1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1025 *********************************************************************** GV1025 DESIGNATION - 102 USGS GV1025 PID - GV1025 GV1025 STATE/COUNTY- VA/LANCASTER GV1025 USGS QUAD - LIVELY (1992) GV1025 GV1025 *CURRENT SURVEY CONTROL GV1025 ___________________________________________________________________ GV1025* NAD 83(1986)- 37 48 03. (N) 076 34 06. (W) SCALED GV1025* NAVD 88 - 30.944 (meters) 101.52 (feet) ADJUSTED GV1025 ___________________________________________________________________ GV1025 GEOID HEIGHT- -34.79 (meters) GEOID99 GV1025 DYNAMIC HT - 30.924 (meters) 101.46 (feet) COMP GV1025 MODELED GRAV- 979,964.9 (mgal) NAVD 88 GV1025 GV1025 VERT ORDER - SECOND CLASS 0 GV1025 GV1025.The horizontal coordinates were scaled from a topographic map and have GV1025.an estimated accuracy of +/- 6 seconds. GV1025 GV1025.The orthometric height was determined by differential leveling GV1025.and adjusted by the National Geodetic Survey in June 1991. GV1025 GV1025.The geoid height was determined by GEOID99. GV1025 GV1025.The dynamic height is computed by dividing the NAVD 88 GV1025.geopotential number by the normal gravity value computed on the GV1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1025.degrees latitude (g = 980.6199 gals.). GV1025 GV1025.The modeled gravity was interpolated from observed gravity values. GV1025 GV1025; North East Units Estimated Accuracy GV1025;SPC VA S - 1,164,600. 3,670,110. MT (+/- 180 meters Scaled) GV1025 GV1025 SUPERSEDED SURVEY CONTROL GV1025 GV1025 NGVD 29 - 31.188 (m) 102.32 (f) ADJUSTED 2 0 GV1025 GV1025.Superseded values are not recommended for survey control. GV1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1025.See file dsdata.txt to determine how the superseded data were derived. GV1025 GV1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG619848(NAD 83) GV1025_MARKER: P = PIPE CAP GV1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GV1025_STAMPING: 102 1916 GV1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1025 GV1025 HISTORY - Date Condition Report By GV1025 HISTORY - 1916 MONUMENTED USGS GV1025 HISTORY - 1965 GOOD CGS GV1025 HISTORY - 19940501 MARK NOT FOUND USPSQD GV1025 HISTORY - 19980425 MARK NOT FOUND USPSQD GV1025 HISTORY - 20021129 MARK NOT FOUND USPSQD GV1025 GV1025 STATION DESCRIPTION GV1025 GV1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 GV1025'AT LITWALTON. GV1025'AT LITWALTON, LANCASTER COUNTY, ON STATE HIGHWAY 3, AT THE W.T. GV1025'RICHARDSON GENERAL STORE, 8.2 FEET SOUTH OF THE SOUTH WALL, AND GV1025'1.6 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH. A UNITED GV1025'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 102 1916 AND RIVETED GV1025'ON THE TOP OF A 3-1/2-INCH IRON PIPE. GV1025 GV1025 STATION RECOVERY (1994) GV1025 GV1025'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1025'MARK NOT FOUND. GV1025 GV1025 STATION RECOVERY (1998) GV1025 GV1025'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1025'MARK NOT FOUND. GV1025 GV1025 STATION RECOVERY (2002) GV1025 GV1025'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1025'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1034 *********************************************************************** GV1034 DESIGNATION - 41 USGS GV1034 PID - GV1034 GV1034 STATE/COUNTY- VA/LANCASTER GV1034 USGS QUAD - URBANNA (1978) GV1034 GV1034 *CURRENT SURVEY CONTROL GV1034 ___________________________________________________________________ GV1034* NAD 83(1986)- 37 44 45. (N) 076 33 10. (W) SCALED GV1034* NAVD 88 - 12.185 (meters) 39.98 (feet) ADJUSTED GV1034 ___________________________________________________________________ GV1034 GEOID HEIGHT- -34.91 (meters) GEOID99 GV1034 DYNAMIC HT - 12.177 (meters) 39.95 (feet) COMP GV1034 MODELED GRAV- 979,958.5 (mgal) NAVD 88 GV1034 GV1034 VERT ORDER - SECOND CLASS 0 GV1034 GV1034.The horizontal coordinates were scaled from a topographic map and have GV1034.an estimated accuracy of +/- 6 seconds. GV1034 GV1034.The orthometric height was determined by differential leveling GV1034.and adjusted by the National Geodetic Survey in June 1991. GV1034 GV1034.The geoid height was determined by GEOID99. GV1034 GV1034.The dynamic height is computed by dividing the NAVD 88 GV1034.geopotential number by the normal gravity value computed on the GV1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1034.degrees latitude (g = 980.6199 gals.). GV1034 GV1034.The modeled gravity was interpolated from observed gravity values. GV1034 GV1034; North East Units Estimated Accuracy GV1034;SPC VA S - 1,158,530. 3,671,600. MT (+/- 180 meters Scaled) GV1034 GV1034 SUPERSEDED SURVEY CONTROL GV1034 GV1034 NGVD 29 - 12.428 (m) 40.77 (f) ADJUSTED 2 0 GV1034 GV1034.Superseded values are not recommended for survey control. GV1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1034.See file dsdata.txt to determine how the superseded data were derived. GV1034 GV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG631787(NAD 83) GV1034_MARKER: P = PIPE CAP GV1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GV1034_STAMPING: 41 1916 GV1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV1034+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1034 GV1034 HISTORY - Date Condition Report By GV1034 HISTORY - 1944 MONUMENTED USGS GV1034 HISTORY - 1961 GOOD CGS GV1034 HISTORY - 1988 GOOD USPSQD GV1034 HISTORY - 19910414 GOOD USPSQD GV1034 HISTORY - 19940501 GOOD USPSQD GV1034 HISTORY - 19980425 GOOD USPSQD GV1034 HISTORY - 20021129 GOOD USPSQD GV1034 GV1034 STATION DESCRIPTION GV1034 GV1034'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FLG) GV1034'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 354 FROM THE POST GV1034'OFFICE AT MOLLUSK, ABOUT 75 YARDS SOUTHEAST OF ST. MARYS CHURCH GV1034'AT WHITES CHAPEL AT THE T-JUNCTION OF STATE HIGHWAY 201, 82 GV1034'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 201, 21 FEET GV1034'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 354 AND 1-1/2 GV1034'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A UNITED STATES GV1034'SURVEY STANDARD CAP, STAMPED 41 1916 AND RIVETED ON THE TOP OF GV1034'A 3-1/2 INCH IRON PIPE. (12.471 METERS OR 40.915 FEET) GV1034 GV1034 STATION RECOVERY (1961) GV1034 GV1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1034'AT WHITES CHAPEL. GV1034'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 354 FROM THE POST OFFICE GV1034'AT MOLLUSK, LANCASTER COUNTY, 75 YARDS SOUTHEAST OF ST. MARYS GV1034'CHURCH AT WHITES CHAPEL, AT THE T-JUNCTION OF STATE HIGHWAY 201, GV1034'82 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 201, 21 GV1034'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 354, AND 1.5 GV1034'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A UNITED STATES GV1034'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 41 1916 AND RIVETED ON GV1034'THE TOP OF A 3-1/2-INCH IRON PIPE.NOTE--ROAD HAS CHANGED IN THIS AREA GV1034'AND THE MARK IS NOW 200 FT N OF HWY 201 AND 60 FT E OF HWY GV1034'354 AND ABOUT 6 FT LOWER THAN THE HIGHWAYS. GV1034 GV1034 STATION RECOVERY (1988) GV1034 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1034'RECOVERED IN GOOD CONDITION. GV1034 GV1034 STATION RECOVERY (1991) GV1034 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1034'RECOVERED IN GOOD CONDITION. GV1034 GV1034 STATION RECOVERY (1994) GV1034 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1034'RECOVERED IN GOOD CONDITION. GV1034 GV1034 STATION RECOVERY (1998) GV1034 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1034'RECOVERED IN GOOD CONDITION. GV1034 GV1034 STATION RECOVERY (2002) GV1034 GV1034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1034'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0034 *********************************************************************** GV0034 DESIGNATION - 88 USGS GV0034 PID - GV0034 GV0034 STATE/COUNTY- VA/LANCASTER GV0034 USGS QUAD - IRVINGTON (1992) GV0034 GV0034 *CURRENT SURVEY CONTROL GV0034 ___________________________________________________________________ GV0034* NAD 83(1986)- 37 42 39. (N) 076 22 46. (W) SCALED GV0034* NAVD 88 - 26.818 (meters) 87.99 (feet) ADJUSTED GV0034 ___________________________________________________________________ GV0034 GEOID HEIGHT- -35.46 (meters) GEOID99 GV0034 DYNAMIC HT - 26.799 (meters) 87.92 (feet) COMP GV0034 MODELED GRAV- 979,947.4 (mgal) NAVD 88 GV0034 GV0034 VERT ORDER - FIRST CLASS I GV0034 GV0034.The horizontal coordinates were scaled from a topographic map and have GV0034.an estimated accuracy of +/- 6 seconds. GV0034 GV0034.The orthometric height was determined by differential leveling GV0034.and adjusted by the National Geodetic Survey in June 1991. GV0034 GV0034.The geoid height was determined by GEOID99. GV0034 GV0034.The dynamic height is computed by dividing the NAVD 88 GV0034.geopotential number by the normal gravity value computed on the GV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0034.degrees latitude (g = 980.6199 gals.). GV0034 GV0034.The modeled gravity was interpolated from observed gravity values. GV0034 GV0034; North East Units Estimated Accuracy GV0034;SPC VA S - 1,154,970. 3,686,960. MT (+/- 180 meters Scaled) GV0034 GV0034 SUPERSEDED SURVEY CONTROL GV0034 GV0034 NGVD 29 - 27.058 (m) 88.77 (f) ADJUSTED 1 1 GV0034 GV0034.Superseded values are not recommended for survey control. GV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0034.See file dsdata.txt to determine how the superseded data were derived. GV0034 GV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG784746(NAD 83) GV0034_MARKER: DD = SURVEY DISK GV0034_SETTING: 36 = BUILDING GV0034_STAMPING: 88 1916 GV0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0034+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0034 GV0034 HISTORY - Date Condition Report By GV0034 HISTORY - 1916 MONUMENTED USGS GV0034 HISTORY - 1971 GOOD NGS GV0034 HISTORY - 1987 GOOD USPSQD GV0034 HISTORY - 19910414 GOOD USPSQD GV0034 HISTORY - 19940410 GOOD USPSQD GV0034 HISTORY - 19980510 GOOD USPSQD GV0034 HISTORY - 20010901 GOOD USPSQD GV0034 HISTORY - 20021129 GOOD USPSQD GV0034 GV0034 STATION DESCRIPTION GV0034 GV0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0034'AT KILMARNOCK. GV0034'AT KILMARNOCK, SET VERTICALLY IN THE WEST FACE AND 2.2 FEET SOUTH GV0034'OF THE NORTHWEST CORNER OF THE STANDARD PRODUCTS COMPANY, INC. GV0034'BUILDING, (FORMERLY THE HOTEL EUBANK), 59 FEET SOUTH OF THE GV0034'CENTER LINE OF STATE HIGHWAY 200, AND ABOUT 2 FEET ABOVE THE GV0034'LEVEL OF THE GROUND. GV0034 GV0034 STATION RECOVERY (1987) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0034'RECOVERED IN GOOD CONDITION. GV0034 GV0034 STATION RECOVERY (1991) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0034'RECOVERED IN GOOD CONDITION. GV0034 GV0034 STATION RECOVERY (1994) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0034'RECOVERED IN GOOD CONDITION. GV0034 GV0034 STATION RECOVERY (1998) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0034'RECOVERED IN GOOD CONDITION. GV0034 GV0034 STATION RECOVERY (2001) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) GV0034'RECOVERED IN GOOD CONDITION. THIS BUILDING IS ON HWY 200 ABOUT 200 GV0034'FEET EAST OF STATE HWY 3. BUILDING NOW IS EITHER A PRIVATE RESIDENCE GV0034'OR PROFESSIONAL BUILDING. STRUCTURE IS PAINTED WHITE AND EVEN THE GV0034'STATION HAS BEEN PAINTED OVER. HOWEVER, IT CAN STILL BE EASILY GV0034'LOCATED. GV0034 GV0034 STATION RECOVERY (2002) GV0034 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0034'MARK IS IN MASONRY WALL OF A BUILDING AND YOU CANNOT GET A 360 DEGREE GV0034'HORIZON. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1041 *********************************************************************** GV1041 DESIGNATION - A 270 RESET 1958 GV1041 PID - GV1041 GV1041 STATE/COUNTY- VA/LANCASTER GV1041 USGS QUAD - URBANNA (1978) GV1041 GV1041 *CURRENT SURVEY CONTROL GV1041 ___________________________________________________________________ GV1041* NAD 83(1986)- 37 40 57. (N) 076 31 13. (W) SCALED GV1041* NAVD 88 - 7.38 (+/-2cm) 24.2 (feet) VERTCON GV1041 ___________________________________________________________________ GV1041 GEOID HEIGHT- -35.08 (meters) GEOID99 GV1041 GV1041 VERT ORDER - THIRD (See Below) GV1041 GV1041.The horizontal coordinates were scaled from a topographic map and have GV1041.an estimated accuracy of +/- 6 seconds. GV1041 GV1041.The NAVD 88 height was computed by applying the VERTCON shift value to GV1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1041.The vertical order pertains to the superseded datum. GV1041 GV1041.The geoid height was determined by GEOID99. GV1041 GV1041; North East Units Estimated Accuracy GV1041;SPC VA S - 1,151,560. 3,674,610. MT (+/- 180 meters Scaled) GV1041 GV1041 SUPERSEDED SURVEY CONTROL GV1041 GV1041 NGVD 29 - 7.66 (m) 25.1 (f) RESET 3 GV1041 GV1041.Superseded values are not recommended for survey control. GV1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1041.See file dsdata.txt to determine how the superseded data were derived. GV1041 GV1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG659716(NAD 83) GV1041_MARKER: DB = BENCH MARK DISK GV1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1041_STAMPING: A 270 RESET 1958 GV1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1041+STABILITY: SURFACE MOTION GV1041 GV1041 HISTORY - Date Condition Report By GV1041 HISTORY - 1958 MONUMENTED CGS GV1041 HISTORY - 1961 GOOD CGS GV1041 HISTORY - 19910414 MARK NOT FOUND USPSQD GV1041 HISTORY - 19940501 MARK NOT FOUND USPSQD GV1041 HISTORY - 19980425 MARK NOT FOUND USPSQD GV1041 HISTORY - 20021129 MARK NOT FOUND USPSQD GV1041 GV1041 STATION DESCRIPTION GV1041 GV1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1041'1.3 MI S FROM OTTOMAN. GV1041'1.3 MILES SOUTH ALONG STATE HIGHWAY 354 FROM THE POST OFFICE AT GV1041'OTTOMAN, AT THE T-JUNCTION OF HIGHWAY 682 LEADING SOUTHEAST, ABOUT GV1041'200 FEET EAST OF HIGHWAY 354, 30 FEET NORTHWEST OF HIGHWAY 682, 4 GV1041'FEET SOUTH OF A 24 INCH OAK TREE AND 1 FOOT SOUTH OF A CGS WITNESS GV1041'SIGN. A STANDARD DISK, STAMPED A 270 RESET 1958 AND SET IN THE GV1041'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. GV1041 GV1041 STATION RECOVERY (1991) GV1041 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1041'MARK NOT FOUND. GV1041 GV1041 STATION RECOVERY (1994) GV1041 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1041'MARK NOT FOUND. GV1041 GV1041 STATION RECOVERY (1998) GV1041 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1041'MARK NOT FOUND. GV1041 GV1041 STATION RECOVERY (2002) GV1041 GV1041'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1041'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0030 *********************************************************************** GV0030 DESIGNATION - A 272 GV0030 PID - GV0030 GV0030 STATE/COUNTY- VA/LANCASTER GV0030 USGS QUAD - IRVINGTON (1992) GV0030 GV0030 *CURRENT SURVEY CONTROL GV0030 ___________________________________________________________________ GV0030* NAD 83(1986)- 37 40 43. (N) 076 22 36. (W) SCALED GV0030* NAVD 88 - 6.968 (meters) 22.86 (feet) ADJUSTED GV0030 ___________________________________________________________________ GV0030 GEOID HEIGHT- -35.50 (meters) GEOID99 GV0030 DYNAMIC HT - 6.963 (meters) 22.84 (feet) COMP GV0030 MODELED GRAV- 979,946.4 (mgal) NAVD 88 GV0030 GV0030 VERT ORDER - FIRST CLASS I GV0030 GV0030.The horizontal coordinates were scaled from a topographic map and have GV0030.an estimated accuracy of +/- 6 seconds. GV0030 GV0030.The orthometric height was determined by differential leveling GV0030.and adjusted by the National Geodetic Survey in June 1991. GV0030 GV0030.The geoid height was determined by GEOID99. GV0030 GV0030.The dynamic height is computed by dividing the NAVD 88 GV0030.geopotential number by the normal gravity value computed on the GV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0030.degrees latitude (g = 980.6199 gals.). GV0030 GV0030.The modeled gravity was interpolated from observed gravity values. GV0030 GV0030; North East Units Estimated Accuracy GV0030;SPC VA S - 1,151,400. 3,687,290. MT (+/- 180 meters Scaled) GV0030 GV0030 SUPERSEDED SURVEY CONTROL GV0030 GV0030 NGVD 29 - 7.210 (m) 23.65 (f) ADJUSTED 1 1 GV0030 GV0030.Superseded values are not recommended for survey control. GV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0030.See file dsdata.txt to determine how the superseded data were derived. GV0030 GV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG786710(NAD 83) GV0030_MARKER: DB = BENCH MARK DISK GV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0030_STAMPING: A 272 1942 GV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0030+STABILITY: SURFACE MOTION GV0030 GV0030 HISTORY - Date Condition Report By GV0030 HISTORY - 1942 MONUMENTED CGS GV0030 HISTORY - 1971 GOOD NGS GV0030 HISTORY - 1987 GOOD USPSQD GV0030 HISTORY - 19910414 MARK NOT FOUND USPSQD GV0030 HISTORY - 19940410 MARK NOT FOUND USPSQD GV0030 HISTORY - 19980510 MARK NOT FOUND USPSQD GV0030 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0030 GV0030 STATION DESCRIPTION GV0030 GV0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0030'2.2 MI N FROM WHITE STONE. GV0030'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF GV0030'STATE HIGHWAY 3 AND WHITE STONE, 54 FEET NORTHWEST OF THE CENTER GV0030'LINE OF THE HIGHWAY, 94 FEET NORTH OF THE JUNCTION OF THE HIGHWAY GV0030'AND A PRIVATE ROAD, 39.0 FEET WEST OF A CONCRETE TUBULAR CULVERT, GV0030'20 1/2 FEET SOUTH OF POWER POLE NUMBER 47844, 1.0 FOOT SOUTHEAST GV0030'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN GV0030'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES. NOTE-- THE GV0030'ORIGINAL DESCRIPTION REPORTED THE MARK AS PROJECTING 4 INCHES. GV0030 GV0030 STATION RECOVERY (1987) GV0030 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0030'RECOVERED IN GOOD CONDITION. GV0030 GV0030 STATION RECOVERY (1991) GV0030 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0030'MARK NOT FOUND. GV0030 GV0030 STATION RECOVERY (1994) GV0030 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0030'MARK NOT FOUND. GV0030 GV0030 STATION RECOVERY (1998) GV0030 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0030'MARK NOT FOUND. GV0030 GV0030 STATION RECOVERY (2002) GV0030 GV0030'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0030'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0037 *********************************************************************** GV0037 DESIGNATION - A 460 GV0037 PID - GV0037 GV0037 STATE/COUNTY- VA/LANCASTER GV0037 USGS QUAD - FLEETS BAY (1992) GV0037 GV0037 *CURRENT SURVEY CONTROL GV0037 ___________________________________________________________________ GV0037* NAD 83(1986)- 37 44 11. (N) 076 21 44. (W) SCALED GV0037* NAVD 88 - 22.772 (meters) 74.71 (feet) ADJUSTED GV0037 ___________________________________________________________________ GV0037 GEOID HEIGHT- -35.50 (meters) GEOID99 GV0037 DYNAMIC HT - 22.757 (meters) 74.66 (feet) COMP GV0037 MODELED GRAV- 979,946.8 (mgal) NAVD 88 GV0037 GV0037 VERT ORDER - FIRST CLASS I GV0037 GV0037.The horizontal coordinates were scaled from a topographic map and have GV0037.an estimated accuracy of +/- 6 seconds. GV0037 GV0037.The orthometric height was determined by differential leveling GV0037.and adjusted by the National Geodetic Survey in June 1991. GV0037 GV0037.The geoid height was determined by GEOID99. GV0037 GV0037.The dynamic height is computed by dividing the NAVD 88 GV0037.geopotential number by the normal gravity value computed on the GV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0037.degrees latitude (g = 980.6199 gals.). GV0037 GV0037.The modeled gravity was interpolated from observed gravity values. GV0037 GV0037; North East Units Estimated Accuracy GV0037;SPC VA S - 1,157,840. 