1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 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- -28.42 (meters) GEOID99 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NAVD 88 height was computed by applying the VERTCON shift value to HB1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HB1002.The vertical order pertains to the superseded datum. HB1002 HB1002.The geoid height was determined by GEOID99. 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 MT (+/- 180 meters Scaled) HB1002 HB1002 SUPERSEDED SURVEY CONTROL HB1002 HB1002 NGVD 29 - 101.538 (m) 333.13 (f) ADJUSTED ?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Superseded values are not recommended for survey control.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 HB1002.See file dsdata.txt to determine how the superseded data were derived.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_MARKER: Q = CHISELED SQUARE HB1002_SETTING: 30 = 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 = NOVEMBER 1, 2002 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- -28.29 (meters) GEOID99 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 GEOID99. 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_MARKER: Q = CHISELED SQUARE HB0978_SETTING: 36 = 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 = NOVEMBER 1, 2002 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- -28.39 (meters) GEOID99 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 GEOID99. 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_MARKER: Q = CHISELED SQUARE HB0999_SETTING: 36 = 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 = NOVEMBER 1, 2002 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- -28.28 (meters) GEOID99 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 GEOID99. 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_MARKER: DB = BENCH MARK DISK HB1293_SETTING: 66 = SET IN 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 = NOVEMBER 1, 2002 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- -28.29 (meters) GEOID99 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 GEOID99. 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_MARKER: I = METAL ROD HB1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) 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 = NOVEMBER 1, 2002 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- -28.29 (meters) GEOID99 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 GEOID99. 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_MARKER: DB = BENCH MARK DISK HB0976_SETTING: 30 = 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 = NOVEMBER 1, 2002 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- -28.29 (meters) GEOID99 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 superseded datum. HB0977 HB0977.The geoid height was determined by GEOID99. 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_MARKER: DD = SURVEY DISK HB0977_SETTING: 30 = 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 = NOVEMBER 1, 2002 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- -28.29 (meters) GEOID99 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 GEOID99. 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_MARKER: I = METAL ROD HB1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) 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 = NOVEMBER 1, 2002 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- -28.28 (meters) GEOID99 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 GEOID99. 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_MARKER: I = METAL ROD HB1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) 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 = NOVEMBER 1, 2002 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- -28.41 (meters) GEOID99 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 GEOID99. 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_MARKER: DB = BENCH MARK DISK HB1000_SETTING: 7 = 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 = NOVEMBER 1, 2002 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- -28.28 (meters) GEOID99 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 GEOID99. 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_MARKER: DB = BENCH MARK DISK HB0981_SETTING: 36 = 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 = NOVEMBER 1, 2002 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- -28.41 (meters) GEOID99 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 GEOID99. 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_MARKER: DB = BENCH MARK DISK HB0973_SETTING: 7 = 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 = NOVEMBER 1, 2002 HB0983 *********************************************************************** HB0983 DESIGNATION - N 12 HB0983 PID - HB0983 HB0983 STATE/COUNTY- MO/CAPE GIRARDEAU HB0983 USGS QUAD - CAPE GIRARDEAU (1993) HB0983 HB0983 *CURRENT SURVEY CONTROL HB0983 ___________________________________________________________________ HB0983* NAD 83(1986)- 37 17 30. (N) 089 31 27. (W) SCALED HB0983* NAVD 88 - 106.950 (meters) 350.89 (feet) ADJUSTED HB0983 ___________________________________________________________________ HB0983 GEOID HEIGHT- -28.28 (meters) GEOID99 HB0983 DYNAMIC HT - 106.873 (meters) 350.63 (feet) COMP HB0983 MODELED GRAV- 979,911.2 (mgal) NAVD 88 HB0983 HB0983 VERT ORDER - FIRST CLASS II HB0983 HB0983.The horizontal coordinates were scaled from a topographic map and have HB0983.an estimated accuracy of +/- 6 seconds. HB0983 HB0983.The orthometric height was determined by differential leveling HB0983.and adjusted by the National Geodetic Survey in June 1991. HB0983.WARNING-Repeat measurements at this control monument indicate possible HB0983.vertical movement. HB0983 HB0983.The geoid height was determined by GEOID99. HB0983 HB0983.The dynamic height is computed by dividing the NAVD 88 HB0983.geopotential number by the normal gravity value computed on the HB0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0983.degrees latitude (g = 980.6199 gals.). HB0983 HB0983.The modeled gravity was interpolated from observed gravity values. HB0983 HB0983; North East Units Estimated Accuracy HB0983;SPC MO E - 162,270. 