1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 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- -28.34 (meters) GEOID99 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 GEOID99. 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 MT (+/- 180 meters Scaled) HB1815 HB1815 SUPERSEDED SURVEY CONTROL HB1815 HB1815 NGVD 29 (10/29/03) 99.55 (m) 326.6 (f) RESET 3 HB1815 HB1815.Superseded values are not recommended for survey control.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 HB1815.See file dsdata.txt to determine how the superseded data were derived.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_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 = NOVEMBER 3, 2003 DF7936 *********************************************************************** 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 - 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- -28.26 (meters) GEOID99 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 EMC INCORPORATED in September 2003. DF7936 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 GEOID99. DF7936 DF7936; North East Units Scale 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 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 = NOVEMBER 3, 2003 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- -28.27 (meters) GEOID99 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 GEOID99. 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 (10/29/03) 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 = 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.