3,688,410. MT (+/- 180 meters Scaled) GV0037 GV0037 SUPERSEDED SURVEY CONTROL GV0037 GV0037 NGVD 29 - 23.014 (m) 75.51 (f) ADJUSTED 1 1 GV0037 GV0037.Superseded values are not recommended for survey control. GV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0037.See file dsdata.txt to determine how the superseded data were derived. GV0037 GV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG799774(NAD 83) GV0037_MARKER: DB = BENCH MARK DISK GV0037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0037+WITH SETTING: INTO GROUND GV0037_STAMPING: A 460 1971 GV0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0037+STABILITY: SURFACE MOTION GV0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV0037+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0037 GV0037 HISTORY - Date Condition Report By GV0037 HISTORY - 1971 MONUMENTED NGS GV0037 HISTORY - 19910414 GOOD USPSQD GV0037 HISTORY - 19940410 GOOD USPSQD GV0037 HISTORY - 19980510 GOOD USPSQD GV0037 HISTORY - 20021129 GOOD USPSQD GV0037 GV0037 STATION DESCRIPTION GV0037 GV0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0037'2 MI N FROM LANCASTER. GV0037'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION GV0037'OF STATE HIGHWAY 3 AT KILMARNOCK, 36 FEET EAST OF THE CENTER LINE GV0037'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD GV0037'607, 12 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 33, 1.2 FEET GV0037'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON GV0037'THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED GV0037'TO A METAL BASE PLATE. THE DISK IS 3 INCHES BELOW THE SURFACE OF GV0037'THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE THAT IS GV0037'LEVEL WITH THE GROUND. GV0037 GV0037 STATION RECOVERY (1991) GV0037 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0037'RECOVERED IN GOOD CONDITION. GV0037 GV0037 STATION RECOVERY (1994) GV0037 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0037'RECOVERED IN GOOD CONDITION. GV0037 GV0037 STATION RECOVERY (1998) GV0037 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0037'RECOVERED IN GOOD CONDITION. GV0037 GV0037 STATION RECOVERY (2002) GV0037 GV0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0037'STATION IS 12 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 33 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3647 *********************************************************************** GV3647 DESIGNATION - ANCHOR 2 GV3647 PID - GV3647 GV3647 STATE/COUNTY- VA/LANCASTER GV3647 USGS QUAD - DELTAVILLE (1992) GV3647 GV3647 *CURRENT SURVEY CONTROL GV3647 ___________________________________________________________________ GV3647* NAD 83(1993)- 37 37 04.88440(N) 076 19 28.85321(W) ADJUSTED GV3647* NAVD 88 - -0. (meters) -0. (feet) SCALED GV3647 ___________________________________________________________________ GV3647 LAPLACE CORR- -5.30 (seconds) DEFLEC99 GV3647 GEOID HEIGHT- -35.68 (meters) GEOID99 GV3647 GV3647 HORZ ORDER - THIRD GV3647 GV3647.The horizontal coordinates were established by classical geodetic methods GV3647.and adjusted by the National Geodetic Survey in November 1994. GV3647 GV3647.The orthometric height was scaled from a topographic map. GV3647 GV3647.The Laplace correction was computed from DEFLEC99 derived deflections. GV3647 GV3647.The geoid height was determined by GEOID99. GV3647 GV3647; North East Units Scale Converg. GV3647;SPC VA S - 1,144,782.289 3,692,024.698 MT 0.99995493 +1 19 12.9 GV3647;UTM 18 - 4,164,260.304 383,093.167 MT 0.99976834 -0 48 31.2 GV3647 GV3647: Primary Azimuth Mark Grid Az GV3647:SPC VA S - MOSQUITO 3 248 56 07.6 GV3647:UTM 18 - MOSQUITO 3 251 03 51.7 GV3647 GV3647|---------------------------------------------------------------------| GV3647| PID Reference Object Distance Geod. Az | GV3647| dddmmss.s | GV3647| DC8933 ANCHOR 2 RM 1 19.557 METERS 01533 | GV3647| DC8934 ANCHOR 2 RM 2 18.543 METERS 10527 | GV3647| GV3661 MOSQUITO 3 APPROX. 3.3 KM 2501520.5 | GV3647| GV3662 OYSTER HOUSE SOUTH GABLE APPROX. 1.9 KM 2855012.2 | GV3647|---------------------------------------------------------------------| GV3647 GV3647 SUPERSEDED SURVEY CONTROL GV3647 GV3647 NAD 83(1993)- 37 37 04.88340(N) 076 19 28.87106(W) AD( ) 3 GV3647 NAD 83(1986)- 37 37 04.88297(N) 076 19 28.87150(W) AD( ) 3 GV3647 NAD 27 - 37 37 04.38700(N) 076 19 30.09700(W) AD( ) 3 GV3647 GV3647.Superseded values are not recommended for survey control. GV3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3647.See file dsdata.txt to determine how the superseded data were derived. GV3647 GV3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8309364260(NAD 83) GV3647_MARKER: DE = TRAVERSE STATION DISK GV3647_SETTING: 0 = UNSPECIFIED SETTING GV3647 GV3647 HISTORY - Date Condition Report By GV3647 HISTORY - 1944 MONUMENTED CGS GV3647 HISTORY - 1954 GOOD CGS GV3647 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3647 HISTORY - 19980510 MARK NOT FOUND USPSQD GV3647 HISTORY - 20021129 MARK NOT FOUND USPSQD GV3647 GV3647 STATION DESCRIPTION GV3647 GV3647'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV3647'THE STATION IS LOCATED ON THE ISLAND KNOWN AS GOVERNMENT GV3647'BAR (GOVERNMENT POINT), ON THE N SHORE OF THE RAPPAHANNOCK GV3647'RIVER, 1 MILE E OF THE VILLAGE OF PALMER, AND 1.8 MILES W GV3647'OF THE OLD WHARF AT WESTLAND. GV3647' GV3647'THE STATION IS 64.0 FEET N OF THE HIGH-WATER LINE, 88.1 FEET GV3647'S OF THE HIGH-WATER LINE ON THE N SIDE OF THE ISLAND, OPPOSITE GV3647'A MARSH MAKING OUT FROM THE MAINLAND, 98.0 METERS W OF THE GV3647'W OF TWO LARGE PINES, AND 3,700 FEET E OF THE W END OF THE GV3647'ISLAND. GV3647' GV3647'THE STATION IS A BRONZE TRAVERSE DISK STAMPED ANCHOR 2 1944 GV3647'AND SET IN CONCRETE. GV3647' GV3647'REFERENCE MARK 1 IS LOCATED ON THE N SIDE OF THE ISLAND, GV3647'57.0 FEET S OF THE HIGH-WATER LINE, AND 112.0 FEET N OF GV3647'THE HIGH-WATER LINE. IT IS A BRONZE REFERENCE DISK STAMPED GV3647'ANCHOR 2 R.M. 1 AND SET IN CONCRETE. GV3647' GV3647'REFERENCE MARK 2 IS LOCATED ON THE S SIDE OF THE ISLAND, GV3647'125.0 FEET S OF THE HIGH-WATER LINE, AND 44.0 FEET N OF THE GV3647'HIGH-WATER LINE. IT IS A BRONZE REFERENCE DISK STAMPED ANCHOR GV3647'2 R.M. 2 AND SET IN CONCRETE. GV3647 GV3647 STATION RECOVERY (1954) GV3647 GV3647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU) GV3647'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. GV3647'DISTANCES TO THE REFERENCE MARKS ARE IN AGREEMENT WITH THOSE GV3647'PUBLISHED. REFERENCE MARK 2 IS 2 IN. BELOW THE SURFACE. GV3647 GV3647 STATION RECOVERY (1994) GV3647 GV3647'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3647'MARK NOT FOUND. GV3647 GV3647 STATION RECOVERY (1998) GV3647 GV3647'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3647'MARK NOT FOUND. GV3647 GV3647 STATION RECOVERY (2002) GV3647 GV3647'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3647'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0028 *********************************************************************** GV0028 DESIGNATION - B 272 GV0028 PID - GV0028 GV0028 STATE/COUNTY- VA/LANCASTER GV0028 USGS QUAD - IRVINGTON (1992) GV0028 GV0028 *CURRENT SURVEY CONTROL GV0028 ___________________________________________________________________ GV0028* NAD 83(1986)- 37 39 45. (N) 076 23 05. (W) SCALED GV0028* NAVD 88 - 12.657 (meters) 41.53 (feet) POSTED GV0028 ___________________________________________________________________ GV0028 GEOID HEIGHT- -35.48 (meters) GEOID99 GV0028 DYNAMIC HT - 12.650 (meters) 41.50 (feet) COMP GV0028 MODELED GRAV- 979,946.4 (mgal) NAVD 88 GV0028 GV0028 VERT ORDER - * POSTED, Code D , SEE BELOW GV0028 GV0028.The horizontal coordinates were scaled from a topographic map and have GV0028.an estimated accuracy of +/- 6 seconds. GV0028 GV0028.The orthometric height was determined by differential leveling GV0028.and adjusted by the National Geodetic Survey in 1992. GV0028.* This is a POSTED BENCH MARK height. Code D indicates a distribution GV0028.rate of 3.1 thru 4.0 mm/km. GV0028 GV0028.The geoid height was determined by GEOID99. GV0028 GV0028.The dynamic height is computed by dividing the NAVD 88 GV0028.geopotential number by the normal gravity value computed on the GV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0028.degrees latitude (g = 980.6199 gals.). GV0028 GV0028.The modeled gravity was interpolated from observed gravity values. GV0028 GV0028; North East Units Estimated Accuracy GV0028;SPC VA S - 1,149,600. 3,686,620. MT (+/- 180 meters Scaled) GV0028 GV0028 SUPERSEDED SURVEY CONTROL GV0028 GV0028 NGVD 29 - 12.898 (m) 42.32 (f) ADJUSTED 2 0 GV0028 GV0028.Superseded values are not recommended for survey control. GV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0028.See file dsdata.txt to determine how the superseded data were derived. GV0028 GV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG778692(NAD 83) GV0028_MARKER: DB = BENCH MARK DISK GV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0028_STAMPING: B 272 1942 GV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0028+STABILITY: SURFACE MOTION GV0028 GV0028 HISTORY - Date Condition Report By GV0028 HISTORY - 1942 MONUMENTED CGS GV0028 HISTORY - 19980411 MARK NOT FOUND USPSQD GV0028 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0028 GV0028 STATION DESCRIPTION GV0028 GV0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 GV0028'1.2 MI N FROM WHITESTONE. GV0028'1.2 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE PEOPLES BANK AT GV0028'WHITESTONE, AT A T INTERSECTION OF THE HIGHWAY AND DIRT ROAD NO. GV0028'646 LEADING NORTHWEST, 33 FEET NORTHWEST OF THE CENTER LINE OF THE GV0028'HIGHWAY, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, GV0028'AND 1 1/2 FEET EAST OF A REFERENCE POST. A DISK, SET IN THE TOP GV0028'OF A CONCRETE POST. GV0028 GV0028 STATION RECOVERY (1998) GV0028 GV0028'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0028'MARK NOT FOUND. GV0028 GV0028 STATION RECOVERY (2002) GV0028 GV0028'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0028'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0029 *********************************************************************** GV0029 DESIGNATION - B 272 RESET 1950 GV0029 PID - GV0029 GV0029 STATE/COUNTY- VA/LANCASTER GV0029 USGS QUAD - IRVINGTON (1992) GV0029 GV0029 *CURRENT SURVEY CONTROL GV0029 ___________________________________________________________________ GV0029* NAD 83(1986)- 37 39 45. (N) 076 23 05. (W) SCALED GV0029* NAVD 88 - 12.809 (meters) 42.02 (feet) ADJUSTED GV0029 ___________________________________________________________________ GV0029 GEOID HEIGHT- -35.48 (meters) GEOID99 GV0029 DYNAMIC HT - 12.800 (meters) 41.99 (feet) COMP GV0029 MODELED GRAV- 979,946.4 (mgal) NAVD 88 GV0029 GV0029 VERT ORDER - FIRST CLASS I GV0029 GV0029.The horizontal coordinates were scaled from a topographic map and have GV0029.an estimated accuracy of +/- 6 seconds. GV0029 GV0029.The orthometric height was determined by differential leveling GV0029.and adjusted by the National Geodetic Survey in June 1991. GV0029 GV0029.The geoid height was determined by GEOID99. GV0029 GV0029.The dynamic height is computed by dividing the NAVD 88 GV0029.geopotential number by the normal gravity value computed on the GV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0029.degrees latitude (g = 980.6199 gals.). GV0029 GV0029.The modeled gravity was interpolated from observed gravity values. GV0029 GV0029; North East Units Estimated Accuracy GV0029;SPC VA S - 1,149,600. 3,686,620. MT (+/- 180 meters Scaled) GV0029 GV0029 SUPERSEDED SURVEY CONTROL GV0029 GV0029 NGVD 29 - 13.051 (m) 42.82 (f) ADJUSTED 1 1 GV0029 GV0029.Superseded values are not recommended for survey control. GV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0029.See file dsdata.txt to determine how the superseded data were derived. GV0029 GV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG778692(NAD 83) GV0029_MARKER: DB = BENCH MARK DISK GV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0029_STAMPING: B 272 RESET 1950 GV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0029+STABILITY: SURFACE MOTION GV0029 GV0029 HISTORY - Date Condition Report By GV0029 HISTORY - 1950 MONUMENTED CGS GV0029 HISTORY - 1971 GOOD NGS GV0029 HISTORY - 19910414 MARK NOT FOUND USPSQD GV0029 HISTORY - 19940410 MARK NOT FOUND USPSQD GV0029 HISTORY - 19980411 MARK NOT FOUND USPSQD GV0029 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0029 GV0029 STATION DESCRIPTION GV0029 GV0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0029'1 MI N FROM WHITE STONE. GV0029'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION GV0029'OF STATE HIGHWAY 3 AT WHITE STONE, 218 FEET SOUTHWEST OF THE GV0029'CENTER OF THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD 646, 93 FEET GV0029'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET NORTHEAST GV0029'OF THE NORTHEAST CORNER OF A 2-STORY FRAME HOUSE, ABOUT LEVEL WITH GV0029'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL GV0029'WITH THE SURFACE OF THE GROUND. GV0029 GV0029 STATION RECOVERY (1991) GV0029 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1991 (CMP) GV0029'MARK NOT FOUND. GV0029 GV0029 STATION RECOVERY (1994) GV0029 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0029'MARK NOT FOUND. GV0029 GV0029 STATION RECOVERY (1998) GV0029 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0029'MARK NOT FOUND. GV0029 GV0029 STATION RECOVERY (2002) GV0029 GV0029'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0029'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV6179 *********************************************************************** GV6179 DESIGNATION - BEWD GV6179 PID - GV6179 GV6179 STATE/COUNTY- VA/LANCASTER GV6179 USGS QUAD - LIVELY (1992) GV6179 GV6179 *CURRENT SURVEY CONTROL GV6179 ___________________________________________________________________ GV6179* NAD 83(1993)- 37 48 03.71551(N) 076 34 10.87754(W) ADJUSTED GV6179* NAVD 88 - 31.2 (meters) 102. (feet) GPS OBS GV6179 ___________________________________________________________________ GV6179 X - 1,171,995.000 (meters) COMP GV6179 Y - -4,908,000.950 (meters) COMP GV6179 Z - 3,888,015.706 (meters) COMP GV6179 LAPLACE CORR- -4.86 (seconds) DEFLEC99 GV6179 ELLIP HEIGHT- -3.22 (meters) GPS OBS GV6179 GEOID HEIGHT- -34.79 (meters) GEOID99 GV6179 GV6179 HORZ ORDER - SECOND GV6179 ELLP ORDER - FOURTH CLASS II GV6179 GV6179.The horizontal coordinates were established by GPS observations GV6179.and adjusted by the National Geodetic Survey in November 1994. GV6179 GV6179.The orthometric height was determined by GPS observations and a GV6179.high-resolution geoid model. GV6179 GV6179.The X, Y, and Z were computed from the position and the ellipsoidal ht. GV6179 GV6179.The Laplace correction was computed from DEFLEC99 derived deflections. GV6179 GV6179.The ellipsoidal height was determined by GPS observations GV6179.and is referenced to NAD 83. GV6179 GV6179.The geoid height was determined by GEOID99. GV6179 GV6179; North East Units Scale Converg. GV6179;SPC VA S - 1,164,619.310 3,669,984.815 MT 0.99997396 +1 10 17.6 GV6179;UTM 18 - 4,184,899.882 361,809.712 MT 0.99983521 -0 57 44.1 GV6179 GV6179 SUPERSEDED SURVEY CONTROL GV6179 GV6179 ELLIP HT - -3.35 (m) GP( ) 4 2 GV6179 NAD 83(1993)- 37 48 03.71471(N) 076 34 10.89573(W) AD( ) 2 GV6179 GV6179.Superseded values are not recommended for survey control. GV6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV6179.See file dsdata.txt to determine how the superseded data were derived. GV6179 GV6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6181084900(NAD 83) GV6179_MARKER: DD = SURVEY DISK GV6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV6179_STAMPING: BEWD 1992 GV6179_MARK LOGO: NOS GV6179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET GV6179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GV6179+STABILITY: POSITION/ELEVATION WELL GV6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV6179+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV6179 GV6179 HISTORY - Date Condition Report By GV6179 HISTORY - 1992 MONUMENTED NOS GV6179 HISTORY - 19980731 GOOD USPSQD GV6179 HISTORY - 20021129 GOOD USPSQD GV6179 GV6179 STATION DESCRIPTION GV6179 GV6179'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 GV6179'THE STATION IS LOCATED ABOUT 15.5 MI (24.94 KM) SOUTHEAST OF WARSAW GV6179'AND 3.8 MI (6.12 KM) NORTHWEST OF THE TOWN OF LIVELY, IN THE NORTHERN GV6179'NECK AREA, IN THE TOWN OF LITWALTON, AT THE INTERSECTION OF STATE GV6179'ROUTES 354 AND 622, IN THE NORTHEAST QUADRANT OF THE RIGHT OF WAY. GV6179'TO REACH THE STATION FROM THE POST OFFICE IN LIVELY, PROCEED NORTH ALO GV6179'STATE ROUTE 3 FOR 1.25 MI (2.01 KM) TO A CROSSROADS AND ROUTE 622 ON GV6179'THE LEFT. TURN LEFT AND PROCEED WEST ALONG ROUTE 622 FOR 1.25 MI GV6179'(2.01 KM) TO ROUTE 618 ON THE RIGHT, CONTINUE WEST ALONG ROUTE 622 FOR GV6179'0.45 MILE TO NUTTSVILLE AND A FORK IN THE ROAD. TAKE THE RIGHT FORK GV6179'(ROUTE 622)AND PROCEED WEST AND NORTHWEST FOR 1.2 MI (1.93 KM) TO THE GV6179'STATION ON THE RIGHT JUST BEFORE STATE ROUTE 354. GV6179'THE SATION MARK IS GV6179'AN NOS ALUMINUM DISK STAMPED ---BEWD 1992---, CRIMPED TO THE TOP OF AN GV6179'ALUMINUM ROD DRIVEN 1.07 M (3.51 FT) INTO THE GROUND AND SURROUNDED BY GV6179'A ROUND CONCRETE MONUMENT RECESSED 0.1 M (0.33 FT) BELOW GROUND, IT GV6179'IS 26.20 M (85.96 FT) NORTH OF THE CENTERLINE OF ROUTE 622, 21.9 M GV6179'(71.85 FT) WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVE, 14.05 GV6179'M (46.10 FT) EAST OF THE CENTERLINE OF ROUTE 354 AND 5.55 M GV6179'(18.21 FT) EAST-NORTHEAST OF A HISTORICAL MARKER. GV6179 GV6179 STATION RECOVERY (1998) GV6179 GV6179'RECOVERY NOTE BY US POWER SQUADRON 1998 GV6179'RECOVERED IN GOOD CONDITION. GV6179 GV6179 STATION RECOVERY (2002) GV6179 GV6179'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV6179'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV6205 *********************************************************************** GV6205 DESIGNATION - BM 18 GV6205 PID - GV6205 GV6205 STATE/COUNTY- VA/LANCASTER GV6205 USGS QUAD - IRVINGTON (1992) GV6205 GV6205 *CURRENT SURVEY CONTROL GV6205 ___________________________________________________________________ GV6205* NAD 83(1986)- 37 44 36. (N) 076 23 49. (W) SCALED GV6205* NAVD 88 - 5.50 (+/-2cm) 18.0 (feet) VERTCON GV6205 ___________________________________________________________________ GV6205 GEOID HEIGHT- -35.38 (meters) GEOID99 GV6205 GV6205 VERT ORDER - THIRD ? (See Below) GV6205 GV6205.The horizontal coordinates were scaled from a topographic map and have GV6205.an estimated accuracy of +/- 6 seconds. GV6205 GV6205.The NAVD 88 height was computed by applying the VERTCON shift value to GV6205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV6205.The vertical order pertains to the superseded datum. GV6205 GV6205.The geoid height was determined by GEOID99. GV6205 GV6205; North East Units Estimated Accuracy GV6205;SPC VA S - 1,158,540. 3,685,340. MT (+/- 180 meters Scaled) GV6205 GV6205 SUPERSEDED SURVEY CONTROL GV6205 GV6205 NGVD 29 - 5.74 (m) 18.8 (f) LEVELING 3 GV6205 GV6205.Superseded values are not recommended for survey control. GV6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV6205.See file dsdata.txt to determine how the superseded data were derived. GV6205 GV6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG769782(NAD 83) GV6205_MARKER: DB = BENCH MARK DISK GV6205_SETTING: 0 = UNSPECIFIED SETTING GV6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV6205+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV6205 GV6205 HISTORY - Date Condition Report By GV6205 HISTORY - 1944 MONUMENTED USGS GV6205 HISTORY - 1952 GOOD CGS GV6205 HISTORY - 19980731 GOOD USPSQD GV6205 HISTORY - 20021129 GOOD USPSQD GV6205 GV6205 STATION DESCRIPTION GV6205 GV6205'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FLG) GV6205'LANCASTER ROOLER MILL, WEST FACE OF, AT NORTHWEST CORNER, GV6205'IN BRICK FOUNDATION WALL. GV6205' GV6205'THE STATION IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED GV6205'18, 1916. GV6205 GV6205 STATION RECOVERY (1952) GV6205 GV6205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH) GV6205'STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION GV6205'SHOULD BE CHANGED TO READ N FACE (NEXT TO LANCASTER) OF, AT GV6205'NE CORNER (NEXT TO HIGHWAY) INSTEAD OF W FACE OF, AT NW GV6205'CORNER. GV6205' GV6205'THIS WAS OCCUPIED AS A TRAVERSE STATION. GV6205 GV6205 STATION RECOVERY (1998) GV6205 GV6205'RECOVERY NOTE BY US POWER SQUADRON 1998 GV6205'RECOVERED IN GOOD CONDITION. GV6205 GV6205 STATION RECOVERY (2002) GV6205 GV6205'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV6205'STATION IS LOCATED ON ROUTE 790. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0152 *********************************************************************** GV0152 DESIGNATION - C 270 GV0152 PID - GV0152 GV0152 STATE/COUNTY- VA/LANCASTER GV0152 USGS QUAD - IRVINGTON (1992) GV0152 GV0152 *CURRENT SURVEY CONTROL GV0152 ___________________________________________________________________ GV0152* NAD 83(1986)- 37 40 13. (N) 076 29 22. (W) SCALED GV0152* NAVD 88 - 9.088 (meters) 29.82 (feet) ADJUSTED GV0152 ___________________________________________________________________ GV0152 GEOID HEIGHT- -35.18 (meters) GEOID99 GV0152 DYNAMIC HT - 9.082 (meters) 29.80 (feet) COMP GV0152 MODELED GRAV- 979,953.0 (mgal) NAVD 88 GV0152 GV0152 VERT ORDER - SECOND CLASS 0 GV0152 GV0152.The horizontal coordinates were scaled from a topographic map and have GV0152.an estimated accuracy of +/- 6 seconds. GV0152 GV0152.The orthometric height was determined by differential leveling GV0152.and adjusted by the National Geodetic Survey in June 1991. GV0152 GV0152.The geoid height was determined by GEOID99. GV0152 GV0152.The dynamic height is computed by dividing the NAVD 88 GV0152.geopotential number by the normal gravity value computed on the GV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0152.degrees latitude (g = 980.6199 gals.). GV0152 GV0152.The modeled gravity was interpolated from observed gravity values. GV0152 GV0152; North East Units Estimated Accuracy GV0152;SPC VA S - 1,150,260. 