336,520. MT (+/- 180 meters Scaled) HB0983 HB0983 SUPERSEDED SURVEY CONTROL HB0983 HB0983 NGVD 29 - 106.845 (m) 350.54 (f) ADJUSTED 1 2 HB0983 HB0983.Superseded values are not recommended for survey control. HB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0983.See file dsdata.txt to determine how the superseded data were derived. HB0983 HB0983_MARKER: DB = BENCH MARK DISK HB0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0983_STAMPING: 351.282 N 12 1932 HB0983_PROJECTION: FLUSH HB0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0983+STABILITY: SURFACE MOTION HB0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HB0983+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002 HB0983 HB0983 HISTORY - Date Condition Report By HB0983 HISTORY - 1932 MONUMENTED CGS HB0983 HISTORY - 1934 GOOD CGS HB0983 HISTORY - 1981 GOOD NGS HB0983 HISTORY - 20020822 GOOD USACE HB0983 HB0983 STATION DESCRIPTION HB0983 HB0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0983'0.9 MI S FROM CAPE GIRARDEAU. HB0983'0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE HB0983'STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 45 YARDS HB0983'NORTHWEST OF SEMAPHORE 1325, 110 FEET NORTH OF A CROSSING WARNING HB0983'SIGN, 72 FEET NORTH OF THE NORTHWEST CORNER OF THE INTERSECTION HB0983'OF SOUTH FOUNTAIN AND ELM STREETS, 45 FEET WEST OF THE WEST HB0983'TRACK, 12 FEET WEST OF THE CENTERLINE OF SOUTH FOUNTAIN STREET, HB0983'AND JUST WEST OF THE CURB. A STANDARD DISK, STAMPED 351.282 N HB0983'12 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES HB0983'ABOVE THE CURB. HB0983 HB0983 STATION RECOVERY (1981) HB0983 HB0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 HB0983'IN CAPE GIRARDEAU AT THE INTERSECTION OF ELM STREET AND FOUNTAIN HB0983'STREET IN THE WEST CURB OF FOUNTAIN STREET, 22.86 METERS (75.0 FEET) HB0983'NORTH OF CENTER LINE OF ELM STREET, 3.66 METERS (12.0 FEET) WEST OF HB0983'CENTER LINE OF FOUNTAIN STREET. HB0983'THE MARK IS 0.25 M ABOVE THE STREET. HB0983 HB0983 STATION RECOVERY (2002) HB0983 HB0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0983'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0975 *********************************************************************** HB0975 DESIGNATION - PTS 1 HB0975 PID - HB0975 HB0975 STATE/COUNTY- MO/CAPE GIRARDEAU HB0975 USGS QUAD - CAPE GIRARDEAU (1993) HB0975 HB0975 *CURRENT SURVEY CONTROL HB0975 ___________________________________________________________________ HB0975* NAD 83(1986)- 37 18 22. (N) 089 31 19. (W) SCALED HB0975* NAVD 88 - 124.435 (meters) 408.25 (feet) ADJUSTED HB0975 ___________________________________________________________________ HB0975 GEOID HEIGHT- -28.29 (meters) GEOID99 HB0975 DYNAMIC HT - 124.346 (meters) 407.96 (feet) COMP HB0975 MODELED GRAV- 979,913.4 (mgal) NAVD 88 HB0975 HB0975 VERT ORDER - FIRST CLASS II HB0975 HB0975.The horizontal coordinates were scaled from a topographic map and have HB0975.an estimated accuracy of +/- 6 seconds. HB0975 HB0975.The orthometric height was determined by differential leveling HB0975.and adjusted by the National Geodetic Survey in June 1991. HB0975 HB0975.The geoid height was determined by GEOID99. HB0975 HB0975.The dynamic height is computed by dividing the NAVD 88 HB0975.geopotential number by the normal gravity value computed on the HB0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0975.degrees latitude (g = 980.6199 gals.). HB0975 HB0975.The modeled gravity was interpolated from observed gravity values. HB0975 HB0975; North East Units Estimated Accuracy HB0975;SPC MO E - 163,870. 336,700. MT (+/- 180 meters Scaled) HB0975 HB0975 SUPERSEDED SURVEY CONTROL HB0975 HB0975 NGVD 29 - 124.339 (m) 407.94 (f) ADJUSTED 1 2 HB0975 HB0975.Superseded values are not recommended for survey control. HB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0975.See file dsdata.txt to determine how the superseded data were derived. HB0975 HB0975_MARKER: DD = SURVEY DISK HB0975_SETTING: 30 = GRANITE BLOCK HB0975_STAMPING: 408.582 FT PRIM TRAV STA NO 1 MO 1920 HB0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB0975 HB0975 HISTORY - Date Condition Report By HB0975 HISTORY - 1920 MONUMENTED USGS HB0975 HISTORY - 1934 GOOD CGS HB0975 HISTORY - 20020822 MARK NOT FOUND USACE HB0975 HB0975 STATION DESCRIPTION HB0975 HB0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0975'AT CAPE GIRARDEAU. HB0975'AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, AT THE BROADWAY HB0975'ENTRANCE TO THE POST OFFICE, AT THE TOP OF THE STEPS, AND IN A HB0975'GRANITE BLOCK AT THE EAST END. A U.S. GEOLOGICAL SURVEY STANDARD HB0975'DISK, STAMPED 408.582 FT PRIM TRAV STA NO 1 MO 1920. HB0975 HB0975 STATION RECOVERY (2002) HB0975 HB0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0975'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0972 *********************************************************************** HB0972 DESIGNATION - PTS 49 S HB0972 PID - HB0972 HB0972 STATE/COUNTY- MO/CAPE GIRARDEAU HB0972 USGS QUAD - WHITEWATER (1976) HB0972 HB0972 *CURRENT SURVEY CONTROL HB0972 ___________________________________________________________________ HB0972* NAD 83(1986)- 37 14 13. (N) 089 47 46. (W) SCALED HB0972* NAVD 88 - 112.777 (meters) 370.00 (feet) ADJUSTED HB0972 ___________________________________________________________________ HB0972 GEOID HEIGHT- -28.44 (meters) GEOID99 HB0972 DYNAMIC HT - 112.695 (meters) 369.73 (feet) COMP HB0972 MODELED GRAV- 979,899.0 (mgal) NAVD 88 HB0972 HB0972 VERT ORDER - SECOND CLASS 0 HB0972 HB0972.The horizontal coordinates were scaled from a topographic map and have HB0972.an estimated accuracy of +/- 6 seconds. HB0972 HB0972.The orthometric height was determined by differential leveling HB0972.and adjusted by the National Geodetic Survey in June 1991. HB0972 HB0972.The geoid height was determined by GEOID99. HB0972 HB0972.The dynamic height is computed by dividing the NAVD 88 HB0972.geopotential number by the normal gravity value computed on the HB0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0972.degrees latitude (g = 980.6199 gals.). HB0972 HB0972.The modeled gravity was interpolated from observed gravity values. HB0972 HB0972; North East Units Estimated Accuracy HB0972;SPC MO E - 155,980. 