1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV8834 *********************************************************************** HV8834 DESIGNATION - F 89 RESET HV8834 PID - HV8834 HV8834 STATE/COUNTY- VA/WESTMORELAND HV8834 USGS QUAD - MONTROSS (1981) HV8834 HV8834 *CURRENT SURVEY CONTROL HV8834 ___________________________________________________________________ HV8834* NAD 83(1986)- 38 05 33. (N) 076 47 54. (W) SCALED HV8834* NAVD 88 - 45.60 (meters) 149.6 (feet) RESET HV8834 ___________________________________________________________________ HV8834 GEOID HEIGHT- -33.64 (meters) GEOID99 HV8834 HV8834 VERT ORDER - THIRD HV8834 HV8834.The horizontal coordinates were scaled from a topographic map and have HV8834.an estimated accuracy of +/- 6 seconds. HV8834 HV8834.The orthometric height was computed from unverified reset data. HV8834.No vertical observational check was made to the station. HV8834 HV8834.The geoid height was determined by GEOID99. HV8834 HV8834; North East Units Estimated Accuracy HV8834;SPC VA N - 2,048,650. 3,649,260. MT (+/- 180 meters Scaled) HV8834 HV8834 SUPERSEDED SURVEY CONTROL HV8834 HV8834 NGVD 29 (10/07/03) 45.85 (m) 150.4 (f) RESET 3 HV8834 HV8834.Superseded values are not recommended for survey control. HV8834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV8834.See file dsdata.txt to determine how the superseded data were derived. HV8834 HV8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH423176(NAD 83) HV8834_MARKER: DB = BENCH MARK DISK HV8834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV8834_STAMPING: F 89 RESET 1986 HV8834_MARK LOGO: NGS HV8834_MAGNETIC: N = NO MAGNETIC MATERIAL HV8834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV8834+STABILITY: SURFACE MOTION HV8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HV8834+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003 HV8834 HV8834 HISTORY - Date Condition Report By HV8834 HISTORY - 1986 MONUMENTED VADHT HV8834 HISTORY - 20030314 GOOD USPSQD HV8834 HV8834 STATION DESCRIPTION HV8834 HV8834'DESCRIBED BY VA DEPT HWYS-TRANSP 1986 HV8834'IN MONTROSS, AT THE INTERSECTION OF ROUTES 3 AND 685, 143 FEET HV8834'NORTHEAST OF THE CENTER OF ROUTE 3, 26 FEET NORTHEAST OF THE CENTER HV8834'OF ROUTE 685, 5 FEET NORTHEAST OF A TELEPHONE POLE NO. B80-3, 62 FEET HV8834'FROM THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING, 6 INCHES ABOVE HV8834'THE GROUND. HV8834 HV8834 STATION RECOVERY (2003) HV8834 HV8834'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR) HV8834'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV7949 *********************************************************************** HV7949 DESIGNATION - W 250 RESET 1959 HV7949 PID - HV7949 HV7949 STATE/COUNTY- VA/WESTMORELAND HV7949 USGS QUAD - KINSALE (1982) HV7949 HV7949 *CURRENT SURVEY CONTROL HV7949 ___________________________________________________________________ HV7949* NAD 83(1986)- 38 01 15. (N) 076 35 53. (W) SCALED HV7949* NAVD 88 - 32.28 (meters) 105.9 (feet) RESET HV7949 ___________________________________________________________________ HV7949 GEOID HEIGHT- -34.35 (meters) GEOID99 HV7949 HV7949 VERT ORDER - THIRD HV7949 HV7949.The horizontal coordinates were scaled from a topographic map and have HV7949.an estimated accuracy of +/- 6 seconds. HV7949 HV7949.The orthometric height was computed from unverified reset data. HV7949.No vertical observational check was made to the station. HV7949 HV7949.The geoid height was determined by GEOID99. HV7949 HV7949; North East Units Estimated Accuracy HV7949;SPC VA N - 2,041,040. 3,666,990. MT (+/- 180 meters Scaled) HV7949 HV7949 SUPERSEDED SURVEY CONTROL HV7949 HV7949 NGVD 29 (??/??/??) 