3,677,360. MT (+/- 180 meters Scaled) GV0152 GV0152 SUPERSEDED SURVEY CONTROL GV0152 GV0152 NGVD 29 - 9.332 (m) 30.62 (f) ADJUSTED 2 0 GV0152 GV0152.Superseded values are not recommended for survey control. GV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0152.See file dsdata.txt to determine how the superseded data were derived. GV0152 GV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG686702(NAD 83) GV0152_MARKER: DB = BENCH MARK DISK GV0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0152_STAMPING: C-270 - 1942 GV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0152+STABILITY: SURFACE MOTION GV0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0152+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0152 GV0152 HISTORY - Date Condition Report By GV0152 HISTORY - 1942 MONUMENTED CGS GV0152 HISTORY - 1954 GOOD CGS GV0152 HISTORY - 1961 GOOD CGS GV0152 HISTORY - 19910414 GOOD USPSQD GV0152 HISTORY - 19940501 GOOD USPSQD GV0152 HISTORY - 19980425 GOOD USPSQD GV0152 HISTORY - 20021129 GOOD USPSQD GV0152 GV0152 STATION DESCRIPTION GV0152 GV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 GV0152'AT MILLENBECK. GV0152'AT MILLENBECK, LANCASTER COUNTY, ON SECONDARY STATE HIGHWAY 625, GV0152'275 YARDS NORTHWEST OF MILLENBECK WHARF, 36 FEET NORTHEAST OF THE GV0152'NORTH CORNER OF A SQUARE CINDER-BLOCK BUILDING WITH A PYRAMIDAL-SHAPED GV0152'ROOF, 40.5 FEET SOUTHWEST OF THE CENTERLINE OF THE MACADAM ROAD, GV0152'AND 15 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE R2-270-28L. GV0152'A STANDARD DISK, STAMPED C 270 1942 AND SET IN THE TOP OF A GV0152'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. GV0152 GV0152 STATION RECOVERY (1961) GV0152 GV0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV0152'RECOVERED IN GOOD CONDITION. GV0152 GV0152 STATION RECOVERY (1991) GV0152 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV0152'RECOVERED IN GOOD CONDITION. GV0152 GV0152 STATION RECOVERY (1994) GV0152 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0152'RECOVERED IN GOOD CONDITION. GV0152 GV0152 STATION RECOVERY (1998) GV0152 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0152'RECOVERED IN GOOD CONDITION. GV0152 GV0152 STATION RECOVERY (2002) GV0152 GV0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0152'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3730 *********************************************************************** GV3730 DESIGNATION - CORROTOMAN PT LIGHT GV3730 PID - GV3730 GV3730 STATE/COUNTY- VA/LANCASTER GV3730 USGS QUAD - IRVINGTON (1992) GV3730 GV3730 *CURRENT SURVEY CONTROL GV3730 ___________________________________________________________________ GV3730* NAD 83(1993)- 37 40 00.38388(N) 076 28 55.86914(W) ADJUSTED GV3730* NAVD 88 - GV3730 ___________________________________________________________________ GV3730 LAPLACE CORR- -5.37 (seconds) DEFLEC99 GV3730 GEOID HEIGHT- -35.21 (meters) GEOID99 GV3730 GV3730 HORZ ORDER - THIRD GV3730 GV3730.The horizontal coordinates were established by classical geodetic methods GV3730.and adjusted by the National Geodetic Survey in November 1994. GV3730 GV3730 GV3730.The Laplace correction was computed from DEFLEC99 derived deflections. GV3730 GV3730.The geoid height was determined by GEOID99. GV3730 GV3730; North East Units Scale Converg. GV3730;SPC VA S - 1,149,882.772 3,678,007.670 MT 0.99995900 +1 13 28.8 GV3730;UTM 18 - 4,169,877.217 369,277.683 MT 0.99981048 -0 54 21.0 GV3730 GV3730 SUPERSEDED SURVEY CONTROL GV3730 GV3730 NAD 83(1993)- 37 40 00.38297(N) 076 28 55.88675(W) AD( ) 4 GV3730 NAD 83(1986)- 37 40 00.38332(N) 076 28 55.88644(W) AD( ) 4 GV3730 NAD 27 - 37 39 59.88300(N) 076 28 57.07600(W) AD( ) 3 GV3730 GV3730.Superseded values are not recommended for survey control. GV3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3730.See file dsdata.txt to determine how the superseded data were derived. GV3730 GV3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6927869877(NAD 83) GV3730_MARKER: 14 = NAVIGATION LIGHT GV3730 GV3730 HISTORY - Date Condition Report By GV3730 HISTORY - 1954 FIRST OBSERVED CGS GV3730 HISTORY - 19940501 GOOD USPSQD GV3730 HISTORY - 19980411 GOOD USPSQD GV3730 HISTORY - 20021129 GOOD USPSQD GV3730 GV3730 STATION DESCRIPTION GV3730 GV3730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU) GV3730'THE STATION IS LOCATED IN CORROTOMAN RIVER, ABOUT 0.5 MI. GV3730'W OF CORROTOMAN POINT, AND ON THE W END OF A SHOAL MAKING GV3730'OFF SAID POINT. THE STRUCTURE IS A RED STEEL PILE WITH GV3730'CAGEWORK AT TOP. THE POINT OBSERVED WAS THE TOP POINT OR GV3730'GLOBE OF THE LIGHT. GV3730' GV3730'TO REACH THE STATION FROM MILLENBECK, DRIVE 0.7 MI. E ON GV3730'SECONDARY STATE HIGHWAY 625 TO MILLENBECK WHARF. THE LIGHT GV3730'IS VISIBLE FROM SAID WHARF. GV3730' GV3730'THIS IS AN INTERSECTION STATION. GV3730 GV3730 STATION RECOVERY (1994) GV3730 GV3730'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3730'RECOVERED IN GOOD CONDITION. GV3730 GV3730 STATION RECOVERY (1998) GV3730 GV3730'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3730'RECOVERED IN GOOD CONDITION. GV3730 GV3730 STATION RECOVERY (2002) GV3730 GV3730'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3730'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1094 *********************************************************************** GV1094 DESIGNATION - D 270 GV1094 PID - GV1094 GV1094 STATE/COUNTY- VA/LANCASTER GV1094 USGS QUAD - LIVELY (1992) GV1094 GV1094 *CURRENT SURVEY CONTROL GV1094 ___________________________________________________________________ GV1094* NAD 83(1986)- 37 45 07. (N) 076 32 31. (W) SCALED GV1094* NAVD 88 - 25.109 (meters) 82.38 (feet) ADJUSTED GV1094 ___________________________________________________________________ GV1094 GEOID HEIGHT- -34.94 (meters) GEOID99 GV1094 DYNAMIC HT - 25.092 (meters) 82.32 (feet) COMP GV1094 MODELED GRAV- 979,958.9 (mgal) NAVD 88 GV1094 GV1094 VERT ORDER - SECOND CLASS 0 GV1094 GV1094.The horizontal coordinates were scaled from a topographic map and have GV1094.an estimated accuracy of +/- 6 seconds. GV1094 GV1094.The orthometric height was determined by differential leveling GV1094.and adjusted by the National Geodetic Survey in June 1991. GV1094 GV1094.The geoid height was determined by GEOID99. GV1094 GV1094.The dynamic height is computed by dividing the NAVD 88 GV1094.geopotential number by the normal gravity value computed on the GV1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1094.degrees latitude (g = 980.6199 gals.). GV1094 GV1094.The modeled gravity was interpolated from observed gravity values. GV1094 GV1094; North East Units Estimated Accuracy GV1094;SPC VA S - 1,159,220. 3,672,540. MT (+/- 180 meters Scaled) GV1094 GV1094 SUPERSEDED SURVEY CONTROL GV1094 GV1094 NGVD 29 - 25.352 (m) 83.18 (f) ADJUSTED 2 0 GV1094 GV1094.Superseded values are not recommended for survey control. GV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1094.See file dsdata.txt to determine how the superseded data were derived. GV1094 GV1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG641794(NAD 83) GV1094_MARKER: DB = BENCH MARK DISK GV1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1094_STAMPING: D 270 1942 GV1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1094+STABILITY: SURFACE MOTION GV1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV1094+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1094 GV1094 HISTORY - Date Condition Report By GV1094 HISTORY - 1942 MONUMENTED CGS GV1094 HISTORY - 1961 GOOD CGS GV1094 HISTORY - 19910414 GOOD USPSQD GV1094 HISTORY - 19980425 GOOD USPSQD GV1094 HISTORY - 20021129 GOOD USPSQD GV1094 GV1094 STATION DESCRIPTION GV1094 GV1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1094'2.5 MI SW FROM LIVELY. GV1094'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 201 FROM THE CHESAPEAKE GV1094'BANKING COMPANY AT LIVELY, LANCASTER COUNTY, 0.8 MILE NORTHEAST GV1094'OF ST. MARYS CHURCH AT WHITE CHAPEL, 67 FEET SOUTHWEST OF THE GV1094'WEST CORNER OF BETHEL METHODIST CHURCH SOUTH, 78 FEET SOUTHEAST GV1094'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTHWEST OF A GV1094'WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED D 270 1942 GV1094'AND SET IN THE TOP OF A CONCRETE POST. GV1094 GV1094 STATION RECOVERY (1991) GV1094 GV1094'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1094'RECOVERED IN GOOD CONDITION. GV1094 GV1094 STATION RECOVERY (1998) GV1094 GV1094'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1094'RECOVERED IN GOOD CONDITION. GV1094 GV1094 STATION RECOVERY (2002) GV1094 GV1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1094'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0078 *********************************************************************** GV0078 DESIGNATION - D 272 GV0078 PID - GV0078 GV0078 STATE/COUNTY- VA/LANCASTER GV0078 USGS QUAD - IRVINGTON (1992) GV0078 GV0078 *CURRENT SURVEY CONTROL GV0078 ___________________________________________________________________ GV0078* NAD 83(1986)- 37 38 26. (N) 076 22 42. (W) SCALED GV0078* NAVD 88 - 9.624 (meters) 31.57 (feet) ADJUSTED GV0078 ___________________________________________________________________ GV0078 GEOID HEIGHT- -35.52 (meters) GEOID99 GV0078 DYNAMIC HT - 9.618 (meters) 31.56 (feet) COMP GV0078 MODELED GRAV- 979,945.3 (mgal) NAVD 88 GV0078 GV0078 VERT ORDER - FIRST CLASS I GV0078 GV0078.The horizontal coordinates were scaled from a topographic map and have GV0078.an estimated accuracy of +/- 6 seconds. GV0078 GV0078.The orthometric height was determined by differential leveling GV0078.and adjusted by the National Geodetic Survey in June 1991. GV0078 GV0078.The geoid height was determined by GEOID99. GV0078 GV0078.The dynamic height is computed by dividing the NAVD 88 GV0078.geopotential number by the normal gravity value computed on the GV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0078.degrees latitude (g = 980.6199 gals.). GV0078 GV0078.The modeled gravity was interpolated from observed gravity values. GV0078 GV0078; North East Units Estimated Accuracy GV0078;SPC VA S - 1,147,180. 3,687,230. MT (+/- 180 meters Scaled) GV0078 GV0078 SUPERSEDED SURVEY CONTROL GV0078 GV0078 NGVD 29 - 9.866 (m) 32.37 (f) ADJUSTED 1 1 GV0078 GV0078.Superseded values are not recommended for survey control. GV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0078.See file dsdata.txt to determine how the superseded data were derived. GV0078 GV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG783668(NAD 83) GV0078_MARKER: DB = BENCH MARK DISK GV0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0078_STAMPING: D 272 1942 GV0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0078+STABILITY: SURFACE MOTION GV0078 GV0078 HISTORY - Date Condition Report By GV0078 HISTORY - 1942 MONUMENTED CGS GV0078 HISTORY - 1971 GOOD NGS GV0078 HISTORY - 1987 MARK NOT FOUND USPSQD GV0078 HISTORY - 19940410 POOR USPSQD GV0078 HISTORY - 19980510 POOR USPSQD GV0078 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0078 GV0078 STATION DESCRIPTION GV0078 GV0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0078'0.8 MI SE FROM WHITE STONE. GV0078'ABOUT 0.75 MILE SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0078'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT THE JUNCTION OF GV0078'THE ROAD AND COUNTY ROAD 641, 47 FEET SOUTHEAST OF THE CENTER GV0078'LINE OF COUNTY ROAD 641, 35 1/2 FEET NORTHEAST OF THE CENTER GV0078'LINE OF COUNTY ROAD 695, 18 FEET NORTH OF POWER POLE 22 1/2, GV0078'0.3 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GV0078'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. GV0078 GV0078 STATION RECOVERY (1987) GV0078 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0078'MARK NOT FOUND. GV0078 GV0078 STATION RECOVERY (1994) GV0078 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0078'MARK RECOVERED IN POOR CONDITION. GV0078 GV0078 STATION RECOVERY (1998) GV0078 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0078'MARK RECOVERED IN POOR CONDITION. GV0078 GV0078 STATION RECOVERY (2002) GV0078 GV0078'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0078'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3634 *********************************************************************** GV3634 DESIGNATION - DYMER CREEK ENTRANCE LIGHT GV3634 PID - GV3634 GV3634 STATE/COUNTY- VA/LANCASTER GV3634 USGS QUAD - FLEETS BAY (1992) GV3634 GV3634 *CURRENT SURVEY CONTROL GV3634 ___________________________________________________________________ GV3634* NAD 83(1993)- 37 39 49.89707(N) 076 19 50.30337(W) ADJUSTED GV3634* NAVD 88 - GV3634 ___________________________________________________________________ GV3634 LAPLACE CORR- -5.33 (seconds) DEFLEC99 GV3634 GEOID HEIGHT- -35.64 (meters) GEOID99 GV3634 GV3634 HORZ ORDER - THIRD GV3634 GV3634.The horizontal coordinates were established by classical geodetic methods GV3634.and adjusted by the National Geodetic Survey in November 1994. GV3634 GV3634 GV3634.The Laplace correction was computed from DEFLEC99 derived deflections. GV3634 GV3634.The geoid height was determined by GEOID99. GV3634 GV3634; North East Units Scale Converg. GV3634;SPC VA S - 1,149,856.041 3,691,381.927 MT 0.99995874 +1 18 59.9 GV3634;UTM 18 - 4,169,353.479 382,639.444 MT 0.99976965 -0 48 47.3 GV3634 GV3634 SUPERSEDED SURVEY CONTROL GV3634 GV3634 NAD 83(1993)- 37 39 49.92571(N) 076 19 50.36282(W) AD( ) 4 GV3634 NAD 83(1986)- 37 39 49.89267(N) 076 19 50.32082(W) AD( ) 4 GV3634 NAD 27 - 37 39 49.19000(N) 076 19 51.20000(W) AD( ) 3 GV3634 GV3634.Superseded values are not recommended for survey control. GV3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3634.See file dsdata.txt to determine how the superseded data were derived. GV3634 GV3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8263969353(NAD 83) GV3634_MARKER: 14 = NAVIGATION LIGHT GV3634 GV3634 HISTORY - Date Condition Report By GV3634 HISTORY - 1954 FIRST OBSERVED CGS GV3634 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3634 HISTORY - 19980614 GOOD USPSQD GV3634 HISTORY - 20021129 GOOD USPSQD GV3634 GV3634 STATION DESCRIPTION GV3634 GV3634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB) GV3634'THE STATION IS IN FLEETS BAY, AT THE ENTRANCE TO DYMER CREEK. GV3634'THE STRUCTURE IS A TRIANGULAR BLACK-SLATTED PILE STRUCTURE GV3634'WITH A BLACK BOX ON TOP. THE POINT OBSERVED WAS THE TOP POINT GV3634'OR GLOBE OF THE LIGHT. GV3634' GV3634'THIS IS AN INTERSECTION STATION. GV3634 GV3634 STATION RECOVERY (1994) GV3634 GV3634'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3634'MARK NOT FOUND. GV3634 GV3634 STATION RECOVERY (1998) GV3634 GV3634'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3634'RECOVERED IN GOOD CONDITION. GV3634 GV3634 STATION RECOVERY (2002) GV3634 GV3634'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3634'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1098 *********************************************************************** GV1098 DESIGNATION - F 270 GV1098 PID - GV1098 GV1098 STATE/COUNTY- VA/LANCASTER GV1098 USGS QUAD - LIVELY (1992) GV1098 GV1098 *CURRENT SURVEY CONTROL GV1098 ___________________________________________________________________ GV1098* NAD 83(1986)- 37 46 07. (N) 076 29 59. (W) SCALED GV1098* NAVD 88 - 27.818 (meters) 91.27 (feet) ADJUSTED GV1098 ___________________________________________________________________ GV1098 GEOID HEIGHT- -35.03 (meters) GEOID99 GV1098 DYNAMIC HT - 27.799 (meters) 91.20 (feet) COMP GV1098 MODELED GRAV- 979,958.8 (mgal) NAVD 88 GV1098 GV1098 VERT ORDER - SECOND CLASS 0 GV1098 GV1098.The horizontal coordinates were scaled from a topographic map and have GV1098.an estimated accuracy of +/- 6 seconds. GV1098 GV1098.The orthometric height was determined by differential leveling GV1098.and adjusted by the National Geodetic Survey in June 1991. GV1098 GV1098.The geoid height was determined by GEOID99. GV1098 GV1098.The dynamic height is computed by dividing the NAVD 88 GV1098.geopotential number by the normal gravity value computed on the GV1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1098.degrees latitude (g = 980.6199 gals.). GV1098 GV1098.The modeled gravity was interpolated from observed gravity values. GV1098 GV1098; North East Units Estimated Accuracy GV1098;SPC VA S - 1,161,150. 3,676,220. MT (+/- 180 meters Scaled) GV1098 GV1098 SUPERSEDED SURVEY CONTROL GV1098 GV1098 NGVD 29 - 28.061 (m) 92.06 (f) ADJUSTED 2 0 GV1098 GV1098.Superseded values are not recommended for survey control. GV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1098.See file dsdata.txt to determine how the superseded data were derived. GV1098 GV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG679812(NAD 83) GV1098_MARKER: DB = BENCH MARK DISK GV1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1098_STAMPING: F 270 1942 GV1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1098+STABILITY: SURFACE MOTION GV1098 GV1098 HISTORY - Date Condition Report By GV1098 HISTORY - 1942 MONUMENTED CGS GV1098 HISTORY - 1961 GOOD CGS GV1098 HISTORY - 19940410 MARK NOT FOUND USPSQD GV1098 HISTORY - 19980425 MARK NOT FOUND USPSQD GV1098 HISTORY - 20021129 MARK NOT FOUND USPSQD GV1098 GV1098 STATION DESCRIPTION GV1098 GV1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1098'1.9 MI W FROM LANCASTER. GV1098'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE CHESAPEAKE GV1098'BANKING COMPANY AT LIVELY, LANCASTER COUNTY, 1.9 MILES WEST OF GV1098'THE COUNTY COURTHOUSE AT LANCASTER, AT THE Y-JUNCTION OF SECONDARY GV1098'STATE HIGHWAY 619 LEADING SOUTHEAST, 38 FEET SOUTH OF THE GV1098'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTERLINE GV1098'OF THE DIRT ROAD, 12.3 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY GV1098'MARKER, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. A GV1098'STANDARD DISK, STAMPED F 270 1942 AND SET IN THE TOP OF A GV1098'CONCRETE POST. GV1098 GV1098 STATION RECOVERY (1994) GV1098 GV1098'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1098'MARK NOT FOUND. GV1098 GV1098 STATION RECOVERY (1998) GV1098 GV1098'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1098'MARK NOT FOUND. GV1098 GV1098 STATION RECOVERY (2002) GV1098 GV1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1098'MONUMENT FOUND WITH DISC MISSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3635 *********************************************************************** GV3635 DESIGNATION - FLATS LIGHT GV3635 PID - GV3635 GV3635 STATE/COUNTY- VA/LANCASTER GV3635 USGS QUAD - FLEETS BAY (1992) GV3635 GV3635 *CURRENT SURVEY CONTROL GV3635 ___________________________________________________________________ GV3635* NAD 83(1993)- 37 39 43.32939(N) 076 19 38.01920(W) ADJUSTED GV3635* NAVD 88 - GV3635 ___________________________________________________________________ GV3635 LAPLACE CORR- -5.33 (seconds) DEFLEC99 GV3635 GEOID HEIGHT- -35.65 (meters) GEOID99 GV3635 GV3635 HORZ ORDER - THIRD GV3635 GV3635.The horizontal coordinates were established by classical geodetic methods GV3635.and adjusted by the National Geodetic Survey in November 1994. GV3635 GV3635 GV3635.The Laplace correction was computed from DEFLEC99 derived deflections. GV3635 GV3635.The geoid height was determined by GEOID99. GV3635 GV3635; North East Units Scale Converg. GV3635;SPC VA S - 1,149,660.541 3,691,687.566 MT 0.99995858 +1 19 07.4 GV3635;UTM 18 - 4,169,146.794 382,937.550 MT 0.99976879 -0 48 39.7 GV3635 GV3635 SUPERSEDED SURVEY CONTROL GV3635 GV3635 NAD 83(1993)- 37 39 43.35728(N) 076 19 38.07734(W) AD( ) 4 GV3635 NAD 83(1986)- 37 39 43.32509(N) 076 19 38.03691(W) AD( ) 4 GV3635 NAD 27 - 37 39 42.62900(N) 076 19 38.93000(W) AD( ) 3 GV3635 GV3635.Superseded values are not recommended for survey control. GV3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3635.See file dsdata.txt to determine how the superseded data were derived. GV3635 GV3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8293869147(NAD 83) GV3635_MARKER: 14 = NAVIGATION LIGHT GV3635 GV3635 HISTORY - Date Condition Report By GV3635 HISTORY - 1954 FIRST OBSERVED CGS GV3635 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3635 HISTORY - 19980614 GOOD USPSQD GV3635 HISTORY - 20021129 GOOD USPSQD GV3635 GV3635 STATION DESCRIPTION GV3635 GV3635'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB) GV3635'THE STATION IS LOCATED IN FLEETS BAY, NEAR THE ENTRANCE TO GV3635'DYMER CREEK, AND MARKS THE N EDGE OF THE CHANNEL INTO SAID GV3635'CREEK. THE STRUCTURE IS A TRIANGULAR RED-SLATTED PILE STRUCTURE GV3635'WITH A RED BOX ON TOP. THE POINT SIGNTED ON WAS THE TOP POINT GV3635'OR GLOBE OF THE LIGHT. GV3635' GV3635'THIS