312,460. MT (+/- 180 meters Scaled) HB0972 HB0972 SUPERSEDED SURVEY CONTROL HB0972 HB0972 NGVD 29 - 112.742 (m) 369.89 (f) ADJUSTED 2 0 HB0972 HB0972.Superseded values are not recommended for survey control. HB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0972.See file dsdata.txt to determine how the superseded data were derived. HB0972 HB0972_MARKER: DD = SURVEY DISK HB0972_SETTING: 30 = SIDEWALK HB0972_STAMPING: PTS 49 S 1926 HB0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB0972 HB0972 HISTORY - Date Condition Report By HB0972 HISTORY - 1926 MONUMENTED USGS HB0972 HISTORY - 1935 GOOD CGS HB0972 HISTORY - 20020823 MARK NOT FOUND USACE HB0972 HB0972 STATION DESCRIPTION HB0972 HB0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 HB0972'AT WHITE WATER. HB0972'AT WHITE WATER, CAPE GIRARDEAU COUNTY, ON THE MISSOURI PACIFIC HB0972'RAILROAD, 75 FEET EAST OF THE CENTERLINE OF THE TRACK, 18 FEET HB0972'NORTH OF THE NORTHWEST CORNER OF THE WHITE WATER BANK BUILDING, HB0972'26 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH STREET, 17 HB0972'FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST STREET, AND IN HB0972'THE TOP OF A CONCRETE SIDEWALK. A U.S. GEOLOGICAL SURVEY HB0972'STANDARD DISK, STAMPED PTS 49 S 1926. HB0972 HB0972 STATION RECOVERY (2002) HB0972 HB0972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0972'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0996 *********************************************************************** HB0996 DESIGNATION - PTS F 4 HB0996 PID - HB0996 HB0996 STATE/COUNTY- MO/CAPE GIRARDEAU HB0996 USGS QUAD - CHAFFEE (1978) HB0996 HB0996 *CURRENT SURVEY CONTROL HB0996 ___________________________________________________________________ HB0996* NAD 83(1986)- 37 11 43. (N) 089 44 03. (W) SCALED HB0996* NAVD 88 - 102.483 (meters) 336.23 (feet) ADJUSTED HB0996 ___________________________________________________________________ HB0996 GEOID HEIGHT- -28.39 (meters) GEOID99 HB0996 DYNAMIC HT - 102.408 (meters) 335.98 (feet) COMP HB0996 MODELED GRAV- 979,896.0 (mgal) NAVD 88 HB0996 HB0996 VERT ORDER - FIRST CLASS II HB0996 HB0996.The horizontal coordinates were scaled from a topographic map and have HB0996.an estimated accuracy of +/- 6 seconds. HB0996 HB0996.The orthometric height was determined by differential leveling HB0996.and adjusted by the National Geodetic Survey in June 1991. HB0996.WARNING-Repeat measurements at this control monument indicate possible HB0996.vertical movement. HB0996 HB0996.The geoid height was determined by GEOID99. HB0996 HB0996.The dynamic height is computed by dividing the NAVD 88 HB0996.geopotential number by the normal gravity value computed on the HB0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0996.degrees latitude (g = 980.6199 gals.). HB0996 HB0996.The modeled gravity was interpolated from observed gravity values. HB0996 HB0996; North East Units Estimated Accuracy HB0996;SPC MO E - 151,400. 317,990. MT (+/- 180 meters Scaled) HB0996 HB0996 SUPERSEDED SURVEY CONTROL HB0996 HB0996 NGVD 29 - 102.449 (m) 336.12 (f) ADJUSTED 1 2 HB0996 HB0996.Superseded values are not recommended for survey control. HB0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0996.See file dsdata.txt to determine how the superseded data were derived. HB0996 HB0996_MARKER: P = PIPE CAP HB0996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB0996_STAMPING: 336.584 FT PRIM TRAV STA NO F 4 MO 1924 HB0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB0996 HB0996 HISTORY - Date Condition Report By HB0996 HISTORY - 1924 MONUMENTED USGS HB0996 HISTORY - 1934 GOOD CGS HB0996 HISTORY - 20020823 MARK NOT FOUND USACE HB0996 HB0996 STATION DESCRIPTION HB0996 HB0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0996'AT DELTA. HB0996'AT DELTA, CAPE GIRARDEAU COUNTY, ON THE ST. LOUIS-SAN FRANCISCO HB0996'RAILWAY, 145 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HB0996'STATION 9 RAILS NORTHEAST OF THE CROSSING OF THE MISSOURI PACIFIC HB0996'RAILROAD, 83 FEET NORTHWEST OF A CROSSING WARNING SIGN, 70 FEET HB0996'NORTHEAST OF THE STOP SIGN ON THE NORTHWEST SIDE OF THE TRACK, HB0996'AND 32 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK. A U.S. HB0996'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 336.584 FT. PRIM TRAV HB0996'STA NO F 4 MO 1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON HB0996'PIPE PROJECTING 8 INCHES ABOVE GROUND. NOTE-- THIS ELEVATION HB0996'IS DERIVED FROM SECOND-ORDER LEVELING IN 1933. HB0996 HB0996 STATION RECOVERY (2002) HB0996 HB0996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0996'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1001 *********************************************************************** HB1001 DESIGNATION - PTS F 5 HB1001 PID - HB1001 HB1001 STATE/COUNTY- MO/CAPE GIRARDEAU HB1001 USGS QUAD - WHITEWATER (1976) HB1001 HB1001 *CURRENT SURVEY CONTROL HB1001 ___________________________________________________________________ HB1001* NAD 83(1986)- 37 09 28. (N) 089 48 19. (W) SCALED HB1001* NAVD 88 - 103.704 (meters) 340.24 (feet) ADJUSTED HB1001 ___________________________________________________________________ HB1001 GEOID HEIGHT- -28.41 (meters) GEOID99 HB1001 DYNAMIC HT - 103.627 (meters) 339.98 (feet) COMP HB1001 MODELED GRAV- 979,889.9 (mgal) NAVD 88 HB1001 HB1001 VERT ORDER - FIRST CLASS II HB1001 HB1001.The horizontal coordinates were scaled from a topographic map and have HB1001.an estimated accuracy of +/- 6 seconds. HB1001 HB1001.The orthometric height was determined by differential leveling HB1001.and adjusted by the National Geodetic Survey in June 1991. HB1001 HB1001.The geoid height was determined by GEOID99. HB1001 HB1001.The dynamic height is computed by dividing the NAVD 88 HB1001.geopotential number by the normal gravity value computed on the HB1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1001.degrees latitude (g = 980.6199 gals.). HB1001 HB1001.The modeled gravity was interpolated from observed gravity values. HB1001 HB1001; North East Units Estimated Accuracy HB1001;SPC MO E - 147,190. 