32.56 (m) 106.8 (f) RESET 3 HV7949 HV7949.Superseded values are not recommended for survey control. HV7949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7949.See file dsdata.txt to determine how the superseded data were derived. HV7949 HV7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH597093(NAD 83) HV7949_MARKER: DB = BENCH MARK DISK HV7949_SETTING: 0 = UNSPECIFIED SETTING HV7949_STAMPING: W 250 RESET 1959 HV7949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV7949 HV7949 HISTORY - Date Condition Report By HV7949 HISTORY - 1959 MONUMENTED LOCSUR HV7949 HISTORY - 1962 GOOD CGS HV7949 HISTORY - 19981011 MARK NOT FOUND USPSQD HV7949 HISTORY - 20030313 MARK NOT FOUND USPSQD HV7949 HV7949 STATION DESCRIPTION HV7949 HV7949'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959 HV7949'1.2 MI W FROM KINSALE. HV7949'THIS MARK IS ALONG HIGHWAY 203, 1.2 MILES WEST OF THE CHURCH AT HV7949'KINSALE, WESTMORELAND COUNTY, AT A T ROAD INTERSECTION SOUTH, HV7949'40 FEET SOUTH OF THE CENTERLINE OF SURFACED HIGHWAY, 25 FEET HV7949'EAST OF ROAD LEADING SOUTH, AND ABOUT 4 FEET HIGHER THAN THE ROADS. HV7949 HV7949 STATION RECOVERY (1962) HV7949 HV7949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 HV7949'MARK IS LOCATED IN THE SE ANGLE OF THE INTERSECTION OF STATE HV7949'HIGHWAY 203 AND A FARM ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE HV7949'HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT HV7949'NORTH OF A STEEL WITNESS POST. HV7949 HV7949 STATION RECOVERY (1998) HV7949 HV7949'RECOVERY NOTE BY US POWER SQUADRON 1998 HV7949'MARK NOT FOUND. HV7949 HV7949 STATION RECOVERY (2003) HV7949 HV7949'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR) HV7949'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV0761 *********************************************************************** HV0761 DESIGNATION - W 250 RESET 1968 HV0761 PID - HV0761 HV0761 STATE/COUNTY- VA/WESTMORELAND HV0761 USGS QUAD - KINSALE (1982) HV0761 HV0761 *CURRENT SURVEY CONTROL HV0761 ___________________________________________________________________ HV0761* NAD 83(1986)- 38 01 15. (N) 076 35 53. (W) SCALED HV0761* NAVD 88 - 31.97 (meters) 104.9 (feet) RESET HV0761 ___________________________________________________________________ HV0761 GEOID HEIGHT- -34.35 (meters) GEOID99 HV0761 HV0761 VERT ORDER - THIRD HV0761 HV0761.The horizontal coordinates were scaled from a topographic map and have HV0761.an estimated accuracy of +/- 6 seconds. HV0761 HV0761.The orthometric height was computed from unverified reset data. HV0761.No vertical observational check was made to the station. HV0761 HV0761.The geoid height was determined by GEOID99. HV0761 HV0761; North East Units Estimated Accuracy HV0761;SPC VA N - 2,041,040. 3,666,990. MT (+/- 180 meters Scaled) HV0761 HV0761 SUPERSEDED SURVEY CONTROL HV0761 HV0761 NGVD 29 (??/??/??) 32.28 (m) 105.9 (f) RESET 3 HV0761 HV0761.Superseded values are not recommended for survey control. HV0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV0761.See file dsdata.txt to determine how the superseded data were derived. HV0761 HV0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH597093(NAD 83) HV0761_MARKER: DB = BENCH MARK DISK HV0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV0761_STAMPING: W 250 RESET 1968 HV0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV0761+STABILITY: SURFACE MOTION HV0761 HV0761 HISTORY - Date Condition Report By HV0761 HISTORY - 1968 MONUMENTED LOCSUR HV0761 HISTORY - 1969 GOOD CGS HV0761 HISTORY - 1985 MARK NOT FOUND USGS HV0761 HISTORY - 19981011 MARK NOT FOUND USPSQD HV0761 HISTORY - 20030313 MARK NOT FOUND USPSQD HV0761 HV0761 STATION DESCRIPTION HV0761 HV0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HV0761'1.2 MI W FROM KINSALE. HV0761'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 203 FROM THE CHURCH HV0761'AT KINSALE, AT A T-ROAD JUNCTION SOUTH, 36 FEET SOUTH OF THE HV0761'CENTER LINE OF THE HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF HV0761'THE ROAD SOUTH, ABOUT 3 FEET HIGHER THAN THE ROAD, BELIEVED HV0761'TO BE SET IN THE TOP OF A CONCRETE POST. HV0761 HV0761 STATION RECOVERY (1985) HV0761 HV0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 HV0761'MARK NOT FOUND. HV0761 HV0761 STATION RECOVERY (1998) HV0761 HV0761'RECOVERY NOTE BY US POWER SQUADRON 1998 HV0761'MARK NOT FOUND. HV0761 HV0761 STATION RECOVERY (2003) HV0761 HV0761'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR) HV0761'MARK NOT FOUND.