IS AN INTERSECTION STATION. GV3635 GV3635 STATION RECOVERY (1994) GV3635 GV3635'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3635'MARK NOT FOUND. GV3635 GV3635 STATION RECOVERY (1998) GV3635 GV3635'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3635'RECOVERED IN GOOD CONDITION. GV3635 GV3635 STATION RECOVERY (2002) GV3635 GV3635'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3635'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3636 *********************************************************************** GV3636 DESIGNATION - FLATS LIGHT 6 GV3636 PID - GV3636 GV3636 STATE/COUNTY- VA/LANCASTER GV3636 USGS QUAD - FLEETS BAY (1992) GV3636 GV3636 *CURRENT SURVEY CONTROL GV3636 ___________________________________________________________________ GV3636* NAD 83(1993)- 37 39 28.83464(N) 076 19 18.54076(W) ADJUSTED GV3636* NAVD 88 - GV3636 ___________________________________________________________________ GV3636 LAPLACE CORR- -5.31 (seconds) DEFLEC99 GV3636 GEOID HEIGHT- -35.67 (meters) GEOID99 GV3636 GV3636 HORZ ORDER - THIRD GV3636 GV3636.The horizontal coordinates were established by classical geodetic methods GV3636.and adjusted by the National Geodetic Survey in November 1994. GV3636 GV3636 GV3636.The Laplace correction was computed from DEFLEC99 derived deflections. GV3636 GV3636.The geoid height was determined by GEOID99. GV3636 GV3636; North East Units Scale Converg. GV3636;SPC VA S - 1,149,224.797 3,692,175.134 MT 0.99995822 +1 19 19.2 GV3636;UTM 18 - 4,168,693.319 383,408.500 MT 0.99976743 -0 48 27.5 GV3636 GV3636 SUPERSEDED SURVEY CONTROL GV3636 GV3636 NAD 83(1993)- 37 39 28.86090(N) 076 19 18.59685(W) AD( ) 4 GV3636 NAD 83(1986)- 37 39 28.83059(N) 076 19 18.55890(W) AD( ) 4 GV3636 NAD 27 - 37 39 28.15100(N) 076 19 19.47300(W) AD( ) 3 GV3636 GV3636.Superseded values are not recommended for survey control. GV3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3636.See file dsdata.txt to determine how the superseded data were derived. GV3636 GV3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8340868693(NAD 83) GV3636_MARKER: 14 = NAVIGATION LIGHT GV3636 GV3636 HISTORY - Date Condition Report By GV3636 HISTORY - 1954 FIRST OBSERVED CGS GV3636 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3636 HISTORY - 19980614 GOOD USPSQD GV3636 HISTORY - 20021129 GOOD USPSQD GV3636 GV3636 STATION DESCRIPTION GV3636 GV3636'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB) GV3636'THE STATION IS LOCATED IN A FLEETS BAY, EARN THE ENTRANCE TO GV3636'DYMER CREEK, AND ON THE SW TIP OF A SHOAL MAKING OUT INTO THE GV3636'CHANNEL. THE STRUCTURE IS A TRIPOD OF BLACK WOODEN PILES WITH GV3636'A RED BOX ON TOP. THE POINT OBSERVED WAS THE TOP POINT OR GV3636'GLOBE OF THE LIGHT. GV3636' GV3636'THIS IS AN INTERSECTION STATION. GV3636 GV3636 STATION RECOVERY (1994) GV3636 GV3636'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3636'MARK NOT FOUND. GV3636 GV3636 STATION RECOVERY (1998) GV3636 GV3636'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3636'RECOVERED IN GOOD CONDITION. GV3636 GV3636 STATION RECOVERY (2002) GV3636 GV3636'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3636'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0144 *********************************************************************** GV0144 DESIGNATION - G 270 GV0144 PID - GV0144 GV0144 STATE/COUNTY- VA/LANCASTER GV0144 USGS QUAD - LANCASTER (1968) GV0144 GV0144 *CURRENT SURVEY CONTROL GV0144 ___________________________________________________________________ GV0144* NAD 83(1986)- 37 46 10. (N) 076 28 46. (W) SCALED GV0144* NAVD 88 - 5.036 (meters) 16.52 (feet) ADJUSTED GV0144 ___________________________________________________________________ GV0144 GEOID HEIGHT- -35.09 (meters) GEOID99 GV0144 DYNAMIC HT - 5.032 (meters) 16.51 (feet) COMP GV0144 MODELED GRAV- 979,957.8 (mgal) NAVD 88 GV0144 GV0144 VERT ORDER - SECOND CLASS 0 GV0144 GV0144.The horizontal coordinates were scaled from a topographic map and have GV0144.an estimated accuracy of +/- 6 seconds. GV0144 GV0144.The orthometric height was determined by differential leveling GV0144.and adjusted by the National Geodetic Survey in June 1991. GV0144 GV0144.The geoid height was determined by GEOID99. GV0144 GV0144.The dynamic height is computed by dividing the NAVD 88 GV0144.geopotential number by the normal gravity value computed on the GV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0144.degrees latitude (g = 980.6199 gals.). GV0144 GV0144.The modeled gravity was interpolated from observed gravity values. GV0144 GV0144; North East Units Estimated Accuracy GV0144;SPC VA S - 1,161,280. 3,678,010. MT (+/- 180 meters Scaled) GV0144 GV0144 SUPERSEDED SURVEY CONTROL GV0144 GV0144 NGVD 29 - 5.279 (m) 17.32 (f) ADJUSTED 2 0 GV0144 GV0144.Superseded values are not recommended for survey control. GV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0144.See file dsdata.txt to determine how the superseded data were derived. GV0144 GV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG696812(NAD 83) GV0144_MARKER: DB = BENCH MARK DISK GV0144_SETTING: 36 = BRIDGE GV0144_STAMPING: G 270 1942 GV0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV0144 GV0144 HISTORY - Date Condition Report By GV0144 HISTORY - 1942 MONUMENTED CGS GV0144 HISTORY - 1961 GOOD CGS GV0144 HISTORY - 1987 GOOD USPSQD GV0144 HISTORY - 19940410 GOOD USPSQD GV0144 HISTORY - 19980425 MARK NOT FOUND USPSQD GV0144 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0144 GV0144 STATION DESCRIPTION GV0144 GV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV0144'0.8 MI W FROM LANCASTER. GV0144'0.8 MILE WEST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE AT GV0144'LANCASTER, LANCASTER COUNTY, AT A CONCRETE BRIDGE OVER WESTERN GV0144'BRANCH CORROTMAN RIVER, IN THE TOP OF THE NORTH END OF THE WEST GV0144'ABUTMENT, AND 14.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. GV0144'A STANDARD DISK, STAMPED G 270 1942. GV0144 GV0144 STATION RECOVERY (1987) GV0144 GV0144'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0144'RECOVERED IN GOOD CONDITION. GV0144 GV0144 STATION RECOVERY (1994) GV0144 GV0144'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0144'RECOVERED IN GOOD CONDITION. GV0144 GV0144 STATION RECOVERY (1998) GV0144 GV0144'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0144'MARK NOT FOUND. GV0144 GV0144 STATION RECOVERY (2002) GV0144 GV0144'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0144'BRIDGE HAS BEEN REPLACED AND STATION IS LOST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0081 *********************************************************************** GV0081 DESIGNATION - G 272 GV0081 PID - GV0081 GV0081 STATE/COUNTY- VA/LANCASTER GV0081 USGS QUAD - FLEETS BAY (1992) GV0081 GV0081 *CURRENT SURVEY CONTROL GV0081 ___________________________________________________________________ GV0081* NAD 83(1986)- 37 37 30. (N) 076 19 41. (W) SCALED GV0081* NAVD 88 - 1.625 (meters) 5.33 (feet) ADJUSTED GV0081 ___________________________________________________________________ GV0081 GEOID HEIGHT- -35.67 (meters) GEOID99 GV0081 DYNAMIC HT - 1.624 (meters) 5.33 (feet) COMP GV0081 MODELED GRAV- 979,942.4 (mgal) NAVD 88 GV0081 GV0081 VERT ORDER - FIRST CLASS I GV0081 GV0081.The horizontal coordinates were scaled from a topographic map and have GV0081.an estimated accuracy of +/- 6 seconds. GV0081 GV0081.The orthometric height was determined by differential leveling GV0081.and adjusted by the National Geodetic Survey in June 1991. GV0081 GV0081.The geoid height was determined by GEOID99. GV0081 GV0081.The dynamic height is computed by dividing the NAVD 88 GV0081.geopotential number by the normal gravity value computed on the GV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0081.degrees latitude (g = 980.6199 gals.). GV0081 GV0081.The modeled gravity was interpolated from observed gravity values. GV0081 GV0081; North East Units Estimated Accuracy GV0081;SPC VA S - 1,145,550. 3,691,710. MT (+/- 180 meters Scaled) GV0081 GV0081 SUPERSEDED SURVEY CONTROL GV0081 GV0081 NGVD 29 - 1.867 (m) 6.13 (f) ADJUSTED 1 1 GV0081 GV0081.Superseded values are not recommended for survey control. GV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0081.See file dsdata.txt to determine how the superseded data were derived. GV0081 GV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG828650(NAD 83) GV0081_MARKER: DB = BENCH MARK DISK GV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0081_STAMPING: G 272 1942 GV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0081+STABILITY: SURFACE MOTION GV0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0081+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0081 GV0081 HISTORY - Date Condition Report By GV0081 HISTORY - 1942 MONUMENTED CGS GV0081 HISTORY - 1971 GOOD NGS GV0081 HISTORY - 1987 GOOD USPSQD GV0081 HISTORY - 19910414 GOOD USPSQD GV0081 HISTORY - 19940410 GOOD USPSQD GV0081 HISTORY - 19980510 GOOD USPSQD GV0081 HISTORY - 20021129 GOOD USPSQD GV0081 GV0081 STATION DESCRIPTION GV0081 GV0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0081'4 MI SE FROM WHITE STONE. GV0081'ABOUT 4.0 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0081'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, 33 FEET SOUTHWEST GV0081'OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE CENTER GV0081'LINE OF A SAND ROAD, 6 1/2 FEET SOUTH OF THE MOST EASTERLY OF 5 GV0081'PINE TREES, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT GV0081'1/2 FOOT BELOW THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP GV0081'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. GV0081 GV0081 STATION RECOVERY (1987) GV0081 GV0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0081'RECOVERED IN GOOD CONDITION. GV0081 GV0081 STATION RECOVERY (1991) GV0081 GV0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM) GV0081'RECOVERED IN GOOD CONDITION. GV0081 GV0081 STATION RECOVERY (1994) GV0081 GV0081'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0081'RECOVERED IN GOOD CONDITION. GV0081 GV0081 STATION RECOVERY (1998) GV0081 GV0081'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0081'RECOVERED IN GOOD CONDITION. GV0081 GV0081 STATION RECOVERY (2002) GV0081 GV0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0081'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0145 *********************************************************************** GV0145 DESIGNATION - H 270 GV0145 PID - GV0145 GV0145 STATE/COUNTY- VA/LANCASTER GV0145 USGS QUAD - LANCASTER (1968) GV0145 GV0145 *CURRENT SURVEY CONTROL GV0145 ___________________________________________________________________ GV0145* NAD 83(1986)- 37 46 10. (N) 076 27 50. (W) SCALED GV0145* NAVD 88 - 26.698 (meters) 87.59 (feet) ADJUSTED GV0145 ___________________________________________________________________ GV0145 GEOID HEIGHT- -35.13 (meters) GEOID99 GV0145 DYNAMIC HT - 26.679 (meters) 87.53 (feet) COMP GV0145 MODELED GRAV- 979,956.6 (mgal) NAVD 88 GV0145 GV0145 VERT ORDER - SECOND CLASS 0 GV0145 GV0145.The horizontal coordinates were scaled from a topographic map and have GV0145.an estimated accuracy of +/- 6 seconds. GV0145 GV0145.The orthometric height was determined by differential leveling GV0145.and adjusted by the National Geodetic Survey in June 1991. GV0145 GV0145.The geoid height was determined by GEOID99. GV0145 GV0145.The dynamic height is computed by dividing the NAVD 88 GV0145.geopotential number by the normal gravity value computed on the GV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0145.degrees latitude (g = 980.6199 gals.). GV0145 GV0145.The modeled gravity was interpolated from observed gravity values. GV0145 GV0145; North East Units Estimated Accuracy GV0145;SPC VA S - 1,161,310. 3,679,380. MT (+/- 180 meters Scaled) GV0145 GV0145 SUPERSEDED SURVEY CONTROL GV0145 GV0145 NGVD 29 - 26.940 (m) 88.39 (f) ADJUSTED 2 0 GV0145 GV0145.Superseded values are not recommended for survey control. GV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0145.See file dsdata.txt to determine how the superseded data were derived. GV0145 GV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG710812(NAD 83) GV0145_MARKER: DB = BENCH MARK DISK GV0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0145_STAMPING: H 270 1942 GV0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0145+STABILITY: SURFACE MOTION GV0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0145+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0145 GV0145 HISTORY - Date Condition Report By GV0145 HISTORY - 1944 MONUMENTED CGS GV0145 HISTORY - 1952 GOOD CGS GV0145 HISTORY - 1961 GOOD CGS GV0145 HISTORY - 1987 GOOD USPSQD GV0145 HISTORY - 19910414 GOOD USPSQD GV0145 HISTORY - 19940410 GOOD USPSQD GV0145 HISTORY - 19980425 GOOD USPSQD GV0145 HISTORY - 20021129 GOOD USPSQD GV0145 GV0145 STATION DESCRIPTION GV0145 GV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV0145'AT LANCASTER, ON STATE HWY. 3 ABOUT 0.1 MILE EAST OF THE COUNTY GV0145'COURTHOUSE, AT THE NORTHEAST CORNER OF AN IRON FENCE AROUND GV0145'A CIVIL WAR MONUMENT, 44.5 FEET SOUTH OF THE CENTER LINE GV0145'OF THE HIGHWAY, AND 10.0 FEET NE OF THE NE CORNER OF THE CONCRETE GV0145'FOUNDATION OF THE MONUMENT. A STANDARD DISK, STAMPED H 270 GV0145'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT GV0145'2 INCHES ABOVE GROUND. GV0145' GV0145'ELEVATION--26.989 METERS (88.546 FEET). GV0145 GV0145 STATION RECOVERY (1952) GV0145 GV0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH) GV0145'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. GV0145' GV0145'THIS WAS OCCUPIED AS A TRAVERSE STATION. GV0145 GV0145 STATION RECOVERY (1961) GV0145 GV0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV0145'AT LANCASTER. GV0145'AT LANCASTER, LANCASTER COUNTY, ON STATE HIGHWAY 3, 0.1 MILE EAST GV0145'OF THE COUNTY COURTHOUSE, AT THE NORTHEAST CORNER OF AN IRON FENCE GV0145'AROUND A CIVIL WAR MONUMENT, 44.5 FEET SOUTH OF THE CENTERLINE GV0145'OF THE HIGHWAY, AND 10 FEET NORTHEAST OF THE NORTHEAST CORNER GV0145'OF THE CONCRETE FOUNDATION OF THE MONUMENT. A STANDARD DISK, GV0145'STAMPED H 270 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING GV0145'2 INCHES ABOVE GROUND. GV0145 GV0145 STATION RECOVERY (1987) GV0145 GV0145'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC) GV0145'RECOVERED IN GOOD CONDITION. GV0145 GV0145 STATION RECOVERY (1991) GV0145 GV0145'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0145'RECOVERED IN GOOD CONDITION. GV0145 GV0145 STATION RECOVERY (1994) GV0145 GV0145'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0145'RECOVERED IN GOOD CONDITION. GV0145 GV0145 STATION RECOVERY (1998) GV0145 GV0145'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0145'RECOVERED IN GOOD CONDITION. GV0145 GV0145 STATION RECOVERY (2002) GV0145 GV0145'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0145'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0082 *********************************************************************** GV0082 DESIGNATION - H 272 GV0082 PID - GV0082 GV0082 STATE/COUNTY- VA/LANCASTER GV0082 USGS QUAD - FLEETS BAY (1992) GV0082 GV0082 *CURRENT SURVEY CONTROL GV0082 ___________________________________________________________________ GV0082* NAD 83(1986)- 37 37 45. (N) 076 18 46. (W) SCALED GV0082* NAVD 88 - 1.072 (meters) 3.52 (feet) ADJUSTED GV0082 ___________________________________________________________________ GV0082 GEOID HEIGHT- -35.71 (meters) GEOID99 GV0082 DYNAMIC HT - 1.072 (meters) 3.52 (feet) COMP GV0082 MODELED GRAV- 979,942.0 (mgal) NAVD 88 GV0082 GV0082 VERT ORDER - FIRST CLASS I GV0082 GV0082.The horizontal coordinates were scaled from a topographic map and have GV0082.an estimated accuracy of +/- 6 seconds. GV0082 GV0082.The orthometric height was determined by differential leveling GV0082.and adjusted by the National Geodetic Survey in June 1991. GV0082 GV0082.The geoid height was determined by GEOID99. GV0082 GV0082.The dynamic height is computed by dividing the NAVD 88 GV0082.geopotential number by the normal gravity value computed on the GV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0082.degrees latitude (g = 980.6199 gals.). GV0082 GV0082.The modeled gravity was interpolated from observed gravity values. GV0082 GV0082; North East Units Estimated Accuracy GV0082;SPC VA S - 1,146,040. 3,693,050. MT (+/- 180 meters Scaled) GV0082 GV0082 SUPERSEDED SURVEY CONTROL GV0082 GV0082 NGVD 29 - 1.314 (m) 4.31 (f) ADJUSTED 1 1 GV0082 GV0082.Superseded values are not recommended for survey control. GV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0082.See file dsdata.txt to determine how the superseded data were derived. GV0082 GV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG841654(NAD 83) GV0082_MARKER: DB = BENCH MARK DISK GV0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0082_STAMPING: H 272 1942 GV0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0082+STABILITY: SURFACE MOTION GV0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0082+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0082 GV0082 HISTORY - Date Condition Report By GV0082 HISTORY - 1942 MONUMENTED CGS GV0082 HISTORY - 1971 GOOD NGS GV0082 HISTORY - 1987 GOOD USPSQD GV0082 HISTORY - 19940410 GOOD USPSQD GV0082 HISTORY - 19980510 GOOD USPSQD GV0082 HISTORY - 20021129 GOOD USPSQD GV0082 GV0082 STATION DESCRIPTION GV0082 GV0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0082'5 MI SE FROM WHITE STONE. GV0082'ABOUT 5.0 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0082'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, 32.0 FEET NORTHEAST GV0082'OF THE NORTHEAST CORNER OF THE METHODIST CHURCH AT FOXWELLS, 44 GV0082'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST GV0082'OF POWER POLE NUMBER 48420, 1.1 FEET SOUTHWEST OF A METAL WITNESS GV0082'POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN THE TOP OF A GV0082'CONCRETE POST WHICH PROJECTS 5 INCHES. GV0082 GV0082 STATION RECOVERY (1987) GV0082 GV0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0082'RECOVERED IN GOOD CONDITION. GV0082 GV0082 STATION RECOVERY (1994) GV0082 GV0082'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0082'RECOVERED IN GOOD CONDITION. GV0082 GV0082 STATION RECOVERY (1998) GV0082 GV0082'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0082'RECOVERED IN GOOD CONDITION. GV0082 GV0082 STATION RECOVERY (2002) GV0082 GV0082'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0082'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0146 *********************************************************************** GV0146 DESIGNATION - J 270 GV0146 PID - GV0146 GV0146 STATE/COUNTY- VA/LANCASTER GV0146 USGS QUAD - LANCASTER (1968) GV0146 GV0146 *CURRENT SURVEY CONTROL GV0146 ___________________________________________________________________ GV0146* NAD 83(1986)- 37 46 05. (N) 076 26 47. (W) SCALED GV0146* NAVD 88 - 24.536 (meters) 80.50 (feet) ADJUSTED GV0146 ___________________________________________________________________ GV0146 GEOID HEIGHT- -35.19 (meters) GEOID99 GV0146 DYNAMIC HT - 24.519 (meters) 80.44 (feet) COMP GV0146 MODELED GRAV- 979,955.1 (mgal) NAVD 88 GV0146 GV0146 VERT ORDER - SECOND CLASS 0 GV0146 GV0146.The horizontal coordinates were scaled from a topographic map and have GV0146.an estimated accuracy of +/- 6 seconds. GV0146 GV0146.The orthometric height was determined by differential leveling GV0146.and adjusted by the National Geodetic Survey in June 1991. GV0146 GV0146.The geoid height was determined by GEOID99. GV0146 GV0146.The dynamic height is computed by dividing the NAVD 88 GV0146.geopotential number by the normal gravity value computed on the GV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0146.degrees latitude (g = 980.6199 gals.). GV0146 GV0146.The modeled gravity was interpolated from observed gravity values. GV0146 GV0146; North East Units Estimated Accuracy GV0146;SPC VA S - 1,161,190. 