311,710. MT (+/- 180 meters Scaled) HB1001 HB1001 SUPERSEDED SURVEY CONTROL HB1001 HB1001 NGVD 29 - 103.655 (m) 340.07 (f) ADJUSTED 1 2 HB1001 HB1001.Superseded values are not recommended for survey control. HB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1001.See file dsdata.txt to determine how the superseded data were derived. HB1001 HB1001_MARKER: P = PIPE CAP HB1001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB1001_STAMPING: 340.491 FT PRIM TRAV STA NO F 5 MO 1924 HB1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1001+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002 HB1001 HB1001 HISTORY - Date Condition Report By HB1001 HISTORY - 1924 MONUMENTED USGS HB1001 HISTORY - 1934 GOOD CGS HB1001 HISTORY - 20010724 GOOD USGS HB1001 HISTORY - 20020823 GOOD USACE HB1001 HB1001 STATION DESCRIPTION HB1001 HB1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1001'AT ARBOR. HB1001'AT ARBOR, CAPE GIRARDEAU COUNTY, ON THE ST. LOUIS-SAN FRANCISCO HB1001'RAILWAY, 120 FEET NORTHEAST OF THE STATION SIGN, 61 FEET NORTH HB1001'OF A ROAD CROSSING, 51-1/2 FEET NORTHWEST OF THE CENTERLINE OF HB1001'THE TRACK, IN THE SOUTHEAST CORNER OF A YARD, AND 2 FEET WEST OF HB1001'A GARDEN FENCE. A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED HB1001'340.491 FT PRIM TRAV STA NO F 5 MO 1924 AND RIVETED ON THE TOP OF HB1001'A 3-1/2 INCH IRON PIPE PROJECTING 13 INCHES ABOVE GROUND. HB1001 HB1001 STATION RECOVERY (2001) HB1001 HB1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (DLB) HB1001'RECOVERED IN GOOD CONDITION. HB1001 HB1001 STATION RECOVERY (2002) HB1001 HB1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1001'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1004 *********************************************************************** HB1004 DESIGNATION - PTS F 6 HB1004 PID - HB1004 HB1004 STATE/COUNTY- MO/CAPE GIRARDEAU HB1004 USGS QUAD - WHITEWATER (1976) HB1004 HB1004 *CURRENT SURVEY CONTROL HB1004 ___________________________________________________________________ HB1004* NAD 83(1986)- 37 08 19. (N) 089 50 30. (W) SCALED HB1004* NAVD 88 - 102.274 (meters) 335.54 (feet) ADJUSTED HB1004 ___________________________________________________________________ HB1004 GEOID HEIGHT- -28.42 (meters) GEOID99 HB1004 DYNAMIC HT - 102.199 (meters) 335.30 (feet) COMP HB1004 MODELED GRAV- 979,896.8 (mgal) NAVD 88 HB1004 HB1004 VERT ORDER - FIRST CLASS II HB1004 HB1004.The horizontal coordinates were scaled from a topographic map and have HB1004.an estimated accuracy of +/- 6 seconds. HB1004 HB1004.The orthometric height was determined by differential leveling HB1004.and adjusted by the National Geodetic Survey in June 1991. HB1004 HB1004.The geoid height was determined by GEOID99. HB1004 HB1004.The dynamic height is computed by dividing the NAVD 88 HB1004.geopotential number by the normal gravity value computed on the HB1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1004.degrees latitude (g = 980.6199 gals.). HB1004 HB1004.The modeled gravity was interpolated from observed gravity values. HB1004 HB1004; North East Units Estimated Accuracy HB1004;SPC MO E - 145,040. 308,490. MT (+/- 180 meters Scaled) HB1004 HB1004 SUPERSEDED SURVEY CONTROL HB1004 HB1004 NGVD 29 - 102.230 (m) 335.40 (f) ADJUSTED 1 2 HB1004 HB1004.Superseded values are not recommended for survey control. HB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1004.See file dsdata.txt to determine how the superseded data were derived. HB1004 HB1004_MARKER: P = PIPE CAP HB1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HB1004_STAMPING: 335.793 FT PRIM TRAV STA NO F 6 MO 1924 HB1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HB1004 HB1004 HISTORY - Date Condition Report By HB1004 HISTORY - 1924 MONUMENTED USGS HB1004 HISTORY - 1934 GOOD CGS HB1004 HISTORY - 20020823 MARK NOT FOUND USACE HB1004 HB1004 STATION DESCRIPTION HB1004 HB1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB1004'AT GREEN COX. HB1004'AT GREEN COX, CAPE GIRARDEAU COUNTY, ON STATE HIGHWAY 25, 1-1/2 HB1004'POLES SOUTHWEST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION HB1004'SIGN, 105 FEET EAST OF POLE 153/9, 100 FEET WEST OF A FARMHOUSE, HB1004'27.