1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 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- -28.41 (meters) GEOID99 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 GEOID99. 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 MT (+/- 180 meters Scaled) GD0990 GD0990 SUPERSEDED SURVEY CONTROL GD0990 GD0990 NGVD 29 (??/??/??) 92.102 (m) 302.17 (f) ADJUSTED 1 1 GD0990 GD0990.Superseded values are not recommended for survey control.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 GD0990.See file dsdata.txt to determine how the superseded data were derived.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_STAMPING: A 27 1933 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 - 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 (2003) GD0990 GD0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) GD0990'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 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- -28.40 (meters) GEOID99 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 GEOID99. 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_STAMPING: B 27 1933 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 - 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 (2003) GD0991 GD0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) GD0991'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 GD1167 *********************************************************************** GD1167 DESIGNATION - V 279 GD1167 PID - GD1167 GD1167 STATE/COUNTY- MO/NEW MADRID GD1167 USGS QUAD - NEW MADRID (1971) GD1167 GD1167 *CURRENT SURVEY CONTROL GD1167 ___________________________________________________________________ GD1167* NAD 83(1986)- 36 35 23. (N) 089 31 17. (W) SCALED GD1167* NAVD 88 - 90.329 (meters) 296.35 (feet) ADJUSTED GD1167 ___________________________________________________________________ GD1167 GEOID HEIGHT- -28.39 (meters) GEOID99 GD1167 DYNAMIC HT - 90.258 (meters) 296.12 (feet) COMP GD1167 MODELED GRAV- 979,840.5 (mgal) NAVD 88 GD1167 GD1167 VERT ORDER - FIRST CLASS I GD1167 GD1167.The horizontal coordinates were scaled from a topographic map and have GD1167.an estimated accuracy of +/- 6 seconds. GD1167 GD1167.The orthometric height was determined by differential leveling GD1167.and adjusted by the National Geodetic Survey in June 1991. GD1167 GD1167.The geoid height was determined by GEOID99. GD1167 GD1167.The dynamic height is computed by dividing the NAVD 88 GD1167.geopotential number by the normal gravity value computed on the GD1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GD1167.degrees latitude (g = 980.6199 gals.). GD1167 GD1167.The modeled gravity was interpolated from observed gravity values. GD1167 GD1167; North East Units Estimated Accuracy GD1167;SPC MO E - 84,370. 337,570. MT (+/- 180 meters Scaled) GD1167 GD1167 SUPERSEDED SURVEY CONTROL GD1167 GD1167 NGVD 29 (??/??/??) 90.211 (m) 295.97 (f) ADJUSTED 1 1 GD1167 GD1167.Superseded values are not recommended for survey control. GD1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GD1167.See file dsdata.txt to determine how the superseded data were derived. GD1167 GD1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF744523(NAD 83) GD1167_MARKER: DB = BENCH MARK DISK GD1167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GD1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GD1167 GD1167 HISTORY - Date Condition Report By GD1167 HISTORY - 1976 MONUMENTED NGS GD1167 HISTORY - 20030803 MARK NOT FOUND USACE GD1167 GD1167 STATION DESCRIPTION GD1167 GD1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 GD1167'IN NEW MADRID. GD1167'ABOUT 150 METERS WEST OF THE JUNCTION OF THE BACKSET LEVEE, GD1167'OF HIGHWAY WW AND VANDENVENDER AVENUE, ABOUT 0.1 MILE SOUTH OF GD1167'DEEP ROD V 274, 0.1 MILE SOUTH OF MILEPOST 3/2, 79 FEET NORTH- GD1167'WEST OF THE CENTER OF TOP OF LEVEE, 89 FEET SOUTHEAST OF THE GD1167'SOUTHWEST CORNER OF CME METHODIST MEMORIAL, AND 62 FEET SOUTH- GD1167'EAST OF THE NORTHEAST CORNER OF CHURCH. GD1167 GD1167 STATION RECOVERY (2003) GD1167 GD1167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) GD1167'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 GD0987 *********************************************************************** GD0987 DESIGNATION - Y 26 GD0987 PID - GD0987 GD0987 STATE/COUNTY- MO/NEW MADRID GD0987 USGS QUAD - NEW MADRID (1971) GD0987 GD0987 *CURRENT SURVEY CONTROL GD0987 ___________________________________________________________________ GD0987* NAD 83(1986)- 36 35 30. (N) 089 36 52. (W) SCALED GD0987* NAVD 88 - 86.885 (meters) 285.06 (feet) ADJUSTED GD0987 ___________________________________________________________________ GD0987 GEOID HEIGHT- -28.46 (meters) GEOID99 GD0987 DYNAMIC HT - 86.815 (meters) 284.83 (feet) COMP GD0987 MODELED GRAV- 979,836.3 (mgal) NAVD 88 GD0987 GD0987 VERT ORDER - SECOND CLASS 0 GD0987 GD0987.The horizontal coordinates were scaled from a topographic map and have GD0987.an estimated accuracy of +/- 6 seconds. GD0987 GD0987.The orthometric height was determined by differential leveling GD0987.and adjusted by the National Geodetic Survey in June 1991. GD0987 GD0987.The geoid height was determined by GEOID99. GD0987 GD0987.The dynamic height is computed by dividing the NAVD 88 GD0987.geopotential number by the normal gravity value computed on the GD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GD0987.degrees latitude (g = 980.6199 gals.). GD0987 GD0987.The modeled gravity was interpolated from observed gravity values. GD0987 GD0987; North East Units Estimated Accuracy GD0987;SPC MO E - 84,510. 329,240. MT (+/- 180 meters Scaled) GD0987 GD0987 SUPERSEDED SURVEY CONTROL GD0987 GD0987 NGVD 29 (??/??/??) 86.791 (m) 284.75 (f) ADJUSTED 2 0 GD0987 GD0987.Superseded values are not recommended for survey control. GD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GD0987.See file dsdata.txt to determine how the superseded data were derived. GD0987 GD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF661527(NAD 83) GD0987_MARKER: DB = BENCH MARK DISK GD0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GD0987_STAMPING: Y 26 1933 GD0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GD0987+STABILITY: SURFACE MOTION GD0987 GD0987 HISTORY - Date Condition Report By GD0987 HISTORY - 1933 MONUMENTED CGS GD0987 HISTORY - 20030803 MARK NOT FOUND USACE GD0987 GD0987 STATION DESCRIPTION GD0987 GD0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 GD0987'AT LILBOURN. GD0987'AT LILBOURN, NEW MADRID COUNTY, 1/4 MILE WEST OF THE HIGH SCHOOL, GD0987'MIDWAY BETWEEN THE CROSSINGS OF THE MAIN LINE OF THE ST. LOUIS-SAN GD0987'FRANCISCO RAILWAY AND THE ST. LOUIS SOUTHWESTERN RAILWAY TO SAMOS GD0987'AND THE LATTER RAILWAY TO NEW MADRID, 46.6 FEET SOUTH OF THE SECOND GD0987'POLE NORTH OF MILEPOST 186, 71 FEET NORTH OF THE CENTERLINE OF THE GD0987'ROAD TO THE HIGH SCHOOL, 68.9 FEET NORTHEAST OF THE SOUTHEAST GD0987'CORNER OF GEO. BULLOCKS STORE, AND 26.6 FEET SOUTHWEST OF THE GD0987'CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY TRACK. A GD0987'STANDARD DISK, STAMPED Y 26 1933 AND SET IN THE TOP OF A CONCRETE GD0987'POST. GD0987 GD0987 STATION RECOVERY (2003) GD0987 GD0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) GD0987'MARK NOT FOUND.