3,680,920. MT (+/- 180 meters Scaled) GV0146 GV0146 SUPERSEDED SURVEY CONTROL GV0146 GV0146 NGVD 29 - 24.778 (m) 81.29 (f) ADJUSTED 2 0 GV0146 GV0146.Superseded values are not recommended for survey control. GV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0146.See file dsdata.txt to determine how the superseded data were derived. GV0146 GV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG726810(NAD 83) GV0146_MARKER: DB = BENCH MARK DISK GV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0146_STAMPING: J 270 1942 GV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0146+STABILITY: SURFACE MOTION GV0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0146+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0146 GV0146 HISTORY - Date Condition Report By GV0146 HISTORY - 1944 MONUMENTED CGS GV0146 HISTORY - 1952 GOOD CGS GV0146 HISTORY - 1961 GOOD CGS GV0146 HISTORY - 19910414 MARK NOT FOUND USPSQD GV0146 HISTORY - 19940410 GOOD USPSQD GV0146 HISTORY - 19980425 POOR USPSQD GV0146 HISTORY - 20021129 GOOD USPSQD GV0146 GV0146 STATION DESCRIPTION GV0146 GV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV0146'ABOUT 1.0 MILE EAST ALONG STATE HWY. 3 FROM THE COUNTY COURTHOUSE GV0146'AT LANCASTER, LANCASTER COUNTY, AT THE Y-JUNCTION OF SECONDARY GV0146'STATE HWY. 604 LEADING NE, 31 FEET NORTH OF THE CENTER LINE GV0146'OF THE HIGHWAY, 29 FEET NW OF THE CENTER LINE OF THE DIRT GV0146'ROAD, AND 2 FEET SW OF A POLE PAINTED USBM. A STANDARD GV0146'DISK, STAMPED J 270 1942 AND SET IN THE TOP OF A CONCRETE GV0146'POST. GV0146' GV0146'ELEVATION--24.828 METERS (81.457 FEET). GV0146 GV0146 STATION RECOVERY (1952) GV0146 GV0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH) GV0146'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND GV0146'PROJECTS 6 INCHES ABOVE THE GROUND. GV0146' GV0146'THIS WAS OCCUPIED AS A TRAVERSE STATION. GV0146 GV0146 STATION RECOVERY (1961) GV0146 GV0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV0146'1 MI E FROM LANCASTER. GV0146'1.0 MILE EAST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE AT GV0146'LANCASTER, LANCASTER COUNTY, AT MILESTONE, AT THE Y-JUNCTION OF GV0146'SECONDARY STATE HIGHWAY 604 (REGINA ROAD) LEADING NORTHEAST, 31 GV0146'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 29 FEET NORTHWEST OF GV0146'THE CENTERLINE OF THE DIRT ROAD, AND 2 FEET SOUTHWEST OF A GV0146'TELEPHONE POLE PAINTED USBM. A STANDARD DISK, STAMPED J 270 1942 GV0146'AND SET IN THE TOP OF A CONCRETE POST. GV0146 GV0146 STATION RECOVERY (1991) GV0146 GV0146'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0146'MARK NOT FOUND. GV0146 GV0146 STATION RECOVERY (1994) GV0146 GV0146'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0146'RECOVERED IN GOOD CONDITION. GV0146 GV0146 STATION RECOVERY (1998) GV0146 GV0146'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0146'MARK RECOVERED IN POOR CONDITION. GV0146 GV0146 STATION RECOVERY (2002) GV0146 GV0146'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0147 *********************************************************************** GV0147 DESIGNATION - K 270 GV0147 PID - GV0147 GV0147 STATE/COUNTY- VA/LANCASTER GV0147 USGS QUAD - LANCASTER (1968) GV0147 GV0147 *CURRENT SURVEY CONTROL GV0147 ___________________________________________________________________ GV0147* NAD 83(1986)- 37 45 50. (N) 076 25 29. (W) SCALED GV0147* NAVD 88 - 27.733 (meters) 90.99 (feet) ADJUSTED GV0147 ___________________________________________________________________ GV0147 GEOID HEIGHT- -35.27 (meters) GEOID99 GV0147 DYNAMIC HT - 27.714 (meters) 90.92 (feet) COMP GV0147 MODELED GRAV- 979,953.0 (mgal) NAVD 88 GV0147 GV0147 VERT ORDER - SECOND CLASS 0 GV0147 GV0147.The horizontal coordinates were scaled from a topographic map and have GV0147.an estimated accuracy of +/- 6 seconds. GV0147 GV0147.The orthometric height was determined by differential leveling GV0147.and adjusted by the National Geodetic Survey in June 1991. GV0147 GV0147.The geoid height was determined by GEOID99. GV0147 GV0147.The dynamic height is computed by dividing the NAVD 88 GV0147.geopotential number by the normal gravity value computed on the GV0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0147.degrees latitude (g = 980.6199 gals.). GV0147 GV0147.The modeled gravity was interpolated from observed gravity values. GV0147 GV0147; North East Units Estimated Accuracy GV0147;SPC VA S - 1,160,770. 3,682,840. MT (+/- 180 meters Scaled) GV0147 GV0147 SUPERSEDED SURVEY CONTROL GV0147 GV0147 NGVD 29 - 27.975 (m) 91.78 (f) ADJUSTED 2 0 GV0147 GV0147.Superseded values are not recommended for survey control. GV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0147.See file dsdata.txt to determine how the superseded data were derived. GV0147 GV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG745805(NAD 83) GV0147_MARKER: DB = BENCH MARK DISK GV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0147_STAMPING: K 270 1942 GV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0147+STABILITY: SURFACE MOTION GV0147 GV0147 HISTORY - Date Condition Report By GV0147 HISTORY - 1944 MONUMENTED CGS GV0147 HISTORY - 1952 GOOD CGS GV0147 HISTORY - 1961 GOOD CGS GV0147 HISTORY - 1987 GOOD USPSQD GV0147 HISTORY - 19910414 MARK NOT FOUND USPSQD GV0147 HISTORY - 19940410 POOR USPSQD GV0147 HISTORY - 19980425 POOR USPSQD GV0147 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0147 GV0147 STATION DESCRIPTION GV0147 GV0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV0147'ABOUT 2.3 MILES EAST ALONG STATE HWY. 3 FROM THE COUNTY GV0147'COURTHOUSE AT LANCASTER, LANCASTER COUNTY, AT THE T-JUNCTION GV0147'OF SECONDARY STATE HIGHWAY 605 LEADING NE, 43 FEET NW OF GV0147'THE CENTER LINE OF THE BLACKTOP ROAD, 32 FEET NE OF THE GV0147'CENTER LINE OF THE HIGHWAY, 3 FEET NW OF A POWER-TRANSMISSION GV0147'LINE POLE, 3.2 FEET NE OF A FENCE, AND 1-1/2 FEET NORTHWEST GV0147'OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED GV0147'K 270 1942 AND SET IN THE TOP OF A CONCRETE POST. GV0147' GV0147'ELEVATION--28.026 METERS (91.949 FEET). GV0147 GV0147 STATION RECOVERY (1952) GV0147 GV0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH) GV0147'STATION WAS RECOVERED WITH THE MONUMENT PROJECTING 4 INCHES GV0147'ABOVE GROUND. THE DESCRIPTION IS CONSIDERED ADEQUATE FOR GV0147'FUTURE RECOVERY. GV0147' GV0147'THIS WAS OCCUPIED AS A TRAVERSE STATION. GV0147 GV0147 STATION RECOVERY (1961) GV0147 GV0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV0147'2.3 MI E FROM LANCASTER. GV0147'2.3 MILES EAST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE GV0147'AT LANCASTER, LANCASTER COUNTY, AT THE T-JUNCTION OF SECONDARY GV0147'STATE HIGHWAY 605 LEADING NORTHEAST, 43 FEET NORTHWEST OF THE GV0147'CENTERLINE OF THE BLACK-TOP ROAD, 32 FEET NORTHEAST OF THE CENTERLINE GV0147'OF THE HIGHWAY, 3.2 FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST GV0147'OF A POWERLINE POLE, AND 1.5 FEET NORTHWEST OF A WHITE WOODEN GV0147'WITNESS POST. A STANDARD DISK, STAMPED K 270 1942 AND SET IN GV0147'THE TOP OF A CONCRETE POST. GV0147 GV0147 STATION RECOVERY (1987) GV0147 GV0147'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0147'RECOVERED IN GOOD CONDITION. GV0147 GV0147 STATION RECOVERY (1991) GV0147 GV0147'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0147'MARK NOT FOUND. GV0147 GV0147 STATION RECOVERY (1994) GV0147 GV0147'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0147'MARK RECOVERED IN POOR CONDITION. GV0147 GV0147 STATION RECOVERY (1998) GV0147 GV0147'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0147'MARK RECOVERED IN POOR CONDITION. GV0147 GV0147 STATION RECOVERY (2002) GV0147 GV0147'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0147'MONUMENT FOUND, DISC MISSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3732 *********************************************************************** GV3732 DESIGNATION - KILMARNOCK MUNICIPAL TANK GV3732 PID - GV3732 GV3732 STATE/COUNTY- VA/LANCASTER GV3732 USGS QUAD - IRVINGTON (1992) GV3732 GV3732 *CURRENT SURVEY CONTROL GV3732 ___________________________________________________________________ GV3732* NAD 83(1993)- 37 42 44.49719(N) 076 22 43.34002(W) ADJUSTED GV3732* NAVD 88 - GV3732 ___________________________________________________________________ GV3732 LAPLACE CORR- -5.43 (seconds) DEFLEC99 GV3732 GEOID HEIGHT- -35.47 (meters) GEOID99 GV3732 GV3732 HORZ ORDER - THIRD GV3732 GV3732.The horizontal coordinates were established by classical geodetic methods GV3732.and adjusted by the National Geodetic Survey in November 1994. GV3732 GV3732 GV3732.The Laplace correction was computed from DEFLEC99 derived deflections. GV3732 GV3732.The geoid height was determined by GEOID99. GV3732 GV3732; North East Units Scale Converg. GV3732;SPC VA S - 1,155,141.156 3,687,021.323 MT 0.99996347 +1 17 14.9 GV3732;UTM 18 - 4,174,796.029 378,479.089 MT 0.99978189 -0 50 36.4 GV3732 GV3732 SUPERSEDED SURVEY CONTROL GV3732 GV3732 NAD 83(1993)- 37 42 44.49472(N) 076 22 43.36008(W) AD( ) 4 GV3732 NAD 83(1986)- 37 42 44.49592(N) 076 22 43.36045(W) AD( ) 4 GV3732 NAD 27 - 37 42 43.99500(N) 076 22 44.54700(W) AD( ) 3 GV3732 GV3732.Superseded values are not recommended for survey control. GV3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3732.See file dsdata.txt to determine how the superseded data were derived. GV3732 GV3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7847974796(NAD 83) GV3732_MARKER: 53 = ELEVATED TANK GV3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV3732+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV3732 GV3732 HISTORY - Date Condition Report By GV3732 HISTORY - 1942 FIRST OBSERVED CGS GV3732 HISTORY - 1943 GOOD CGS GV3732 HISTORY - 1952 GOOD CGS GV3732 HISTORY - 1961 GOOD CGS GV3732 HISTORY - 19940410 GOOD USPSQD GV3732 HISTORY - 19980510 GOOD USPSQD GV3732 HISTORY - 20010901 GOOD USPSQD GV3732 HISTORY - 20021129 GOOD USPSQD GV3732 GV3732 STATION DESCRIPTION GV3732 GV3732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL) GV3732'THIS INTERSECTION STATION IS THE KILMARNOCK MUNICIPAL WATER GV3732'TANK. IT IS LOCATED IN THE TOWN OF KILMARNOCK, 0.1 MILE E GV3732'OF STATE HIGHWAY 33 AND 0.05 MILE N OF STATE HIGHWAY 200. GV3732' GV3732'TANK IS A CYLINDRICAL BOWL ATOP A FOUR-LEGGED STEEL STRUCTURE, GV3732'OVERALL HEIGHT ABOUT 125 FEET AND IS PAINTED ALUMINUM COLOR. GV3732' GV3732'THE POINT OBSERVED UPON WAS THE FINIAL ATOP THE BOWL OF THE GV3732'TANK. GV3732 GV3732 STATION RECOVERY (1943) GV3732 GV3732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) GV3732'THE STATION WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION. GV3732'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT. GV3732 GV3732 STATION RECOVERY (1952) GV3732 GV3732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR) GV3732'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD GV3732'CONDITION. GV3732 GV3732 STATION RECOVERY (1961) GV3732 GV3732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV3732'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. GV3732 GV3732 STATION RECOVERY (1994) GV3732 GV3732'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3732'RECOVERED IN GOOD CONDITION. GV3732 GV3732 STATION RECOVERY (1998) GV3732 GV3732'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3732'RECOVERED IN GOOD CONDITION. GV3732 GV3732 STATION RECOVERY (2001) GV3732 GV3732'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) GV3732'RECOVERED IN GOOD CONDITION. THIS TANK AND FOUR LEGS HAVE BEEN PAINTED GV3732'WHITE. DIRECTIONS ARE ALSO INCORRECT. TANK IS EAST OF HIGHWAY 3 NOT GV3732'33. GV3732 GV3732 STATION RECOVERY (2002) GV3732 GV3732'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3732'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0148 *********************************************************************** GV0148 DESIGNATION - L 270 GV0148 PID - GV0148 GV0148 STATE/COUNTY- VA/LANCASTER GV0148 USGS QUAD - LANCASTER (1968) GV0148 GV0148 *CURRENT SURVEY CONTROL GV0148 ___________________________________________________________________ GV0148* NAD 83(1986)- 37 46 31. (N) 076 24 36. (W) SCALED GV0148* NAVD 88 - 29.328 (meters) 96.22 (feet) ADJUSTED GV0148 ___________________________________________________________________ GV0148 GEOID HEIGHT- -35.30 (meters) GEOID99 GV0148 DYNAMIC HT - 29.308 (meters) 96.15 (feet) COMP GV0148 MODELED GRAV- 979,952.2 (mgal) NAVD 88 GV0148 GV0148 VERT ORDER - SECOND CLASS 0 GV0148 GV0148.The horizontal coordinates were scaled from a topographic map and have GV0148.an estimated accuracy of +/- 6 seconds. GV0148 GV0148.The orthometric height was determined by differential leveling GV0148.and adjusted by the National Geodetic Survey in June 1991. GV0148 GV0148.The geoid height was determined by GEOID99. GV0148 GV0148.The dynamic height is computed by dividing the NAVD 88 GV0148.geopotential number by the normal gravity value computed on the GV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0148.degrees latitude (g = 980.6199 gals.). GV0148 GV0148.The modeled gravity was interpolated from observed gravity values. GV0148 GV0148; North East Units Estimated Accuracy GV0148;SPC VA S - 1,162,060. 3,684,110. MT (+/- 180 meters Scaled) GV0148 GV0148 SUPERSEDED SURVEY CONTROL GV0148 GV0148 NGVD 29 - 29.571 (m) 97.02 (f) ADJUSTED 2 0 GV0148 GV0148.Superseded values are not recommended for survey control. GV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0148.See file dsdata.txt to determine how the superseded data were derived. GV0148 GV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG758818(NAD 83) GV0148_MARKER: DB = BENCH MARK DISK GV0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0148_STAMPING: L 270 1942 GV0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0148+STABILITY: SURFACE MOTION GV0148 GV0148 HISTORY - Date Condition Report By GV0148 HISTORY - 1942 MONUMENTED CGS GV0148 HISTORY - 1961 GOOD CGS GV0148 HISTORY - 19940410 MARK NOT FOUND USPSQD GV0148 HISTORY - 19980425 MARK NOT FOUND USPSQD GV0148 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0148 GV0148 STATION DESCRIPTION GV0148 GV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV0148'3.5 MI E FROM LANCASTER. GV0148'2.3 MILES EAST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE GV0148'AT LANCASTER, LANCASTER COUNTY, THENCE 1.2 MILES NORTHEAST ALONG GV0148'SECONDARY STATE HIGHWAY 605, 0.6 MILE SOUTHWEST OF THE JUNCTION GV0148'OF SECONDARY STATE HIGHWAY 615 AT LANKFORD CORNER, AT THE T-JUNCTION GV0148'OF A PRIVATE DIRT ROAD LEADING NORTH TO A TWO-STORY FARMHOUSE, GV0148'32 FEET SOUTH OF THE CENTERLINE OF THE BLACK-TOP ROAD, 5 FEET GV0148'SOUTHEAST OF A 10-INCH PINE TREE, AND 1.5 FEET NORTH OF A WHITE GV0148'WOODEN WITNESS POST. A STANDARD DISK, STAMPED L 270 1942 AND SET GV0148'IN THE TOP OF A CONCRETE POST. GV0148 GV0148 STATION RECOVERY (1994) GV0148 GV0148'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0148'MARK NOT FOUND. GV0148 GV0148 STATION RECOVERY (1998) GV0148 GV0148'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0148'MARK NOT FOUND. GV0148 GV0148 STATION RECOVERY (2002) GV0148 GV0148'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0148'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0149 *********************************************************************** GV0149 DESIGNATION - M 270 GV0149 PID - GV0149 GV0149 STATE/COUNTY- VA/LANCASTER GV0149 USGS QUAD - LANCASTER (1968) GV0149 GV0149 *CURRENT SURVEY CONTROL GV0149 ___________________________________________________________________ GV0149* NAD 83(1986)- 37 46 45. (N) 076 23 12. (W) SCALED GV0149* NAVD 88 - 27.480 (meters) 90.16 (feet) ADJUSTED GV0149 ___________________________________________________________________ GV0149 GEOID HEIGHT- -35.37 (meters) GEOID99 GV0149 DYNAMIC HT - 27.461 (meters) 90.09 (feet) COMP GV0149 MODELED GRAV- 979,949.9 (mgal) NAVD 88 GV0149 GV0149 VERT ORDER - SECOND CLASS 0 GV0149 GV0149.The horizontal coordinates were scaled from a topographic map and have GV0149.an estimated accuracy of +/- 6 seconds. GV0149 GV0149.The orthometric height was determined by differential leveling GV0149.and adjusted by the National Geodetic Survey in June 1991. GV0149 GV0149.The geoid height was determined by GEOID99. GV0149 GV0149.The dynamic height is computed by dividing the NAVD 88 GV0149.geopotential number by the normal gravity value computed on the GV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0149.degrees latitude (g = 980.6199 gals.). GV0149 GV0149.The modeled gravity was interpolated from observed gravity values. GV0149 GV0149; North East Units Estimated Accuracy GV0149;SPC VA S - 1,162,540. 3,686,150. MT (+/- 180 meters Scaled) GV0149 GV0149 SUPERSEDED SURVEY CONTROL GV0149 GV0149 NGVD 29 - 27.722 (m) 90.95 (f) ADJUSTED 2 0 GV0149 GV0149.Superseded values are not recommended for survey control. GV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0149.See file dsdata.txt to determine how the superseded data were derived. GV0149 GV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG778822(NAD 83) GV0149_MARKER: DB = BENCH MARK DISK GV0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0149_STAMPING: M 270 1942 GV0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0149+STABILITY: SURFACE MOTION GV0149 GV0149 HISTORY - Date Condition Report By GV0149 HISTORY - 1942 MONUMENTED CGS GV0149 HISTORY - 1961 GOOD CGS GV0149 HISTORY - 19940410 MARK NOT FOUND USPSQD GV0149 HISTORY - 19980425 MARK NOT FOUND USPSQD GV0149 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0149 GV0149 STATION DESCRIPTION GV0149 GV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV0149'4.1 MI E FROM LANCASTER. GV0149'2.3 MILES EAST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE GV0149'AT LANCASTER, LANCASTER COUNTY, THENCE 1.8 MILES NORTHEAST ALONG GV0149'SECONDARY STATE HIGHWAY 605, AND THENCE 0.8 MILE EAST ALONG GV0149'SECONDARY STATE HIGHWAY 615, 1.6 MILES NORTHWEST OF REHOBOTH GV0149'CHURCH, 0.8 MILE EAST OF LANKFORD CORNER, AT THE T-JUNCTION OF GV0149'A WOODS ROAD LEADING SOUTH, 35 FEET WEST OF THE CENTERLINE OF THE GV0149'WOODS ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE BLACK-TOP GV0149'ROAD, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. A GV0149'STANDARD DISK, STAMPED M 270 1942 AND SET IN THE TOP OF A CONCRETE GV0149'POST. GV0149 GV0149 STATION RECOVERY (1994) GV0149 GV0149'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0149'MARK NOT FOUND. GV0149 GV0149 STATION RECOVERY (1998) GV0149 GV0149'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0149'MARK NOT FOUND. GV0149 GV0149 STATION RECOVERY (2002) GV0149 GV0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0149'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0077 *********************************************************************** GV0077 DESIGNATION - N 461 GV0077 PID - GV0077 GV0077 STATE/COUNTY- VA/LANCASTER GV0077 USGS QUAD - IRVINGTON (1992) GV0077 GV0077 *CURRENT SURVEY CONTROL GV0077 ___________________________________________________________________ GV0077* NAD 83(1986)- 37 38 52. (N) 076 23 15. (W) SCALED GV0077* NAVD 88 - 14.286 (meters) 46.87 (feet) ADJUSTED GV0077 ___________________________________________________________________ GV0077 GEOID HEIGHT- -35.49 (meters) GEOID99 GV0077 DYNAMIC HT - 14.276 (meters) 46.84 (feet) COMP GV0077 MODELED GRAV- 979,946.1 (mgal) NAVD 88 GV0077 GV0077 VERT ORDER - FIRST CLASS I GV0077 GV0077.The horizontal coordinates were scaled from a topographic map and have GV0077.an estimated accuracy of +/- 6 seconds. GV0077 GV0077.The orthometric height was determined by differential leveling GV0077.and adjusted by the National Geodetic Survey in June 1991. GV0077 GV0077.The geoid height was determined by GEOID99. GV0077 GV0077.The dynamic height is computed by dividing the NAVD 88 GV0077.geopotential number by the normal gravity value computed on the GV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0077.degrees latitude (g = 980.6199 gals.). GV0077 GV0077.The modeled gravity was interpolated from observed gravity values. GV0077 GV0077; North East Units Estimated Accuracy GV0077;SPC VA S - 1,147,960. 3,686,410. MT (+/- 180 meters Scaled) GV0077 GV0077 SUPERSEDED SURVEY CONTROL GV0077 GV0077 NGVD 29 - 14.527 (m) 47.66 (f) ADJUSTED 1 1 GV0077 GV0077.Superseded values are not recommended for survey control. GV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0077.See file dsdata.txt to determine how the superseded data were derived. GV0077 GV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG775676(NAD 83) GV0077_MARKER: DB = BENCH MARK DISK GV0077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GV0077_STAMPING: N 461 1971 GV0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0077+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0077 GV0077 HISTORY - Date Condition Report By GV0077 HISTORY - 1971 MONUMENTED NGS GV0077 HISTORY - 1987 MARK NOT FOUND USPSQD GV0077 HISTORY - 19910414 GOOD USPSQD GV0077 HISTORY - 19940410 GOOD USPSQD GV0077 HISTORY - 19980411 GOOD USPSQD GV0077 HISTORY - 20010901 GOOD USPSQD GV0077 HISTORY - 20021129 GOOD USPSQD GV0077 GV0077 STATION DESCRIPTION GV0077 GV0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0077'0.1 MI SE FROM WHITE STONE. GV0077'ABOUT 0.1 MILE SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0077'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, 162 1/2 FEET NORTHEAST GV0077'OF THE CENTER LINE OF THE ROAD, 64.0 FEET EAST-SOUTHEAST OF THE GV0077'EAST CORNER OF THE WHITE STONE BAPTIST CHURCH, 22.4 FEET WEST OF GV0077'THE MERCER TOMBSTONE, 48 FEET NORTH-NORTHEAST OF A 32-INCH OAK GV0077'TREE WHICH IS LOCATED IN THE SOUTHEAST EDGE OF A PAVED PARKING GV0077'AREA, 14.