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE ONE LANE HB1004'PAVEMENT ON THE NORTHWEST HALF OF THE HIGHWAY, AND 2 FEET HB1004'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. A U.S. GEOLOGICAL HB1004'SURVEY STANDARD CAP, STAMPED 335.793 FT PRIM TRAV STA NO F 6 MO HB1004'1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING HB1004'14 INCHES ABOVE GROUND. NOTE-- THIS MARK WAS MOVED IN 1922. HB1004 HB1004 STATION RECOVERY (2002) HB1004 HB1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1004'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB1292 *********************************************************************** HB1292 DESIGNATION - RM 41 HB1292 PID - HB1292 HB1292 STATE/COUNTY- MO/CAPE GIRARDEAU HB1292 USGS QUAD - CAPE GIRARDEAU (1993) HB1292 HB1292 *CURRENT SURVEY CONTROL HB1292 ___________________________________________________________________ HB1292* NAD 83(1986)- 37 17 50. (N) 089 31 08. (W) SCALED HB1292* NAVD 88 - 109.250 (meters) 358.43 (feet) ADJUSTED HB1292 ___________________________________________________________________ HB1292 GEOID HEIGHT- -28.28 (meters) GEOID99 HB1292 DYNAMIC HT - 109.172 (meters) 358.18 (feet) COMP HB1292 MODELED GRAV- 979,912.0 (mgal) NAVD 88 HB1292 HB1292 VERT ORDER - FIRST CLASS II HB1292 HB1292.The horizontal coordinates were scaled from a topographic map and have HB1292.an estimated accuracy of +/- 6 seconds. HB1292 HB1292.The orthometric height was determined by differential leveling HB1292.and adjusted by the National Geodetic Survey in June 1991. HB1292 HB1292.The geoid height was determined by GEOID99. HB1292 HB1292.The dynamic height is computed by dividing the NAVD 88 HB1292.geopotential number by the normal gravity value computed on the HB1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB1292.degrees latitude (g = 980.6199 gals.). HB1292 HB1292.The modeled gravity was interpolated from observed gravity values. HB1292 HB1292; North East Units Estimated Accuracy HB1292;SPC MO E - 162,890. 336,990. MT (+/- 180 meters Scaled) HB1292 HB1292 SUPERSEDED SURVEY CONTROL HB1292 HB1292 NGVD 29 - 109.146 (m) 358.09 (f) ADJUSTED 1 2 HB1292 HB1292.Superseded values are not recommended for survey control. HB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB1292.See file dsdata.txt to determine how the superseded data were derived. HB1292 HB1292_MARKER: DD = SURVEY DISK HB1292_SETTING: 34 = CONCRETE FLOOD WALL HB1292_STAMPING: RM 41 HB1292_MARK LOGO: USE HB1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB1292+STABILITY: SURFACE MOTION HB1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB1292+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002 HB1292 HB1292 HISTORY - Date Condition Report By HB1292 HISTORY - UNK MONUMENTED DOD HB1292 HISTORY - 1981 GOOD NGS HB1292 HISTORY - 20020822 GOOD USACE HB1292 HB1292 STATION DESCRIPTION HB1292 HB1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 HB1292'IN CAPE GIRARDEAU. HB1292'IN CAPE GIRARDEAU, AT THE STATE HIGHWAY 146 BRIDGE OVER THE ST. LOUIS HB1292'SAN FRANCISCO RAILROAD, ON TOP OF THE SOUTH END OF A CONCRETE FLOOD HB1292'WALL WITH A METAL FLOOD GATE, DIRECTLY UNDER THE NORTH SIDE OF THE HB1292'HIGHWAY BRIDGE, 16.54 METERS (54.0 FEET) WEST-NORTHWEST OF BENCH MARK HB1292'M 12, 2.43 METERS (8.0 FEET) EAST OF THE EAST RAIL OF THE TRACK, HB1292'0.55 METER (1.8 FEET) NORTHWEST OF THE TOP HINGE OF THE METAL FLOOD HB1292'GATE. HB1292'THE MARK IS 3.0 M ABOVE RAILROAD TRACKS. HB1292 HB1292 STATION RECOVERY (2002) HB1292 HB1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB1292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0990 *********************************************************************** HB0990 DESIGNATION - S 12 HB0990 PID - HB0990 HB0990 STATE/COUNTY- MO/CAPE GIRARDEAU HB0990 USGS QUAD - SCOTT CITY (1993) HB0990 HB0990 *CURRENT SURVEY CONTROL HB0990 ___________________________________________________________________ HB0990* NAD 83(1986)- 37 14 47. (N) 089 35 54. (W) SCALED HB0990* NAVD 88 - 105.725 (meters) 346.87 (feet) ADJUSTED HB0990 ___________________________________________________________________ HB0990 GEOID HEIGHT- -28.30 (meters) GEOID99 HB0990 DYNAMIC HT - 105.649 (meters) 346.62 (feet) COMP HB0990 MODELED GRAV- 979,908.6 (mgal) NAVD 88 HB0990 HB0990 VERT ORDER - FIRST CLASS II HB0990 HB0990.The horizontal coordinates were scaled from a topographic map and have HB0990.an estimated accuracy of +/- 6 seconds. HB0990 HB0990.The orthometric height was determined by differential leveling HB0990.and adjusted by the National Geodetic Survey in June 1991. HB0990 HB0990.The geoid height was determined by GEOID99. HB0990 HB0990.The dynamic height is computed by dividing the NAVD 88 HB0990.geopotential number by the normal gravity value computed on the HB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0990.degrees latitude (g = 980.6199 gals.). HB0990 HB0990.The modeled gravity was interpolated from observed gravity values. HB0990 HB0990; North East Units Estimated Accuracy HB0990;SPC MO E - 157,180. 330,000. MT (+/- 180 meters Scaled) HB0990 HB0990 SUPERSEDED SURVEY CONTROL HB0990 HB0990 NGVD 29 - 105.644 (m) 346.60 (f) ADJUSTED 1 2 HB0990 HB0990.Superseded values are not recommended for survey control. HB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0990.See file dsdata.txt to determine how the superseded data were derived. HB0990 HB0990_MARKER: DB = BENCH MARK DISK HB0990_SETTING: 36 = PIER HB0990_STAMPING: 347.188 S 12 1932 HB0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HB0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB0990+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002 HB0990 HB0990 HISTORY - Date Condition Report By HB0990 HISTORY - 1932 MONUMENTED CGS HB0990 HISTORY - 1934 GOOD CGS HB0990 HISTORY - 20020810 GOOD USACE HB0990 HB0990 STATION DESCRIPTION HB0990 HB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0990'6.2 MI SW FROM CAPE GIRARDEAU. HB0990'6.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB0990'FROM THE STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, AT HB0990'THE SOUTHWEST END OF RAILROAD TRUSS BRIDGE NO. 137.8 OVER HB0990'DIVERSION CHANNEL, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HB0990'PIER, INSIDE THE SOUTHWEST END OF THE NORTHWEST TRUSS, AND 4 HB0990'FEET BELOW THE TOP OF THE RAIL. A STANDARD DISK, STAMPED 347.188 HB0990'S 12 1932. HB0990 HB0990 STATION RECOVERY (2002) HB0990 HB0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0990'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0991 *********************************************************************** HB0991 DESIGNATION - T 12 HB0991 PID - HB0991 HB0991 STATE/COUNTY- MO/CAPE GIRARDEAU HB0991 USGS QUAD - SCOTT CITY (1993) HB0991 HB0991 *CURRENT SURVEY CONTROL HB0991 ___________________________________________________________________ HB0991* NAD 83(1986)- 37 14 19. (N) 089 37 03. (W) SCALED HB0991* NAVD 88 - 101.698 (meters) 333.65 (feet) ADJUSTED HB0991 ___________________________________________________________________ HB0991 GEOID HEIGHT- -28.31 (meters) GEOID99 HB0991 DYNAMIC HT - 101.624 (meters) 333.41 (feet) COMP HB0991 MODELED GRAV- 979,908.0 (mgal) NAVD 88 HB0991 HB0991 VERT ORDER - FIRST CLASS II HB0991 HB0991.The horizontal coordinates were scaled from a topographic map and have HB0991.an estimated accuracy of +/- 6 seconds. HB0991 HB0991.The orthometric height was determined by differential leveling HB0991.and adjusted by the National Geodetic Survey in June 1991. HB0991 HB0991.The geoid height was determined by GEOID99. HB0991 HB0991.The dynamic height is computed by dividing the NAVD 88 HB0991.geopotential number by the normal gravity value computed on the HB0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0991.degrees latitude (g = 980.6199 gals.). HB0991 HB0991.The modeled gravity was interpolated from observed gravity values. HB0991 HB0991; North East Units Estimated Accuracy HB0991;SPC MO E - 156,300. 328,300. MT (+/- 180 meters Scaled) HB0991 HB0991 SUPERSEDED SURVEY CONTROL HB0991 HB0991 NGVD 29 - 101.621 (m) 333.40 (f) ADJUSTED 1 2 HB0991 HB0991.Superseded values are not recommended for survey control. HB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0991.See file dsdata.txt to determine how the superseded data were derived. HB0991 HB0991_MARKER: DB = BENCH MARK DISK HB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0991_STAMPING: 333.966 T 12 1932 HB0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0991+STABILITY: SURFACE MOTION HB0991 HB0991 HISTORY - Date Condition Report By HB0991 HISTORY - 1932 MONUMENTED CGS HB0991 HISTORY - 1962 GOOD CGS HB0991 HISTORY - 20020810 MARK NOT FOUND USACE HB0991 HB0991 STATION DESCRIPTION HB0991 HB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 HB0991'7.5 MI SW FROM CAPE GIRARDEAU. HB0991'7.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB0991'FROM THE STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 0.2 HB0991'MILE NORTHEAST OF THE STATION AT NASH, 9 RAILS NORTHEAST OF THE HB0991'JUNCTION OF TWO LINES, 72.5 FEET SOUTHEAST OF THE CENTERLINE HB0991'OF THE TRACK, 53 FEET SOUTH OF POLE 139, AND 24 FEET NORTHWEST HB0991'OF THE CENTERLINE OF A GRAVEL ROAD. A STANDARD DISK, STAMPED HB0991'333.966 T 12 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING HB0991'7 INCHES ABOVE GROUND. HB0991 HB0991 STATION RECOVERY (2002) HB0991 HB0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0991'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0992 *********************************************************************** HB0992 DESIGNATION - U 12 HB0992 PID - HB0992 HB0992 STATE/COUNTY- MO/CAPE GIRARDEAU HB0992 USGS QUAD - CHAFFEE (1978) HB0992 HB0992 *CURRENT SURVEY CONTROL HB0992 ___________________________________________________________________ HB0992* NAD 83(1986)- 37 13 23. (N) 089 39 36. (W) SCALED HB0992* NAVD 88 - 102.298 (meters) 335.62 (feet) ADJUSTED HB0992 ___________________________________________________________________ HB0992 GEOID HEIGHT- -28.34 (meters) GEOID99 HB0992 DYNAMIC HT - 102.223 (meters) 335.38 (feet) COMP HB0992 MODELED GRAV- 979,903.5 (mgal) NAVD 88 HB0992 HB0992 VERT ORDER - FIRST CLASS II HB0992 HB0992.The horizontal coordinates were scaled from a topographic map and have HB0992.an estimated accuracy of +/- 6 seconds. HB0992 HB0992.The orthometric height was determined by differential leveling HB0992.and adjusted by the National Geodetic Survey in June 1991. HB0992 HB0992.The geoid height was determined by GEOID99. HB0992 HB0992.The dynamic height is computed by dividing the NAVD 88 HB0992.geopotential number by the normal gravity value computed on the HB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0992.degrees latitude (g = 980.6199 gals.). HB0992 HB0992.The modeled gravity was interpolated from observed gravity values. HB0992 HB0992; North East Units Estimated Accuracy HB0992;SPC MO E - 154,540. 324,550. MT (+/- 180 meters Scaled) HB0992 HB0992 SUPERSEDED SURVEY CONTROL HB0992 HB0992 NGVD 29 - 102.230 (m) 335.40 (f) ADJUSTED 1 2 HB0992 HB0992.Superseded values are not recommended for survey control. HB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0992.See file dsdata.txt to determine how the superseded data were derived. HB0992 HB0992_MARKER: DB = BENCH MARK DISK HB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0992_STAMPING: 335.918 U 12 1932 HB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0992+STABILITY: SURFACE MOTION HB0992 HB0992 HISTORY - Date Condition Report By HB0992 HISTORY - 1932 MONUMENTED CGS HB0992 HISTORY - 1934 GOOD CGS HB0992 HISTORY - 20020823 MARK NOT FOUND USACE HB0992 HB0992 STATION DESCRIPTION HB0992 HB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0992'10.1 MI SW FROM CAPE GIRARDEAU. HB0992'10.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB0992'FROM THE STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 3-1/2 HB0992'POLES NORTHEAST OF THE STATION AT BLOMEYER, SOUTH OF THE JUNCTION HB0992'OF STATE HIGHWAYS 25 AND 55, 87 FEET EAST OF THE CENTER OF THE HB0992'CROSSING OF STATE HIGHWAY 55, 58 FEET EAST OF A CROSSING WARNING HB0992'SIGN, 49 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 42 FEET HB0992'EAST OF POLE 141/18, AND 1-1/2 FEET FROM THE JUNCTION OF THE HB0992'RIGHT-OF-WAY AND CATTLEGUARD FENCES. A STANDARD DISK, STAMPED HB0992'335.918 U 12 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING HB0992'6 INCHES ABOVE GROUND. HB0992 HB0992 STATION RECOVERY (2002) HB0992 HB0992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0992'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0993 *********************************************************************** HB0993 