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PARKING GV0077'AREA, 5 FEET NORTHEAST OF POWER POLE NUMBER 65394 WHICH IS BRACED GV0077'BY A GUY WIRE, 5.8 FEET SOUTHWEST OF THE BASE OF THE GUY WIRE, GV0077'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A GV0077'COPPER COATED ROD WHICH IS 2 INCHES BELOW THE SURFACE OF THE GV0077'GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE THAT IS LEVEL GV0077'WITH THE SURFACE OF THE GROUND. THE ROD WAS DRIVEN TO REFUSAL GV0077'AT A DEPTH OF 88 FEET. GV0077 GV0077 STATION RECOVERY (1987) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0077'MARK NOT FOUND. GV0077 GV0077 STATION RECOVERY (1991) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM) GV0077'RECOVERED IN GOOD CONDITION. GV0077 GV0077 STATION RECOVERY (1994) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0077'RECOVERED IN GOOD CONDITION. GV0077 GV0077 STATION RECOVERY (1998) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0077'RECOVERED IN GOOD CONDITION. GV0077 GV0077 STATION RECOVERY (2001) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR) GV0077'RECOVERED IN GOOD CONDITION. STATION IS NOW 4 INCHES BELOW SURFACE OF GV0077'GROUND. IT IS LOCATED MIDWAY BETWEEN POWER POLE AND BASE OF GUY WIRE. GV0077'A CAP ON PIPE WOULD BE HELPFUL MAKING STATION MORE ACCESSABLE. GV0077 GV0077 STATION RECOVERY (2002) GV0077 GV0077'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0077'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3641 *********************************************************************** GV3641 DESIGNATION - NECK GV3641 PID - GV3641 GV3641 STATE/COUNTY- VA/LANCASTER GV3641 USGS QUAD - FLEETS BAY (1992) GV3641 GV3641 *CURRENT SURVEY CONTROL GV3641 ___________________________________________________________________ GV3641* NAD 83(1993)- 37 38 47.06242(N) 076 19 57.24553(W) ADJUSTED GV3641* NAVD 88 - 1. (meters) 3. (feet) SCALED GV3641 ___________________________________________________________________ GV3641 LAPLACE CORR- -5.28 (seconds) DEFLEC99 GV3641 GEOID HEIGHT- -35.64 (meters) GEOID99 GV3641 GV3641 HORZ ORDER - THIRD GV3641 GV3641.The horizontal coordinates were established by classical geodetic methods GV3641.and adjusted by the National Geodetic Survey in November 1994. GV3641 GV3641.The orthometric height was scaled from a topographic map. GV3641 GV3641.The Laplace correction was computed from DEFLEC99 derived deflections. GV3641 GV3641.The geoid height was determined by GEOID99. GV3641 GV3641; North East Units Scale Converg. GV3641;SPC VA S - 1,147,915.499 3,691,256.306 MT 0.99995722 +1 18 55.7 GV3641;UTM 18 - 4,167,419.309 382,441.836 MT 0.99977022 -0 48 50.4 GV3641 GV3641: Primary Azimuth Mark Grid Az GV3641:SPC VA S - NORTH POINT 099 40 53.7 GV3641:UTM 18 - NORTH POINT 101 48 39.8 GV3641 GV3641|---------------------------------------------------------------------| GV3641| PID Reference Object Distance Geod. Az | GV3641| dddmmss.s | GV3641| GV3634 DYMER CREEK ENTRANCE LIGHT APPROX. 1.9 KM 0050109.6 | GV3641| GV3635 FLATS LIGHT APPROX. 1.8 KM 0151149.4 | GV3641| GV3636 FLATS LIGHT 6 APPROX. 1.6 KM 0362232.0 | GV3641| GV3640 INDIAN CREEK ENTRANCE LIGHT 2 APPROX. 3.6 KM 0390326.1 | GV3641| GV3642 NORTH POINT APPROX. 2.2 KM 1005949.4 | GV3641| DC9656 NECK RM 1 22.000 METERS 25025 | GV3641| DC9657 NECK RM 2 25.055 METERS 31701 | GV3641|---------------------------------------------------------------------| GV3641 GV3641 SUPERSEDED SURVEY CONTROL GV3641 GV3641 NAD 83(1993)- 37 38 47.08424(N) 076 19 57.30597(W) AD( ) 3 GV3641 NAD 83(1986)- 37 38 47.05923(N) 076 19 57.26301(W) AD( ) 3 GV3641 NAD 27 - 37 38 46.42200(N) 076 19 58.13000(W) AD( ) 3 GV3641 GV3641.Superseded values are not recommended for survey control. GV3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3641.See file dsdata.txt to determine how the superseded data were derived. GV3641 GV3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8244267419(NAD 83) GV3641_MARKER: DS = TRIANGULATION STATION DISK GV3641_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE GV3641 GV3641 HISTORY - Date Condition Report By GV3641 HISTORY - 1954 MONUMENTED CGS GV3641 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3641 HISTORY - 19980614 MARK NOT FOUND USPSQD GV3641 HISTORY - 20021129 MARK NOT FOUND USPSQD GV3641 GV3641 STATION DESCRIPTION GV3641 GV3641'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB) GV3641'THE STATION IS LOCATED ON THE W SHORE OF FLEETS BAY, ABOUT GV3641'0.7 MI. SE OF THE ENTRANCE TO TABBS CREEK. IT IS AT THE GV3641'NE CORNER OF A CLEARING, 11.9 M. W OF THE MEAN HIGH-WATERLINE, GV3641'AND 19.35 M. S OF AN 8-IN. PINE TREE WHICH IS LOCATED AT GV3641'THE EXTREME SE CORNER OF A PINE WOODS. THE STATION IS A GV3641'STANDARD BRONZE DISK, STAMPED NECK 1954 AND SET IN THE TOP GV3641'OF A 6-IN. IN DIAMETER CONCRETE-FILLED TERRA-COTTA DRAIN GV3641'TILE PROJECTING 2 IN. GV3641' GV3641'REFERENCE MARK 1 IS 72.18 (22.000 M.) SW OF THE STATION. THE GV3641'MARK IS A STANDARD BRONZE DISK, STAMPED NECK 1954 NO 1 AND GV3641'SET IN THE TOP OF A 6-IN. IN DIAMETER CONCRETE-FILLED TERRA-COTTA GV3641'DRAIN TILE PROJECTING 4 IN. GV3641' GV3641'REFERENCE MARK 2 IS 82.20 FT. (25.055 M.) NW OF THE STATION. GV3641'THE MARK IS A STANDARD BRONZE REFERENCE DISK, STAMPED NECK GV3641'1954 NO 2 AND SET IN THE TOP OF A 6-IN. IN DIAMETER CONCRETE-FILLED GV3641'TERRA-COTTA DRAIN TILE PROJECTING 4 IN. GV3641 GV3641 STATION RECOVERY (1994) GV3641 GV3641'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3641'MARK NOT FOUND. GV3641 GV3641 STATION RECOVERY (1998) GV3641 GV3641'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3641'MARK NOT FOUND. GV3641 GV3641 STATION RECOVERY (2002) GV3641 GV3641'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3641'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3735 *********************************************************************** GV3735 DESIGNATION - OLD HOUSE VFC 1919 GV3735 PID - GV3735 GV3735 STATE/COUNTY- VA/LANCASTER GV3735 USGS QUAD - IRVINGTON (1992) GV3735 GV3735 *CURRENT SURVEY CONTROL GV3735 ___________________________________________________________________ GV3735* NAD 83(1993)- 37 39 08.46938(N) 076 29 40.68990(W) ADJUSTED GV3735* NAVD 88 - -0. (meters) -0. (feet) SCALED GV3735 ___________________________________________________________________ GV3735 LAPLACE CORR- -5.47 (seconds) DEFLEC99 GV3735 GEOID HEIGHT- -35.18 (meters) GEOID99 GV3735 GV3735 HORZ ORDER - THIRD GV3735 GV3735.The horizontal coordinates were established by classical geodetic methods GV3735.and adjusted by the National Geodetic Survey in November 1994. GV3735 GV3735.The orthometric height was scaled from a topographic map. GV3735 GV3735.The Laplace correction was computed from DEFLEC99 derived deflections. GV3735 GV3735.The geoid height was determined by GEOID99. GV3735 GV3735; North East Units Scale Converg. GV3735;SPC VA S - 1,148,259.242 3,676,943.497 MT 0.99995772 +1 13 01.6 GV3735;UTM 18 - 4,168,294.600 368,154.058 MT 0.99981412 -0 54 47.4 GV3735 GV3735: Primary Azimuth Mark Grid Az GV3735:SPC VA S - CURROTOMAN VFC 1919 051 41 09.0 GV3735:UTM 18 - CURROTOMAN VFC 1919 053 48 58.0 GV3735 GV3735|---------------------------------------------------------------------| GV3735| PID Reference Object Distance Geod. Az | GV3735| dddmmss.s | GV3735| GV3731 CURROTOMAN VFC 1919 APPROX. 2.5 KM 0525410.6 | GV3735|---------------------------------------------------------------------| GV3735 GV3735 SUPERSEDED SURVEY CONTROL GV3735 GV3735 NAD 83(1993)- 37 39 08.46840(N) 076 29 40.70761(W) AD( ) 3 GV3735 NAD 83(1986)- 37 39 08.46844(N) 076 29 40.70747(W) AD( ) 3 GV3735 NAD 27 - 37 39 07.97000(N) 076 29 41.89300(W) AD( ) 3 GV3735 GV3735.Superseded values are not recommended for survey control. GV3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3735.See file dsdata.txt to determine how the superseded data were derived. GV3735 GV3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6815468295(NAD 83) GV3735_MARKER: I = METAL ROD GV3735_SETTING: 0 = UNSPECIFIED SETTING GV3735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV3735 GV3735 HISTORY - Date Condition Report By GV3735 HISTORY - 1919 MONUMENTED VACF GV3735 HISTORY - 1944 MARK NOT FOUND CGS GV3735 HISTORY - 1949 GOOD VACF GV3735 HISTORY - 1952 GOOD CGS GV3735 HISTORY - 1954 GOOD CGS GV3735 HISTORY - 19940501 MARK NOT FOUND USPSQD GV3735 HISTORY - 19980425 MARK NOT FOUND USPSQD GV3735 HISTORY - 20021129 MARK NOT FOUND USPSQD GV3735 GV3735 STATION DESCRIPTION GV3735 GV3735'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919 GV3735'ON A POINT OF LAND LYING BETWEEN WHITEHOUSE CREEK AND CURROTOMAN GV3735'RIVER, ON LOW GROUND AMONG HIGH SALT WATER BUSHES, 8 YARDS GV3735'BACK FROM HARD CLAY EDGE OF SHORE, NEAR A LOW BLUFF NOW GV3735'COVERED BY RANK GROWTH OF VINES AND TREES. A DWELLING IS GV3735'SITUATED ON THIS POINT OF LAND. GV3735' GV3735'STATION MARKED BY A FIVE-FOOT SECTION OF 1-INCH GALVANIZED GV3735'IRON PIPE, SURROUNDED BY BLOCK OF CONCRETE NEAR SURFACE OF GV3735'GROUND. GV3735 GV3735 STATION RECOVERY (1944) GV3735 GV3735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) GV3735'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED. THE GV3735'GIVEN ANGLES PROVED OF NO VALUE. THE LOW BLUFF IN THE VICINITY GV3735'OF THE STATION IS WASHING AWAY. IT IS RECOMMENDED THAT GV3735'THE STATION BE CONSIDERED LOST. GV3735 GV3735 STATION RECOVERY (1949) GV3735 GV3735'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1949 GV3735'LETTER FROM MR. G.H. BADGER, JR., ENGINEER, VIRGINIA COMMISSION GV3735'OF FISHERIES, NEWPORT NEWS, VIRGINIA, DATED MARCH 20, 1950-- GV3735' GV3735'STATION WAS FOUND ABOUT 3 INCHES UNDER SURFACE, IN GOOD GV3735'CONDITION. GV3735 GV3735 STATION RECOVERY (1952) GV3735 GV3735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH) GV3735'STATION WAS RECOVERED IN GOOD CONDITION, BURIED 2 FEET UNDER GV3735'EARTH AND DEBRIS FILL. THE ORIGINAL DESCRIPTION IS INADEQUATE GV3735'FOR FUTURE RECOVERY. A NEW DESCRIPTION FOLLOWS. GV3735' GV3735'STATION IS LOCATED ON THE RAPPAHANNOCK RIVER, AT THE MOUTH GV3735'OF THE CORROTOMAN RIVER, ON A POINT OF LAND EXTENDING E ON GV3735'THE S SIDE OF THE MOUTH OF WHITEHOUSE CREEK, ON A SMALL GV3735'HUMP OF THE ABOVE POINT ABOUT 150 FEET SE OF A 2-STORY HOUSE, GV3735'JUST OFFSHORE FROM A LOW BANK, ABOUT 1 FOOT ABOVE THE MEAN GV3735'HIGH-WATER LINE, ON RANGE WITH THE DOOR IN THE E SIDE OF A GV3735'GARAGE AND THE SECOND 12-INCH DECIDUOUS TREE ALONG THE LOW GV3735'BANK S OF THE HOUSE, 67 FEET SE OF A 10-INCH CEDAR TREE IN GV3735'THE CORNER OF THE YARD, 99-1/2 FEET SE OF A LONE 12-INCH GUM GV3735'TREE, 29 FEET E OF THE SECOND DECIDUOUS TREE ALONG THE GV3735'LOW BANK S OF THE HOUSE, 39 FEET NE OF AN 18-INCH GV3735'DOUBLETRUNKED DECIDUOUS TREE, 78-1/2 FEET NE OF AN 18-INCH GV3735'BLAZED PINE TREE, AND 181 FEET E OF THE GARAGE DOOR. GV3735'STATION IS A 1-INCH GALVANIZED PIPE SET IN A MESS OF GV3735'CONCRETE AND WITNESSED BY A STEEL FENCE POST DRIVEN GV3735'ALONGSIDE THE MONUMENT. GV3735 GV3735 STATION RECOVERY (1954) GV3735 GV3735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU) GV3735'THE STATION WAS LOCATED 13 IN. BELOW THE SURFACE IN GOOD GV3735'CONDITION. HOWEVER IT APPEARS THE OWNER IS FILLING IN THIS GV3735'AREA SLOWLY WITH A 2-FT. FILL. REFERENCE GV3735'MEASUREMENTS WERE TAKEN TO SUPPLEMENT THE PUBLISHED DESCRIPTION. GV3735 GV3735 STATION RECOVERY (1994) GV3735 GV3735'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3735'MARK NOT FOUND. GV3735 GV3735 STATION RECOVERY (1998) GV3735 GV3735'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3735'MARK NOT FOUND. GV3735 GV3735 STATION RECOVERY (2002) GV3735 GV3735'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3735'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1024 *********************************************************************** GV1024 DESIGNATION - Q 269 GV1024 PID - GV1024 GV1024 STATE/COUNTY- VA/LANCASTER GV1024 USGS QUAD - LIVELY (1992) GV1024 GV1024 *CURRENT SURVEY CONTROL GV1024 ___________________________________________________________________ GV1024* NAD 83(1986)- 37 48 35. (N) 076 34 14. (W) SCALED GV1024* NAVD 88 - 2.655 (meters) 8.71 (feet) ADJUSTED GV1024 ___________________________________________________________________ GV1024 GEOID HEIGHT- -34.77 (meters) GEOID99 GV1024 DYNAMIC HT - 2.653 (meters) 8.70 (feet) COMP GV1024 MODELED GRAV- 979,966.0 (mgal) NAVD 88 GV1024 GV1024 VERT ORDER - SECOND CLASS 0 GV1024 GV1024.The horizontal coordinates were scaled from a topographic map and have GV1024.an estimated accuracy of +/- 6 seconds. GV1024 GV1024.The orthometric height was determined by differential leveling GV1024.and adjusted by the National Geodetic Survey in June 1991. GV1024 GV1024.The geoid height was determined by GEOID99. GV1024 GV1024.The dynamic height is computed by dividing the NAVD 88 GV1024.geopotential number by the normal gravity value computed on the GV1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1024.degrees latitude (g = 980.6199 gals.). GV1024 GV1024.The modeled gravity was interpolated from observed gravity values. GV1024 GV1024; North East Units Estimated Accuracy GV1024;SPC VA S - 1,165,580. 3,669,890. MT (+/- 180 meters Scaled) GV1024 GV1024 SUPERSEDED SURVEY CONTROL GV1024 GV1024 NGVD 29 - 2.899 (m) 9.51 (f) ADJUSTED 2 0 GV1024 GV1024.Superseded values are not recommended for survey control. GV1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1024.See file dsdata.txt to determine how the superseded data were derived. GV1024 GV1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG617858(NAD 83) GV1024_MARKER: DB = BENCH MARK DISK GV1024_SETTING: 36 = BRIDGE GV1024_STAMPING: Q 269 1942 GV1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1024+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1024 GV1024 HISTORY - Date Condition Report By GV1024 HISTORY - 1942 MONUMENTED CGS GV1024 HISTORY - 1965 GOOD CGS GV1024 HISTORY - 1988 GOOD USPSQD GV1024 HISTORY - 19910414 GOOD USPSQD GV1024 HISTORY - 19940501 GOOD USPSQD GV1024 HISTORY - 19980425 GOOD USPSQD GV1024 HISTORY - 20021129 GOOD USPSQD GV1024 GV1024 STATION DESCRIPTION GV1024 GV1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 GV1024'0.6 MI N FROM LITWALTON. GV1024'0.6 MILE NORTH ALONG STATE HIGHWAY 354 FROM THE POST OFFICE AT GV1024'LITWALTON, LANCASTER COUNTY, AT A CONCRETE BRIDGE OVER BALLS GV1024'BRANCH, AND IN THE TOP OF THE NORTH END OF THE WEST COPING. A GV1024'STANDARD DISK, STAMPED Q 269 1942. GV1024 GV1024 STATION RECOVERY (1988) GV1024 GV1024'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1024'RECOVERED IN GOOD CONDITION. GV1024 GV1024 STATION RECOVERY (1991) GV1024 GV1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (LPC) GV1024'RECOVERED IN GOOD CONDITION. GV1024 GV1024 STATION RECOVERY (1994) GV1024 GV1024'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1024'RECOVERED IN GOOD CONDITION. GV1024 GV1024 STATION RECOVERY (1998) GV1024 GV1024'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1024'RECOVERED IN GOOD CONDITION. GV1024 GV1024 STATION RECOVERY (2002) GV1024 GV1024'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1024'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1026 *********************************************************************** GV1026 DESIGNATION - R 269 GV1026 PID - GV1026 GV1026 STATE/COUNTY- VA/LANCASTER GV1026 USGS QUAD - LIVELY (1992) GV1026 GV1026 *CURRENT SURVEY CONTROL GV1026 ___________________________________________________________________ GV1026* NAD 83(1986)- 37 47 56. (N) 076 34 11. (W) SCALED GV1026* NAVD 88 - 33.290 (meters) 109.22 (feet) ADJUSTED GV1026 ___________________________________________________________________ GV1026 GEOID HEIGHT- -34.79 (meters) GEOID99 GV1026 DYNAMIC HT - 33.268 (meters) 109.15 (feet) COMP GV1026 MODELED GRAV- 979,964.7 (mgal) NAVD 88 GV1026 GV1026 VERT ORDER - SECOND CLASS 0 GV1026 GV1026.The horizontal coordinates were scaled from a topographic map and have GV1026.an estimated accuracy of +/- 6 seconds. GV1026 GV1026.The orthometric height was determined by differential leveling GV1026.and adjusted by the National Geodetic Survey in June 1991. GV1026 GV1026.The geoid height was determined by GEOID99. GV1026 GV1026.The dynamic height is computed by dividing the NAVD 88 GV1026.geopotential number by the normal gravity value computed on the GV1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1026.degrees latitude (g = 980.6199 gals.). GV1026 GV1026.The modeled gravity was interpolated from observed gravity values. GV1026 GV1026; North East Units Estimated Accuracy GV1026;SPC VA S - 1,164,380. 3,669,990. MT (+/- 180 meters Scaled) GV1026 GV1026 SUPERSEDED SURVEY CONTROL GV1026 GV1026 NGVD 29 - 33.534 (m) 110.02 (f) ADJUSTED 2 0 GV1026 GV1026.Superseded values are not recommended for survey control. GV1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1026.See file dsdata.txt to determine how the superseded data were derived. GV1026 GV1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG618846(NAD 83) GV1026_MARKER: DB = BENCH MARK DISK GV1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1026_STAMPING: R 269 1942 GV1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1026+STABILITY: SURFACE MOTION GV1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1026+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1026 GV1026 HISTORY - Date Condition Report By GV1026 HISTORY - 1942 MONUMENTED CGS GV1026 HISTORY - 1965 GOOD CGS GV1026 HISTORY - 19910414 GOOD USPSQD GV1026 HISTORY - 19940501 GOOD USPSQD GV1026 HISTORY - 19980425 GOOD USPSQD GV1026 HISTORY - 20021129 GOOD USPSQD GV1026 GV1026 STATION DESCRIPTION GV1026 GV1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 GV1026'0.2 MI S FROM LITWALTON. GV1026'0.2 MILE SOUTH ALONG STATE HIGHWAY 354 FROM THE POST OFFICE AT GV1026'LITWALTON, LANCASTER COUNTY, AT THE T-JUNCTION OF A PRIVATE DIRT GV1026'ROAD LEADING WEST TO A TWO-STORY HOUSE, 79 FEET SOUTH OF THE GV1026'CENTERLINE OF THE DIRT ROAD, 44 FEET WEST OF THE CENTERLINE OF GV1026'THE HIGHWAY, 6 FEET NORTH OF A POWERLINE POLE, AND 2 FEET SOUTH GV1026'OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED R 269 GV1026'1942 AND SET IN THE TOP OF A CONCRETE POST. GV1026 GV1026 STATION RECOVERY (1991) GV1026 GV1026'RECOVERY NOTE BY US POWER SQUADRON 1991 (LPC) GV1026'RECOVERED IN GOOD CONDITION. GV1026 GV1026 STATION RECOVERY (1994) GV1026 GV1026'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1026'RECOVERED IN GOOD CONDITION. GV1026 GV1026 STATION RECOVERY (1998) GV1026 GV1026'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1026'RECOVERED IN GOOD CONDITION. GV1026 GV1026 STATION RECOVERY (2002) GV1026 GV1026'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1026'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1028 *********************************************************************** GV1028 DESIGNATION - S 269 RESET 1960 GV1028 PID - GV1028 GV1028 STATE/COUNTY- VA/LANCASTER GV1028 USGS QUAD - LIVELY (1992) GV1028 GV1028 *CURRENT SURVEY CONTROL GV1028 ___________________________________________________________________ GV1028* NAD 83(1986)- 37 46 56. (N) 076 33 59. (W) SCALED GV1028* NAVD 88 - 10.14 (+/-2cm) 33.3 (feet) VERTCON GV1028 ___________________________________________________________________ GV1028 GEOID HEIGHT- -34.83 (meters) GEOID99 GV1028 GV1028 VERT ORDER - THIRD (See Below) GV1028 GV1028.The horizontal coordinates were scaled from a topographic map and have GV1028.an estimated accuracy of +/- 6 seconds. GV1028 GV1028.The NAVD 88 height was computed by applying the VERTCON shift value to GV1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1028.The vertical order pertains to the superseded datum. GV1028 GV1028.The geoid height was determined by GEOID99. GV1028 GV1028; North East Units Estimated Accuracy GV1028;SPC VA S - 1,162,540. 