DESIGNATION - V 12 HB0993 PID - HB0993 HB0993 STATE/COUNTY- MO/CAPE GIRARDEAU HB0993 USGS QUAD - CHAFFEE (1978) HB0993 HB0993 *CURRENT SURVEY CONTROL HB0993 ___________________________________________________________________ HB0993* NAD 83(1986)- 37 13 07. (N) 089 40 16. (W) SCALED HB0993* NAVD 88 - 102.612 (meters) 336.65 (feet) ADJUSTED HB0993 ___________________________________________________________________ HB0993 GEOID HEIGHT- -28.35 (meters) GEOID99 HB0993 DYNAMIC HT - 102.538 (meters) 336.41 (feet) COMP HB0993 MODELED GRAV- 979,902.0 (mgal) NAVD 88 HB0993 HB0993 VERT ORDER - FIRST CLASS II HB0993 HB0993.The horizontal coordinates were scaled from a topographic map and have HB0993.an estimated accuracy of +/- 6 seconds. HB0993 HB0993.The orthometric height was determined by differential leveling HB0993.and adjusted by the National Geodetic Survey in June 1991. HB0993 HB0993.The geoid height was determined by GEOID99. HB0993 HB0993.The dynamic height is computed by dividing the NAVD 88 HB0993.geopotential number by the normal gravity value computed on the HB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0993.degrees latitude (g = 980.6199 gals.). HB0993 HB0993.The modeled gravity was interpolated from observed gravity values. HB0993 HB0993; North East Units Estimated Accuracy HB0993;SPC MO E - 154,030. 323,570. MT (+/- 180 meters Scaled) HB0993 HB0993 SUPERSEDED SURVEY CONTROL HB0993 HB0993 NGVD 29 - 102.547 (m) 336.44 (f) ADJUSTED 1 2 HB0993 HB0993.Superseded values are not recommended for survey control. HB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0993.See file dsdata.txt to determine how the superseded data were derived. HB0993 HB0993_MARKER: DB = BENCH MARK DISK HB0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0993_STAMPING: 336.945 V 12 1932 HB0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0993+STABILITY: SURFACE MOTION HB0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HB0993+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002 HB0993 HB0993 HISTORY - Date Condition Report By HB0993 HISTORY - 1932 MONUMENTED CGS HB0993 HISTORY - 1934 GOOD CGS HB0993 HISTORY - 20020823 GOOD USACE HB0993 HB0993 STATION DESCRIPTION HB0993 HB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0993'10.8 MI SW FROM CAPE GIRARDEAU. HB0993'10.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB0993'FROM THE STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 0.6 HB0993'MILE SOUTHWEST OF BLOMEYER, 110 FEET SOUTHEAST OF STATE HIGHWAY HB0993'25, 52 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 45 HB0993'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 33.5 FEET SOUTH HB0993'OF POLE 142/8, AND 10 FEET WEST OF THE WEST END OF A GATE IN THE HB0993'SOUTHEAST RIGHT OF WAY FENCE. A STANDARD DISK, STAMPED 336.945 HB0993'V 12 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 HB0993'INCHES ABOVE GROUND. HB0993 HB0993 STATION RECOVERY (2002) HB0993 HB0993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0993'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0994 *********************************************************************** HB0994 DESIGNATION - W 12 HB0994 PID - HB0994 HB0994 STATE/COUNTY- MO/CAPE GIRARDEAU HB0994 USGS QUAD - CHAFFEE (1978) HB0994 HB0994 *CURRENT SURVEY CONTROL HB0994 ___________________________________________________________________ HB0994* NAD 83(1986)- 37 12 17. (N) 089 42 32. (W) SCALED HB0994* NAVD 88 - 101.147 (meters) 331.85 (feet) ADJUSTED HB0994 ___________________________________________________________________ HB0994 GEOID HEIGHT- -28.37 (meters) GEOID99 HB0994 DYNAMIC HT - 101.073 (meters) 331.60 (feet) COMP HB0994 MODELED GRAV- 979,898.0 (mgal) NAVD 88 HB0994 HB0994 VERT ORDER - FIRST CLASS II HB0994 HB0994.The horizontal coordinates were scaled from a topographic map and have HB0994.an estimated accuracy of +/- 6 seconds. HB0994 HB0994.The orthometric height was determined by differential leveling HB0994.and adjusted by the National Geodetic Survey in June 1991. HB0994 HB0994.The geoid height was determined by GEOID99. HB0994 HB0994.The dynamic height is computed by dividing the NAVD 88 HB0994.geopotential number by the normal gravity value computed on the HB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0994.degrees latitude (g = 980.6199 gals.). HB0994 HB0994.The modeled gravity was interpolated from observed gravity values. HB0994 HB0994; North East Units Estimated Accuracy HB0994;SPC MO E - 152,460. 320,230. MT (+/- 180 meters Scaled) HB0994 HB0994 SUPERSEDED SURVEY CONTROL HB0994 HB0994 NGVD 29 - 101.089 (m) 331.66 (f) ADJUSTED 1 2 HB0994 HB0994.Superseded values are not recommended for survey control. HB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0994.See file dsdata.txt to determine how the superseded data were derived. HB0994 HB0994_MARKER: DB = BENCH MARK DISK HB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0994_STAMPING: 332.125 W 12 1932 HB0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0994+STABILITY: SURFACE MOTION HB0994 HB0994 HISTORY - Date Condition Report By HB0994 HISTORY - 1932 MONUMENTED CGS HB0994 HISTORY - 1935 GOOD CGS HB0994 HISTORY - 20020823 MARK NOT FOUND USACE HB0994 HB0994 STATION DESCRIPTION HB0994 HB0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 HB0994'13.1 MI SW FROM CAPE GIRARDEAU. HB0994'13.