3,670,320. MT (+/- 180 meters Scaled) GV1028 GV1028 SUPERSEDED SURVEY CONTROL GV1028 GV1028 NGVD 29 - 10.40 (m) 34.1 (f) RESET 3 GV1028 GV1028.Superseded values are not recommended for survey control. GV1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1028.See file dsdata.txt to determine how the superseded data were derived. GV1028 GV1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG620828(NAD 83) GV1028_MARKER: DB = BENCH MARK DISK GV1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1028_STAMPING: S 269 RESET 1960 GV1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1028+STABILITY: SURFACE MOTION GV1028 GV1028 HISTORY - Date Condition Report By GV1028 HISTORY - 1960 MONUMENTED CGS GV1028 HISTORY - 1965 GOOD CGS GV1028 HISTORY - 19910414 MARK NOT FOUND USPSQD GV1028 HISTORY - 19940501 MARK NOT FOUND USPSQD GV1028 HISTORY - 19980425 POOR USPSQD GV1028 HISTORY - 20021129 MARK NOT FOUND USPSQD GV1028 GV1028 STATION DESCRIPTION GV1028 GV1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 GV1028'1.4 MI S FROM LITWALTON. GV1028'THIS MARK IS LOCATED 1.4 MILES SOUTH ALONG STATE HIGHWAY 354 GV1028'FROM THE POST OFFICE AT LITWALTON, AT THE RESIDENCE OF JAMES A. GV1028'CLARK AND ON THE SOUTH EDGE OF THE YARD. IT IS 45 FEET EAST OF GV1028'THE PROPOSED CENTERLINE OF THE NEW STATE HIGHWAY 354, 59 FEET GV1028'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 65 FEET SOUTH OF THE GV1028'SOUTHEAST CORNER OF THE HOUSE, 7 FEET NORTHWEST OF THE NORTHWEST GV1028'CORNER OF AN UNPAINTED TOOL SHED, AND ABOUT 3 FEET HIGHER THAN GV1028'THE HIGHWAY. SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING GV1028'3 INCHES. GV1028 GV1028 STATION RECOVERY (1965) GV1028 GV1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 GV1028'RECOVERED IN GOOD CONDITION. GV1028 GV1028 STATION RECOVERY (1991) GV1028 GV1028'RECOVERY NOTE BY US POWER SQUADRON 1991 (LPC) GV1028'MARK NOT FOUND. GV1028 GV1028 STATION RECOVERY (1994) GV1028 GV1028'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1028'MARK NOT FOUND. GV1028 GV1028 STATION RECOVERY (1998) GV1028 GV1028'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1028'MARK RECOVERED IN POOR CONDITION. GV1028 GV1028 STATION RECOVERY (2002) GV1028 GV1028'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1028'MONUMENT FOUND, DISC IS MISSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3740 *********************************************************************** GV3740 DESIGNATION - SLATERS GV3740 PID - GV3740 GV3740 STATE/COUNTY- VA/LANCASTER GV3740 USGS QUAD - IRVINGTON (1992) GV3740 GV3740 *CURRENT SURVEY CONTROL GV3740 ___________________________________________________________________ GV3740* NAD 83(1993)- 37 43 35.17617(N) 076 28 51.41659(W) ADJUSTED GV3740* NAVD 88 - 26. (meters) 85. (feet) SCALED GV3740 ___________________________________________________________________ GV3740 LAPLACE CORR- -5.29 (seconds) DEFLEC99 GV3740 GEOID HEIGHT- -35.15 (meters) GEOID99 GV3740 GV3740 HORZ ORDER - FIRST GV3740 GV3740.The horizontal coordinates were established by classical geodetic methods GV3740.and adjusted by the National Geodetic Survey in November 1994. GV3740 GV3740.The orthometric height was scaled from a topographic map. GV3740 GV3740.The Laplace correction was computed from DEFLEC99 derived deflections. GV3740 GV3740.The geoid height was determined by GEOID99. GV3740 GV3740; North East Units Scale Converg. GV3740;SPC VA S - 1,156,505.548 3,677,975.147 MT 0.99996497 +1 13 31.5 GV3740;UTM 18 - 4,176,495.617 369,491.428 MT 0.99980979 -0 54 22.7 GV3740 GV3740: Primary Azimuth Mark Grid Az GV3740:SPC VA S - JAMAICA 273 01 51.8 GV3740:UTM 18 - JAMAICA 275 09 46.0 GV3740 GV3740|---------------------------------------------------------------------| GV3740| PID Reference Object Distance Geod. Az | GV3740| dddmmss.s | GV3740| DD5049 SLATERS AZ MK 0204354.8 | GV3740| GV3732 KILMARNOCK MUNICIPAL TANK APPROX. 9.1 KM 0994807.8 | GV3740| DD5051 SLATERS RM 2 26.302 METERS 11625 | GV3740| GV3741 WHITE STONE ME CHURCH SPIRE APPROX.11.5 KM 1422239.5 | GV3740| GV4756 REMLIK HALL WATER TANK APPROX.12.5 KM 2395254.0 | GV3740| GV4772 JAMAICA APPROX.16.7 KM 2741523.3 | GV3740| DD5050 SLATERS RM 1 33.845 METERS 35918 | GV3740|---------------------------------------------------------------------| GV3740 GV3740 SUPERSEDED SURVEY CONTROL GV3740 GV3740 NAD 83(1993)- 37 43 35.17465(N) 076 28 51.43367(W) AD( ) 1 GV3740 NAD 83(1986)- 37 43 35.17602(N) 076 28 51.43389(W) AD( ) 1 GV3740 NAD 27 - 37 43 34.66800(N) 076 28 52.61400(W) AD( ) 1 GV3740 GV3740.Superseded values are not recommended for survey control. GV3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3740.See file dsdata.txt to determine how the superseded data were derived. GV3740 GV3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6949176496(NAD 83) GV3740_MARKER: DS = TRIANGULATION STATION DISK GV3740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV3740+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV3740 GV3740 HISTORY - Date Condition Report By GV3740 HISTORY - 1942 MONUMENTED CGS GV3740 HISTORY - 1943 GOOD CGS GV3740 HISTORY - 1952 GOOD CGS GV3740 HISTORY - 1961 GOOD CGS GV3740 HISTORY - 1972 GOOD NGS GV3740 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3740 HISTORY - 19980425 MARK NOT FOUND USPSQD GV3740 HISTORY - 20021129 GOOD USPSQD GV3740 GV3740 STATION DESCRIPTION GV3740 GV3740'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL) GV3740'STATION IS ABOUT 3 MILES S OF LANCASTER, 0.5 MILE S OF SLATERS GV3740'CORNER, ON TOP OF A LOW HILL, IN THE BARN LOT OWNED BY JIM GV3740'JONES (COLORED). IT IS 0.15 MILE W OF PAVED COUNTY HIGHWAY 604, GV3740'ABOUT 50 YARDS SW OF THE FARMHOUSE AND 32 FEET S OF THE SE GV3740'CORNER OF THE BARN. MARK IS STAMPED SLATERS 1942, PROJECTS 6 GV3740'INCHES AND IS WITNESSED BY A 4-INCH SQUARE WHITE WOODEN POST GV3740'PROJECTING 2-1/2 FEET. GV3740' GV3740'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD GV3740'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. GV3740' GV3740'REFERENCE MARK NO. 1 IS 59 FEET NE OF THE NE CORNER OF THE GV3740'BARN. MARK IS STAMPED SLATERS NO. 1 1942, PROJECTS 8 INCHES, GV3740'AND IS WITNESSED BY A 4-INCH SQUARE WHITE WOODEN POST PROJECTING GV3740'2-1/2 FEET. GV3740' GV3740'REFERENCE MARK NO. 2 IS 2 FEET S OF A FENCE LINE. MARK IS GV3740'STAMPED SLATERS NO. 2 1942 AND PROJECTS 1 FOOT. GV3740' GV3740'AZIMUTH MARK IS 23 FEET W OF THE CENTER OF COUNTY HIGHWAY GV3740'604 AND 7 FEET S OF THE CENTER OF A FARM DRIVEWAY. MARK IS GV3740'STAMPED SLATERS 1942, PROJECTS 4 INCHES, AND IS WITNESSED BY A GV3740'4-INCH SQUARE WHITE WOODEN POST PROJECTING 2-1/2 FEET. GV3740' GV3740'REACHED FROM LANCASTER BY GOING E ON STATE HIGHWAY 3 FOR 0.5 GV3740'MILE TO PAVED COUNTY HIGHWAY 604 RIGHT, TURN RIGHT AND FOLLOW GV3740'COUNTY HIGHWAY 604 FOR 3.05 MILES TO A T-ROAD, TURN LEFT AND GV3740'CONTINUE ON COUNTY HIGHWAY 604 FOR 0.55 MILE TO A FARM ROAD GV3740'RIGHT, TURN RIGHT AND GO 0.1 MILE TO JIM JONES FARMHOUSE AND GV3740'STATION. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT ORCHARD 3. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 87-FOOT LIGHT AT GREY 3. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 87-FOOT LIGHT AT TOWLES 3. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT DOWNINGS. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT WICOMICO. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT HARMONY. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT JAMAICA. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT MISKIMON. GV3740' GV3740'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT WARNER. GV3740 GV3740 STATION RECOVERY (1943) GV3740 GV3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) GV3740'THE STATION WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD GV3740'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT. GV3740 GV3740 STATION RECOVERY (1952) GV3740 GV3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR) GV3740'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND GV3740'FOUND TO BE IN GOOD CONDITION. GV3740 GV3740 STATION RECOVERY (1961) GV3740 GV3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV3740'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS GV3740'DESCRIBED, EXCEPT THE BARN HAS BEEN REMOVED AND ALL MARKS ARE GV3740'NOW IN OPEN FIELD. THE AZIMUTH MARK WAS FOUND DESTROYED GV3740'LEANING TOWARD THE STATION. A COMPLETE NEW DESCRIPTION FOLLOWS-- GV3740' GV3740'STATION IS LOCATED 3 MILES SOUTH OF LANCASTER AND 0.5 MILE GV3740'SOUTH OF SLATERS CORNER, ON THE SOUTH SLOPE OF A HILL. IT GV3740'IS IN THE SAME FENCELINE AS REFERENCE MARK NO. 2 ABOUT 50 GV3740'YARDS SOUTHWEST OF THE OLD FARMHOUSE AND 1.5 FEET EAST OF A CGS GV3740'WITNESS SIGN. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS GV3740'STAMPED SLATERS 1942. (NOTE 1A, 7A). GV3740' GV3740'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF THE HILL. THE GV3740'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SLATERS GV3740'NO 1 1942. (NOTE 11A). GV3740' GV3740'REFERENCE MARK NO. 2 IS 106 FEET WEST OF THE SOUTHWEST CORNER GV3740'OF THE ONE STORY PART OF THE HOUSE AND 80 FEET WEST OF THE CENTER GV3740'OF A CONCRETE WELL THAT PROJECTS ABOUT 4 FEET ABOVE THE GROUND GV3740'AND 2 FEET SOUTH OF A FENCELINE. THE MARK PROJECTS ABOUT 8 GV3740'INCHES AND THE DISK IS STAMPED SLATERS NO 2 1942. (NOTE 11A). GV3740' GV3740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 GV3740'AND 604 ABOUT 0.5 MILE EAST OF LANCASTER. GO SOUTH ON HIGHWAY GV3740'604 FOR 3 MILES TO A T INTERSECTION, TURN LEFT ON HIGHWAY HIGHWAY GV3740'604 AND GO 0.55 MILE TO A DIM FARM ROAD RIGHT, LEADING TO AN GV3740'ABANDONED FARMHOUSE (POLE NO. 96), TURN RIGHT ON OLD ROAD AND GV3740'GO 0.1 MILE TO THE HOUSE AND STATION AS DESCRIBED. GV3740 GV3740 STATION RECOVERY (1972) GV3740 GV3740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) GV3740'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO GV3740'BE IN GOOD CONDITION. A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT GV3740'WAS NOT RECOVERED. MARK WAS PREVIOUSLY REPORTED AS DESTROYED. THE GV3740'ORIGINAL STATION DESCRIPTION IS ADEQUATE EXCEPT THE FARM BUILDINGS GV3740'ARE NO LONGER OCCUPIED AND THE FARM LOT HAS GROWN UP IN THICK BRUSH GV3740'AND WEEDS. GV3740' GV3740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF GV3740'LANCASTER. GV3740 GV3740 STATION RECOVERY (1994) GV3740 GV3740'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3740'MARK NOT FOUND. GV3740 GV3740 STATION RECOVERY (1998) GV3740 GV3740'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3740'MARK NOT FOUND. GV3740 GV3740 STATION RECOVERY (2002) GV3740 GV3740'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3740'STATION, RM1 AND RM2 WERE FOUND IN GOOD CONDITION. AZ MARK WAS NOT GV3740'FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1030 *********************************************************************** GV1030 DESIGNATION - T 269 RESET 1960 GV1030 PID - GV1030 GV1030 STATE/COUNTY- VA/LANCASTER GV1030 USGS QUAD - LIVELY (1992) GV1030 GV1030 *CURRENT SURVEY CONTROL GV1030 ___________________________________________________________________ GV1030* NAD 83(1986)- 37 46 18. (N) 076 33 35. (W) SCALED GV1030* NAVD 88 - 15.54 (+/-2cm) 51.0 (feet) VERTCON GV1030 ___________________________________________________________________ GV1030 GEOID HEIGHT- -34.86 (meters) GEOID99 GV1030 GV1030 VERT ORDER - THIRD (See Below) GV1030 GV1030.The horizontal coordinates were scaled from a topographic map and have GV1030.an estimated accuracy of +/- 6 seconds. GV1030 GV1030.The NAVD 88 height was computed by applying the VERTCON shift value to GV1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1030.The vertical order pertains to the superseded datum. GV1030 GV1030.The geoid height was determined by GEOID99. GV1030 GV1030; North East Units Estimated Accuracy GV1030;SPC VA S - 1,161,380. 3,670,930. MT (+/- 180 meters Scaled) GV1030 GV1030 SUPERSEDED SURVEY CONTROL GV1030 GV1030 NGVD 29 - 15.80 (m) 51.8 (f) RESET 3 GV1030 GV1030.Superseded values are not recommended for survey control. GV1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1030.See file dsdata.txt to determine how the superseded data were derived. GV1030 GV1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG626816(NAD 83) GV1030_MARKER: DB = BENCH MARK DISK GV1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1030_STAMPING: T 269 RESET 1960 GV1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1030+STABILITY: SURFACE MOTION GV1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1030+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1030 GV1030 HISTORY - Date Condition Report By GV1030 HISTORY - 1960 MONUMENTED CGS GV1030 HISTORY - 19910414 GOOD USPSQD GV1030 HISTORY - 19940501 GOOD USPSQD GV1030 HISTORY - 19980425 GOOD USPSQD GV1030 HISTORY - 20021129 GOOD USPSQD GV1030 GV1030 STATION DESCRIPTION GV1030 GV1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 GV1030'2.3 MI S FROM LITWALTON. GV1030'THIS MARK IS LOCATED 2.3 MILES SOUTH ALONG STATE HIGHWAY 354 GV1030'FROM THE POST OFFICE AT LITWALTON, AT THE T-JUNCTION OF SECONDARY GV1030'STATE HIGHWAY 653. IT IS 49 FEET EAST OF THE PROPOSED CENTERLINE GV1030'OF THE NEW HIGHWAY 354, 102 FEET NORTHEAST OF THE CENTER OF THE GV1030'JUNCTION OF THE HIGHWAYS, 28 FEET SOUTH OF THE CENTERLINE OF A GV1030'PRIVATE DRIVE LEADING EAST, 8.5 FEET SOUTH OF TELEPHONE POLE GV1030'NO. R2-171, AND 1.8 FEET WEST OF A C. AND G.S. WITNESS SIGN. SET GV1030'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES. GV1030 GV1030 STATION RECOVERY (1991) GV1030 GV1030'RECOVERY NOTE BY US POWER SQUADRON 1991 (LPC) GV1030'RECOVERED IN GOOD CONDITION. GV1030 GV1030 STATION RECOVERY (1994) GV1030 GV1030'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1030'RECOVERED IN GOOD CONDITION. GV1030 GV1030 STATION RECOVERY (1998) GV1030 GV1030'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1030'RECOVERED IN GOOD CONDITION. GV1030 GV1030 STATION RECOVERY (2002) GV1030 GV1030'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV4762 *********************************************************************** GV4762 DESIGNATION - TOWLES 2 VFC 1919 GV4762 PID - GV4762 GV4762 STATE/COUNTY- VA/LANCASTER GV4762 USGS QUAD - URBANNA (1978) GV4762 GV4762 *CURRENT SURVEY CONTROL GV4762 ___________________________________________________________________ GV4762* NAD 83(1993)- 37 38 32.14998(N) 076 30 36.65567(W) ADJUSTED GV4762* NAVD 88 - -0. (meters) -0. (feet) SCALED GV4762 ___________________________________________________________________ GV4762 LAPLACE CORR- -5.40 (seconds) DEFLEC99 GV4762 GEOID HEIGHT- -35.14 (meters) GEOID99 GV4762 GV4762 HORZ ORDER - THIRD GV4762 GV4762.The horizontal coordinates were established by classical geodetic methods GV4762.and adjusted by the National Geodetic Survey in November 1994. GV4762 GV4762.The orthometric height was scaled from a topographic map. GV4762 GV4762.The Laplace correction was computed from DEFLEC99 derived deflections. GV4762 GV4762.The geoid height was determined by GEOID99. GV4762 GV4762; North East Units Scale Converg. GV4762;SPC VA S - 1,147,110.768 3,675,595.593 MT 0.99995687 +1 12 27.6 GV4762;UTM 18 - 4,167,197.176 366,764.593 MT 0.99981865 -0 55 20.8 GV4762 GV4762: Primary Azimuth Mark Grid Az GV4762:SPC VA S - WHITING VFC 1919 153 25 42.7 GV4762:UTM 18 - WHITING VFC 1919 155 33 31.1 GV4762 GV4762|---------------------------------------------------------------------| GV4762| PID Reference Object Distance Geod. Az | GV4762| dddmmss.s | GV4762| GV3721 WHITING VFC 1919 APPROX. 3.6 KM 1543810.3 | GV4762|---------------------------------------------------------------------| GV4762 GV4762 SUPERSEDED SURVEY CONTROL GV4762 GV4762 NAD 83(1993)- 37 38 32.14906(N) 076 30 36.67329(W) AD( ) 3 GV4762 NAD 83(1986)- 37 38 32.14897(N) 076 30 36.67329(W) AD( ) 3 GV4762 NAD 27 - 37 38 31.65500(N) 076 30 37.85600(W) AD( ) 3 GV4762 GV4762.Superseded values are not recommended for survey control. GV4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV4762.See file dsdata.txt to determine how the superseded data were derived. GV4762 GV4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6676567197(NAD 83) GV4762_MARKER: DD = SURVEY DISK GV4762_SETTING: 0 = UNSPECIFIED SETTING GV4762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV4762 GV4762 HISTORY - Date Condition Report By GV4762 HISTORY - 1919 MONUMENTED VACF GV4762 HISTORY - 1942 MARK NOT FOUND CGS GV4762 HISTORY - 1944 MARK NOT FOUND CGS GV4762 HISTORY - 1949 GOOD VACF GV4762 HISTORY - 1954 GOOD CGS GV4762 HISTORY - 19940501 MARK NOT FOUND USPSQD GV4762 HISTORY - 19980425 MARK NOT FOUND USPSQD GV4762 HISTORY - 20021129 MARK NOT FOUND USPSQD GV4762 GV4762 STATION DESCRIPTION GV4762 GV4762'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919 GV4762'ON EXTREME SOUTHWESTERN POINT OF TOWLES POINT NEAR THE EDGE GV4762'OF A MARSH AND NEARLY ON LINE WITH THE SHORE LINE ABOVE AND GV4762'BELOW. THE SPOT WHERE STATION IS LOCATED GROWS UP IN VERY GV4762'HIGH WEEDS. STATION IS MARKED BY A 5-FOOT SECTION OF 1-INCH GV4762'GALVANIZED-IRON PIPE, SURROUNDED BY A BLOCK OF CONCRETE NEAR GV4762'THE SURFACE. MARK IS A U.S.C. AND G.S. STANDARD DISK. GV4762 GV4762 STATION RECOVERY (1942) GV4762 GV4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (OSR) GV4762'STATION COULD NOT BE FOUND. LOST. GV4762 GV4762 STATION RECOVERY (1944) GV4762 GV4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) GV4762'THE STATION WAS SEARCHED BUT WAS NOT RECOVERED. IT WAS REPORTED GV4762'THAT THE STATION HAS BEEN WASHED AWAY. IT IS RECOMMENDED GV4762'THAT IT BE CONSIDERED LOST. GV4762 GV4762 STATION RECOVERY (1949) GV4762 GV4762'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1949 GV4762'LETTER OF MR. G.H. BADGER, JR., ENGR., VIRGINIA COMMISSION GV4762'OF FISHERIES, NEWPORT NEWS, VA. DATED MARCH 20, 1950-- GV4762' GV4762'STATION FOUND IN GOOD CONDITION ABOUT 2 INCHES UNDER SURFACE. GV4762 GV4762 STATION RECOVERY (1954) GV4762 GV4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU) GV4762'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION. PRESENT GV4762'DESCRIPTION IS AS FOLLOWS-- GV4762' GV4762'THE STATION IS LOCATED ON TOWLES POINT, RAPPAHANNOCK RIVER. GV4762'IT IS ABOUT 2 YD. N OF THE MEAN HIGH-WATERLINE, AND 5.890 GV4762'M. S-SW OF TOWLES 3 1942. MARK IS A BRONZE DISK, SET IN A GV4762'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND, AND RESTAMPED GV4762'TOWLES 4 1954. GV4762' GV4762'IT SHOULD BE NOTED THAT A NEW TRAVERSE POSITION FAILS TO GV4762'CHECK THE OLD GEOGRAPHIC POSITION AS FOLLOWS--THE STATION GV4762'IS NOW 0.7 M. S AND 0.2 M. E OF THE OLD POSITION. SINCE GV4762'THE STATION IS IN GOOD CONDITION AT THE PRESENT TIME, REASON FOR GV4762'THE CHANGE OF POSITION IS UNKNOWN. GV4762 GV4762 STATION RECOVERY (1994) GV4762 GV4762'RECOVERY NOTE BY US POWER SQUADRON 1994 GV4762'MARK NOT FOUND. GV4762 GV4762 STATION RECOVERY (1998) GV4762 GV4762'RECOVERY NOTE BY US POWER SQUADRON 1998 GV4762'MARK NOT FOUND. GV4762 GV4762 STATION RECOVERY (2002) GV4762 GV4762'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV4762'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV4763 *********************************************************************** GV4763 DESIGNATION - TOWLES 3 GV4763 PID - GV4763 GV4763 STATE/COUNTY- VA/LANCASTER GV4763 USGS QUAD - URBANNA (1978) GV4763 GV4763 *CURRENT SURVEY CONTROL GV4763 ___________________________________________________________________ GV4763* NAD 83(1993)- 37 38 32.33111(N) 076 30 36.57926(W) ADJUSTED GV4763* NAVD 88 - -0. (meters) -0. (feet) SCALED GV4763 ___________________________________________________________________ GV4763 LAPLACE CORR- -5.40 (seconds) DEFLEC99 GV4763 GEOID HEIGHT- -35.14 (meters) GEOID99 GV4763 GV4763 HORZ ORDER - SECOND GV4763 GV4763.The horizontal coordinates were established by classical geodetic methods GV4763.and adjusted by the National Geodetic Survey in November 1994. GV4763 GV4763.The orthometric height was scaled from a topographic map. GV4763 GV4763.The Laplace correction was computed from DEFLEC99 derived deflections. GV4763 GV4763.The geoid height was determined by GEOID99. GV4763 GV4763; North East Units Scale Converg. GV4763;SPC VA S - 1,147,116.390 3,675,597.348 MT 0.99995687 +1 12 27.7 GV4763;UTM 18 - 4,167,202.728 366,766.555 MT 0.99981865 -0 55 20.8 GV4763 GV4763: Primary Azimuth Mark Grid Az GV4763:SPC VA S - TOWLES AZ MK 335 13 40.1 GV4763:UTM 18 - TOWLES AZ MK 337 21 28.6 GV4763 GV4763|---------------------------------------------------------------------| GV4763| PID Reference Object Distance Geod. Az | GV4763| dddmmss.s | GV4763| DD5140 TOWLES RM 1 05229 | GV4763| DD5141 TOWLES RM 2 33531 | GV4763| DD5139 TOWLES AZ MK 3362607.8 | GV4763|---------------------------------------------------------------------| GV4763 GV4763 SUPERSEDED SURVEY CONTROL GV4763 GV4763 NAD 83(1993)- 37 38 32.33019(N) 076 30 36.59688(W) AD( ) 2 GV4763 NAD 83(1986)- 37 38 32.33036(N) 076 30 36.59677(W) AD( ) 2 GV4763 NAD 27 - 37 38 31.83600(N) 076 30 37.77900(W) AD( ) 2 GV4763 GV4763.Superseded values are not recommended for survey control. GV4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV4763.See file dsdata.txt to determine how the superseded data were derived. GV4763 GV4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6676767203(NAD 83) GV4763_MARKER: DS = TRIANGULATION STATION DISK GV4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV4763 GV4763 HISTORY - Date Condition Report By GV4763 HISTORY - 1941 MONUMENTED CGS GV4763 HISTORY - 1944 GOOD CGS GV4763 HISTORY - 1952 GOOD CGS GV4763 HISTORY - 1954 GOOD CGS GV4763 HISTORY - 19940501 MARK NOT FOUND USPSQD GV4763 HISTORY - 19980425 MARK NOT FOUND USPSQD GV4763 HISTORY - 20021129 MARK NOT FOUND USPSQD GV4763 GV4763 STATION DESCRIPTION GV4763 GV4763'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL) GV4763'STATION IS AT THE MOST SOUTHWESTERLY POINT OF TOWLES POINT, GV4763'ABOUT 4 MILES S OF OTTOMAN POST OFFICE, AND ABOUT 4-1/2 MILES GV4763'W OF THE VILLAGE OF IRVINGTON. IT IS ABOUT 35 FEET E OF THE GV4763'HIGH-WATER MARK OF THE N SHORE OF THE RAPPAHANNOCK RIVER AND