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY HB0994'FROM THE STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 1.6 HB0994'MILES NORTHEAST OF THE STATION AT DELTA, 49 FEET SOUTHEAST OF THE HB0994'CENTER OF A PRIVATE ROAD CROSSING, 4 RAILS SOUTHWEST OF A WHISTLE HB0994'POST, 22 FEET SOUTH OF POLE 144/17, 7 FEET WEST OF THE SOUTHWEST HB0994'END OF A GATE IN THE SOUTHEAST RIGHT OF WAY FENCE, AND 2 FEET HB0994'NORTHWEST OF THE FENCE. A STANDARD DISK, STAMPED 332.125 W 12 HB0994'1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES HB0994'ABOVE GROUND. HB0994 HB0994 STATION RECOVERY (2002) HB0994 HB0994'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0994'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0997 *********************************************************************** HB0997 DESIGNATION - Y 12 HB0997 PID - HB0997 HB0997 STATE/COUNTY- MO/CAPE GIRARDEAU HB0997 USGS QUAD - CHAFFEE (1978) HB0997 HB0997 *CURRENT SURVEY CONTROL HB0997 ___________________________________________________________________ HB0997* NAD 83(1986)- 37 11 38. (N) 089 44 03. (W) SCALED HB0997* NAVD 88 - 103.165 (meters) 338.47 (feet) ADJUSTED HB0997 ___________________________________________________________________ HB0997 GEOID HEIGHT- -28.39 (meters) GEOID99 HB0997 DYNAMIC HT - 103.090 (meters) 338.22 (feet) COMP HB0997 MODELED GRAV- 979,895.9 (mgal) NAVD 88 HB0997 HB0997 VERT ORDER - FIRST CLASS II HB0997 HB0997.The horizontal coordinates were scaled from a topographic map and have HB0997.an estimated accuracy of +/- 6 seconds. HB0997 HB0997.The orthometric height was determined by differential leveling HB0997.and adjusted by the National Geodetic Survey in June 1991. HB0997 HB0997.The geoid height was determined by GEOID99. HB0997 HB0997.The dynamic height is computed by dividing the NAVD 88 HB0997.geopotential number by the normal gravity value computed on the HB0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0997.degrees latitude (g = 980.6199 gals.). HB0997 HB0997.The modeled gravity was interpolated from observed gravity values. HB0997 HB0997; North East Units Estimated Accuracy HB0997;SPC MO E - 151,240. 317,990. MT (+/- 180 meters Scaled) HB0997 HB0997 SUPERSEDED SURVEY CONTROL HB0997 HB0997 NGVD 29 - 103.117 (m) 338.31 (f) ADJUSTED 1 2 HB0997 HB0997.Superseded values are not recommended for survey control. HB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0997.See file dsdata.txt to determine how the superseded data were derived. HB0997 HB0997_MARKER: DB = BENCH MARK DISK HB0997_SETTING: 36 = PIER HB0997_STAMPING: 338.743 Y 12 1932 HB0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HB0997 HB0997 HISTORY - Date Condition Report By HB0997 HISTORY - 1932 MONUMENTED CGS HB0997 HISTORY - 1935 GOOD CGS HB0997 HISTORY - 20020823 MARK NOT FOUND USACE HB0997 HB0997 STATION DESCRIPTION HB0997 HB0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 HB0997'AT DELTA. HB0997'AT DELTA, CAPE GIRARDEAU COUNTY, AT THE SOUTHEAST CORNER OF THE HB0997'CROSSING OF THE MISSOURI PACIFIC RAILROAD AND THE ST. LOUIS HB0997'SOUTHWESTERN RAILWAY, AT THE WEST ONE OF TWO WATER TANKS, IN THE HB0997'TOP OF THE NORTH CORNER OF THE CONCRETE PIER UNDER THE NORTHWEST HB0997'STEEL COLUMN SUPPORTING THE TANK, 22 FEET SOUTHEAST OF A CURVED HB0997'SWITCH TRACK, AND 3 FEET ABOVE THE GROUND. A STANDARD DISK, HB0997'STAMPED 338.743 Y 12 1932. HB0997 HB0997 STATION RECOVERY (2002) HB0997 HB0997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0997'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HB0998 *********************************************************************** HB0998 DESIGNATION - Z 12 HB0998 PID - HB0998 HB0998 STATE/COUNTY- MO/CAPE GIRARDEAU HB0998 USGS QUAD - CHAFFEE (1978) HB0998 HB0998 *CURRENT SURVEY CONTROL HB0998 ___________________________________________________________________ HB0998* NAD 83(1986)- 37 11 30. (N) 089 44 42. (W) SCALED HB0998* NAVD 88 - 103.493 (meters) 339.54 (feet) ADJUSTED HB0998 ___________________________________________________________________ HB0998 GEOID HEIGHT- -28.39 (meters) GEOID99 HB0998 DYNAMIC HT - 103.417 (meters) 339.29 (feet) COMP HB0998 MODELED GRAV- 979,895.3 (mgal) NAVD 88 HB0998 HB0998 VERT ORDER - FIRST CLASS II HB0998 HB0998.The horizontal coordinates were scaled from a topographic map and have HB0998.an estimated accuracy of +/- 6 seconds. HB0998 HB0998.The orthometric height was determined by differential leveling HB0998.and adjusted by the National Geodetic Survey in June 1991. HB0998 HB0998.The geoid height was determined by GEOID99. HB0998 HB0998.The dynamic height is computed by dividing the NAVD 88 HB0998.geopotential number by the normal gravity value computed on the HB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HB0998.degrees latitude (g = 980.6199 gals.). HB0998 HB0998.The modeled gravity was interpolated from observed gravity values. HB0998 HB0998; North East Units Estimated Accuracy HB0998;SPC MO E - 150,990. 317,030. MT (+/- 180 meters Scaled) HB0998 HB0998 SUPERSEDED SURVEY CONTROL HB0998 HB0998 NGVD 29 - 103.436 (m) 339.36 (f) ADJUSTED 1 2 HB0998 HB0998.Superseded values are not recommended for survey control. HB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HB0998.See file dsdata.txt to determine how the superseded data were derived. HB0998 HB0998_MARKER: DB = BENCH MARK DISK HB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HB0998_STAMPING: 339.816 Z 12 1932 HB0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HB0998+STABILITY: SURFACE MOTION HB0998 HB0998 HISTORY - Date Condition Report By HB0998 HISTORY - 1932 MONUMENTED CGS HB0998 HISTORY - 1934 GOOD CGS HB0998 HISTORY - 20020823 MARK NOT FOUND USACE HB0998 HB0998 STATION DESCRIPTION HB0998 HB0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HB0998'0.6 MI SW FROM DELTA. HB0998'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM HB0998'THE STATION AT DELTA, CAPE GIRARDEAU COUNTY, 92 FEET NORTH OF HB0998'POLE 146/24, 57 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF HB0998'STATE HIGHWAY 25, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, HB0998'47 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET HB0998'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED HB0998'339.816 Z 12 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING HB0998'5 INCHES ABOVE GROUND. HB0998 HB0998 STATION RECOVERY (2002) HB0998 HB0998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HB0998'MARK NOT FOUND.