GV4763'ABOUT 400 FEET S OF A VACANT WHITE HOUSE. GV4763' GV4763'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD GV4763'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. GV4763' GV4763'REFERENCE MARK NO. 1 IS STAMPED TOWLES 3 1942 AND PROJECTS GV4763'5 INCHES. GV4763' GV4763'REFERENCE MARK NO. 2 IS STAMPED TOWLES 3 1942 AND PROJECTS GV4763'4 INCHES. GV4763' GV4763'AZIMUTH MARK IS 13 FEET SW OF COUNTY HIGHWAY 622, 12 FEET S GV4763'OF A GATE AND 2 FEET INSIDE THE FENCE ALONG THE SW SIDE OF GV4763'COUNTY HIGHWAY 622 ENROUTE TO THE STATION. GV4763' GV4763'TO REACH THE STATION FROM THE SETTLEMENT OF LIVELY AT THE GV4763'JUNCTION OF STATE HIGHWAYS 3 AND 201, GO S ON STATE HIGHWAY 201 GV4763'(PAVED) FOR 3.2 MILES TO WHITE CHAPEL POST OFFICE, THEN TURN GV4763'LEFT ON STATE HIGHWAY 201 AND GO 0.2 MILE TO THE POINT WHERE GV4763'STATE HIGHWAY TURNS RIGHT, THEN CONTINUE STRAIGHT AHEAD ON GV4763'COUNTY HIGHWAY 622 (PAVED) FOR 1.9 MILES TO A FORKS AT THE END GV4763'OF THE PAVED ROAD, THEN TAKE THE LEFT FORK ON GRAVELED COUNTY GV4763'HIGHWAY 622 FOR 1.25 MILES TO A SIDE ROAD LEFT, HERE TURN GV4763'LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AT A GV4763'GATE, CONTINUE FOR 0.85 MILE TO A T-ROAD RIGHT, TURN RIGHT GV4763'AND GO S ON A TRAIL ROAD FOR 0.3 MILE TO A FORK, THEN GV4763'STRAIGHT AHEAD, RIGHT FOR 0.15 MILE TO A VACANT WHITE HOUSE AND GV4763'A DILAPIDATED BRICK HOUSE, PASS BETWEEN THE TWO HOUSES, THEN GV4763'LEFT FOR ABOUT 40 YARDS TO THE EDGE OF THE WOODS, THEN PICK WAY GV4763'THROUGH THE WOODS AND VINES FOR ABOUT 90 YARDS TO THE GV4763'SOUTHERN-MOST POINT OF LAND AND THE STATION. GV4763' GV4763'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT SLATERS. GV4763' GV4763'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT ORCHARD 3. GV4763' GV4763'A 87-FOOT LIGHT AT GREY 3 IS VISIBLE FROM THE GROUND. GV4763' GV4763'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT HARMONY. GV4763 GV4763 STATION RECOVERY (1944) GV4763 GV4763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) GV4763'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. GV4763'THE DISTANCES FROM THE STATION TO THE REFERENCE MARKS WERE GV4763'MEASURED AND WERE FOUND TO BE CORRECT. GV4763' GV4763'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT. GV4763 GV4763 STATION RECOVERY (1952) GV4763 GV4763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR) GV4763'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD GV4763'CONDITION. EASIER ACCESS TO THE STATION IS OBTAINED BY TURNING GV4763'RIGHT AT THE T-ROAD, HEADING S FOR 0.3 MILE TO A FORK, TURNING GV4763'LEFT FOR 0.15 MILE TO THE RESIDENCE OF NELSON STUART. PROCEED GV4763'ON FOOT TO THE RIGHT, ACROSS EDGE OF FIELD AND MARSH GRASS, GV4763'TO THE EXTREMITY OF THE POINT. FOLLOW THE W SHORE TO THE GV4763'NW FOR ABOUT 100 FEET AND THE STATION IS ABOUT 20 FEET INSHORE. GV4763 GV4763 STATION RECOVERY (1954) GV4763 GV4763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU) GV4763'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. GV4763'THE REFERENCE MARKS WERE ALSO IN GOOD CONDITION, AND THE GV4763'DISTANCES WERE MEASURED AND FOUND TO BE IN AGREEMENT WITH GV4763'THOSE IN THE DESCRIPTION. GV4763 GV4763 STATION RECOVERY (1994) GV4763 GV4763'RECOVERY NOTE BY US POWER SQUADRON 1994 GV4763'MARK NOT FOUND. GV4763 GV4763 STATION RECOVERY (1998) GV4763 GV4763'RECOVERY NOTE BY US POWER SQUADRON 1998 GV4763'MARK NOT FOUND. GV4763 GV4763 STATION RECOVERY (2002) GV4763 GV4763'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV4763'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1031 *********************************************************************** GV1031 DESIGNATION - U 269 GV1031 PID - GV1031 GV1031 STATE/COUNTY- VA/LANCASTER GV1031 USGS QUAD - LIVELY (1992) GV1031 GV1031 *CURRENT SURVEY CONTROL GV1031 ___________________________________________________________________ GV1031* NAD 83(1986)- 37 45 21. (N) 076 33 33. (W) SCALED GV1031* NAVD 88 - 14.816 (meters) 48.61 (feet) ADJUSTED GV1031 ___________________________________________________________________ GV1031 GEOID HEIGHT- -34.88 (meters) GEOID99 GV1031 DYNAMIC HT - 14.806 (meters) 48.58 (feet) COMP GV1031 MODELED GRAV- 979,959.6 (mgal) NAVD 88 GV1031 GV1031 VERT ORDER - SECOND CLASS 0 GV1031 GV1031.The horizontal coordinates were scaled from a topographic map and have GV1031.an estimated accuracy of +/- 6 seconds. GV1031 GV1031.The orthometric height was determined by differential leveling GV1031.and adjusted by the National Geodetic Survey in June 1991. GV1031 GV1031.The geoid height was determined by GEOID99. GV1031 GV1031.The dynamic height is computed by dividing the NAVD 88 GV1031.geopotential number by the normal gravity value computed on the GV1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1031.degrees latitude (g = 980.6199 gals.). GV1031 GV1031.The modeled gravity was interpolated from observed gravity values. GV1031 GV1031; North East Units Estimated Accuracy GV1031;SPC VA S - 1,159,620. 3,671,010. MT (+/- 180 meters Scaled) GV1031 GV1031 SUPERSEDED SURVEY CONTROL GV1031 GV1031 NGVD 29 - 15.060 (m) 49.41 (f) ADJUSTED 2 0 GV1031 GV1031.Superseded values are not recommended for survey control. GV1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1031.See file dsdata.txt to determine how the superseded data were derived. GV1031 GV1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG626798(NAD 83) GV1031_MARKER: DB = BENCH MARK DISK GV1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1031_STAMPING: U 269 1942 GV1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1031+STABILITY: SURFACE MOTION GV1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1031+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1031 GV1031 HISTORY - Date Condition Report By GV1031 HISTORY - 1944 MONUMENTED CGS GV1031 HISTORY - 1965 GOOD CGS GV1031 HISTORY - 19910414 GOOD USPSQD GV1031 HISTORY - 19940501 MARK NOT FOUND USPSQD GV1031 HISTORY - 19980425 GOOD USPSQD GV1031 HISTORY - 20021129 GOOD USPSQD GV1031 GV1031 STATION DESCRIPTION GV1031 GV1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV1031'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 354 FROM THE POST GV1031'OFFICE AT LITWALTON, AT THE SOUTH CORNER OF THE TRIANGLE FORMED GV1031'AT THE JUNCTION ROAD, 38 FEET WEST OF THE CENTER LINE OF THE GV1031'HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE GV1031'NORTHWEST-AND-SOUTHEAST PORTION OF THE Y-ROAD, 1.0 FOOT GV1031'NORTHEAST OF A FENCE, AND 1 FOOT NORTHWEST OF A WHITE WOODEN GV1031'WITNESS POST. A STANDARD DISK, STAMPED U 269 1942 AND SET IN GV1031'THE TOP OF A CONCRETE POST. (15.102 METERS OR 49.547 FEET.) GV1031 GV1031 STATION RECOVERY (1965) GV1031 GV1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 GV1031'3.4 MI S FROM LITWALTON. GV1031'3.4 MILES SOUTH ALONG STATE HIGHWAY 354 FROM THE POST OFFICE AT GV1031'LITWALTON, LANCASTER COUNTY, 2.3 MILES NORTHWEST OF THE POST GV1031'OFFICE AT MOLLUSK, AT A Y-ROAD JUNCTION, AT THE SOUTH CORNER OF GV1031'THE TRIANGLE, 38 FEET WEST OF THE CENTERLINE OF THE GV1031'HIGHWAY, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE GV1031'NORTHWEST-AND-SOUTHEAST PORTION OF THE Y-ROAD, 1 FOOT NORTHEAST GV1031'OF A FENCE, AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST. GV1031'A STANDARD DISK, STAMPED U 269 1942 AND SET IN THE TOP OF A GV1031'CONCRETE POST. GV1031 GV1031 STATION RECOVERY (1991) GV1031 GV1031'RECOVERY NOTE BY US POWER SQUADRON 1991 (LPC) GV1031'RECOVERED IN GOOD CONDITION. GV1031 GV1031 STATION RECOVERY (1994) GV1031 GV1031'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1031'MARK NOT FOUND. GV1031 GV1031 STATION RECOVERY (1998) GV1031 GV1031'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1031'RECOVERED IN GOOD CONDITION. GV1031 GV1031 STATION RECOVERY (2002) GV1031 GV1031'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1031'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1033 *********************************************************************** GV1033 DESIGNATION - V 269 GV1033 PID - GV1033 GV1033 STATE/COUNTY- VA/LANCASTER GV1033 USGS QUAD - URBANNA (1978) GV1033 GV1033 *CURRENT SURVEY CONTROL GV1033 ___________________________________________________________________ GV1033* NAD 83(1986)- 37 44 47. (N) 076 33 11. (W) SCALED GV1033* NAVD 88 - 15.612 (meters) 51.22 (feet) ADJUSTED GV1033 ___________________________________________________________________ GV1033 GEOID HEIGHT- -34.91 (meters) GEOID99 GV1033 DYNAMIC HT - 15.601 (meters) 51.18 (feet) COMP GV1033 MODELED GRAV- 979,958.6 (mgal) NAVD 88 GV1033 GV1033 VERT ORDER - SECOND CLASS 0 GV1033 GV1033.The horizontal coordinates were scaled from a topographic map and have GV1033.an estimated accuracy of +/- 6 seconds. GV1033 GV1033.The orthometric height was determined by differential leveling GV1033.and adjusted by the National Geodetic Survey in June 1991. GV1033 GV1033.The geoid height was determined by GEOID99. GV1033 GV1033.The dynamic height is computed by dividing the NAVD 88 GV1033.geopotential number by the normal gravity value computed on the GV1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1033.degrees latitude (g = 980.6199 gals.). GV1033 GV1033.The modeled gravity was interpolated from observed gravity values. GV1033 GV1033; North East Units Estimated Accuracy GV1033;SPC VA S - 1,158,590. 3,671,570. MT (+/- 180 meters Scaled) GV1033 GV1033 SUPERSEDED SURVEY CONTROL GV1033 GV1033 NGVD 29 - 15.855 (m) 52.02 (f) ADJUSTED 2 0 GV1033 GV1033.Superseded values are not recommended for survey control. GV1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1033.See file dsdata.txt to determine how the superseded data were derived. GV1033 GV1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG631788(NAD 83) GV1033_MARKER: DB = BENCH MARK DISK GV1033_SETTING: 36 = BUILDING GV1033_STAMPING: V 269 1942 GV1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1033+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1033 GV1033 HISTORY - Date Condition Report By GV1033 HISTORY - 1944 MONUMENTED CGS GV1033 HISTORY - 1961 GOOD CGS GV1033 HISTORY - 19910414 GOOD USPSQD GV1033 HISTORY - 19940501 GOOD USPSQD GV1033 HISTORY - 19980425 GOOD USPSQD GV1033 HISTORY - 20021129 GOOD USPSQD GV1033 GV1033 STATION DESCRIPTION GV1033 GV1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV1033'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 354 FROM THE POST GV1033'OFFICE AT MOLLUSK, AT WHITES CHAPEL, AT ST. MARYS CHURCH IN GV1033'THE WEST BRICK WALL, 4.7 FEET NORTH OF THE SOUTHWEST CORNER, GV1033'AND 2 FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED V 269 GV1033'1942 AND SET VERTICALLY (15.898 METERS OR 52.159 FEET.) GV1033 GV1033 STATION RECOVERY (1961) GV1033 GV1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1033'1.4 MI NW FROM MOLLUSK. GV1033'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 354 FROM THE POST OFFICE GV1033'AT MOLLUSK, LANCASTER COUNTY, AT WHITES CHAPEL, AT ST. MARYS GV1033'CHURCH, IN THE WEST BRICK WALL, 4.7 FEET NORTH OF THE SOUTHWEST GV1033'CORNER, AND 2 FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED GV1033'V 269 1942 AND SET VERTICALLY. GV1033 GV1033 STATION RECOVERY (1991) GV1033 GV1033'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1033'RECOVERED IN GOOD CONDITION. GV1033 GV1033 STATION RECOVERY (1994) GV1033 GV1033'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1033'RECOVERED IN GOOD CONDITION. GV1033 GV1033 STATION RECOVERY (1998) GV1033 GV1033'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1033'RECOVERED IN GOOD CONDITION. GV1033 GV1033 STATION RECOVERY (2002) GV1033 GV1033'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1033'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1036 *********************************************************************** GV1036 DESIGNATION - W 269 RESET 1960 GV1036 PID - GV1036 GV1036 STATE/COUNTY- VA/LANCASTER GV1036 USGS QUAD - URBANNA (1978) GV1036 GV1036 *CURRENT SURVEY CONTROL GV1036 ___________________________________________________________________ GV1036* NAD 83(1986)- 37 44 08. (N) 076 32 35. (W) SCALED GV1036* NAVD 88 - 16.85 (+/-2cm) 55.3 (feet) VERTCON GV1036 ___________________________________________________________________ GV1036 GEOID HEIGHT- -34.95 (meters) GEOID99 GV1036 GV1036 VERT ORDER - THIRD (See Below) GV1036 GV1036.The horizontal coordinates were scaled from a topographic map and have GV1036.an estimated accuracy of +/- 6 seconds. GV1036 GV1036.The NAVD 88 height was computed by applying the VERTCON shift value to GV1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1036.The vertical order pertains to the superseded datum. GV1036 GV1036.The geoid height was determined by GEOID99. GV1036 GV1036; North East Units Estimated Accuracy GV1036;SPC VA S - 1,157,400. 3,672,480. MT (+/- 180 meters Scaled) GV1036 GV1036 SUPERSEDED SURVEY CONTROL GV1036 GV1036 NGVD 29 - 17.10 (m) 56.1 (f) RESET 3 GV1036 GV1036.Superseded values are not recommended for survey control. GV1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1036.See file dsdata.txt to determine how the superseded data were derived. GV1036 GV1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG640775(NAD 83) GV1036_MARKER: DB = BENCH MARK DISK GV1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1036_STAMPING: W 269 RESET 1960 GV1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1036+STABILITY: SURFACE MOTION GV1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1036+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1036 GV1036 HISTORY - Date Condition Report By GV1036 HISTORY - 1960 MONUMENTED CGS GV1036 HISTORY - 1988 GOOD USPSQD GV1036 HISTORY - 19910414 MARK NOT FOUND USPSQD GV1036 HISTORY - 19940501 GOOD USPSQD GV1036 HISTORY - 19980425 GOOD USPSQD GV1036 HISTORY - 20021129 GOOD USPSQD GV1036 GV1036 STATION DESCRIPTION GV1036 GV1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 GV1036'0.5 MI NW FROM MOLLUSK. GV1036'THIS MARK IS LOCATED 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 354 GV1036'FROM THE F.C. WITHERS GROCERY STORE AND POST OFFICE AT MOLLUSK, GV1036'AT THE Y-JUNCTION OF SECONDARY STATE HIGHWAY 624. IT IS 90 FEET GV1036'EAST OF THE CENTERLINE OF HIGHWAY 354, 27 FEET NORTHWEST OF THE GV1036'CENTERLINE OF HIGHWAY 624, 33 FEET SOUTHEAST OF A 12-INCH DOGWOOD GV1036'TREE, AND 2 FEET WEST OF A C. AND G.S. WITNESS SIGN. SET IN THE GV1036'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES. GV1036 GV1036 STATION RECOVERY (1988) GV1036 GV1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1036'RECOVERED IN GOOD CONDITION. GV1036 GV1036 STATION RECOVERY (1991) GV1036 GV1036'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1036'MARK NOT FOUND. GV1036 GV1036 STATION RECOVERY (1994) GV1036 GV1036'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1036'RECOVERED IN GOOD CONDITION. GV1036 GV1036 STATION RECOVERY (1998) GV1036 GV1036'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1036'RECOVERED IN GOOD CONDITION. GV1036 GV1036 STATION RECOVERY (2002) GV1036 GV1036'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1036'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0084 *********************************************************************** GV0084 DESIGNATION - W 459 GV0084 PID - GV0084 GV0084 STATE/COUNTY- VA/LANCASTER GV0084 USGS QUAD - FLEETS BAY (1992) GV0084 GV0084 *CURRENT SURVEY CONTROL GV0084 ___________________________________________________________________ GV0084* NAD 83(1986)- 37 37 52. (N) 076 17 31. (W) SCALED GV0084* NAVD 88 - 1.067 (meters) 3.50 (feet) ADJUSTED GV0084 ___________________________________________________________________ GV0084 GEOID HEIGHT- -35.77 (meters) GEOID99 GV0084 DYNAMIC HT - 1.066 (meters) 3.50 (feet) COMP GV0084 MODELED GRAV- 979,941.2 (mgal) NAVD 88 GV0084 GV0084 VERT ORDER - FIRST CLASS I GV0084 GV0084.The horizontal coordinates were scaled from a topographic map and have GV0084.an estimated accuracy of +/- 6 seconds. GV0084 GV0084.The orthometric height was determined by differential leveling GV0084.and adjusted by the National Geodetic Survey in June 1991. GV0084 GV0084.The geoid height was determined by GEOID99. GV0084 GV0084.The dynamic height is computed by dividing the NAVD 88 GV0084.geopotential number by the normal gravity value computed on the GV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0084.degrees latitude (g = 980.6199 gals.). GV0084 GV0084.The modeled gravity was interpolated from observed gravity values. GV0084 GV0084; North East Units Estimated Accuracy GV0084;SPC VA S - 1,146,300. 3,694,880. MT (+/- 180 meters Scaled) GV0084 GV0084 SUPERSEDED SURVEY CONTROL GV0084 GV0084 NGVD 29 - 1.309 (m) 4.29 (f) ADJUSTED 1 1 GV0084 GV0084.Superseded values are not recommended for survey control. GV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0084.See file dsdata.txt to determine how the superseded data were derived. GV0084 GV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG860656(NAD 83) GV0084_MARKER: DB = BENCH MARK DISK GV0084_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0084+WITH SETTING: INTO GROUND GV0084_STAMPING: W 459 1971 GV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0084+STABILITY: SURFACE MOTION GV0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0084+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0084 GV0084 HISTORY - Date Condition Report By GV0084 HISTORY - 1971 MONUMENTED NGS GV0084 HISTORY - 1987 MARK NOT FOUND USPSQD GV0084 HISTORY - 19910414 GOOD USPSQD GV0084 HISTORY - 19940410 GOOD USPSQD GV0084 HISTORY - 19980614 GOOD USPSQD GV0084 HISTORY - 20021129 GOOD USPSQD GV0084 GV0084 STATION DESCRIPTION GV0084 GV0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0084'6.4 MI SE FROM WHITE STONE. GV0084'ABOUT 6.35 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0084'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT THE ENTRANCE TO BAY GV0084'VIEW, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH GV0084'OF THE CENTER LINE OF THE DRIVEWAY TO BAY VIEW, 26.0 FEET GV0084'SOUTH-SOUTHWEST OF THE MORE SOUTHERLY BRACE POLE FOR A GATE, 20 GV0084'FEET NORTH OF A 24-INCH TREE, 1.7 FEET WEST OF A METAL WITNESS GV0084'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 4-FOOT GV0084'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE GV0084'PLATE. THE DISK IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND GV0084'IS PROTECTED BY A 4-INCH ORANGEBURG PIPE THAT IS LEVEL WITH THE GV0084'GROUND. GV0084 GV0084 STATION RECOVERY (1987) GV0084 GV0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0084'MARK NOT FOUND. GV0084 GV0084 STATION RECOVERY (1991) GV0084 GV0084'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM) GV0084'RECOVERED IN GOOD CONDITION. GV0084 GV0084 STATION RECOVERY (1994) GV0084 GV0084'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0084'RECOVERED IN GOOD CONDITION. GV0084 GV0084 STATION RECOVERY (1998) GV0084 GV0084'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0084'RECOVERED IN GOOD CONDITION. GV0084 GV0084 STATION RECOVERY (2002) GV0084 GV0084'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0084'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV3629 *********************************************************************** GV3629 DESIGNATION - WINDMILL POINT LIGHTHOUSE 1898 GV3629 PID - GV3629 GV3629 STATE/COUNTY- VA/LANCASTER GV3629 USGS QUAD - EAST OF DELTAVILLE (1992) GV3629 GV3629 *CURRENT SURVEY CONTROL GV3629 ___________________________________________________________________ GV3629* NAD 83(1993)- 37 35 48.97569(N) 076 14 09.50512(W) ADJUSTED GV3629* NAVD 88 - -0. (meters) -0. (feet) SCALED GV3629 ___________________________________________________________________ GV3629 LAPLACE CORR- -4.59 (seconds) DEFLEC99 GV3629 GEOID HEIGHT- -35.95 (meters) GEOID99 GV3629 GV3629 HORZ ORDER - THIRD GV3629 GV3629.The horizontal coordinates were established by classical geodetic methods GV3629.and adjusted by the National Geodetic Survey in November 1994. GV3629 GV3629.The orthometric height was scaled from a topographic map. GV3629 GV3629.The Laplace correction was computed from DEFLEC99 derived deflections. GV3629 GV3629.The geoid height was determined by GEOID99. GV3629 GV3629; North East Units Scale Converg. GV3629;SPC VA S - 1,142,626.899 3,699,909.962 MT 0.99995339 +1 22 26.7 GV3629;UTM 18 - 4,161,814.007 390,891.400 MT 0.99974663 -0 45 14.9 GV3629 GV3629: Primary Azimuth Mark Grid Az GV3629:SPC VA S - STINGRAY POINT LIGHTHOUSE 1900 215 52 25.9 GV3629:UTM 18 - STINGRAY POINT LIGHTHOUSE 1900 218 00 07.5 GV3629 GV3629|---------------------------------------------------------------------| GV3629| PID Reference Object Distance Geod. Az | GV3629| dddmmss.s | GV3629| GV3664 STINGRAY POINT LIGHTHOUSE 1900 APPROX. 5.0 KM 2171452.6 | GV3629| GV3651 BROAD CREEK DAY BEACON 4 APPROX. 7.6 KM 2424724.5 | GV3629| GV3650 BROAD CREEK DAY BEACON 2 APPROX. 7.3 KM 2442624.0 | GV3629| GV3652 BROAD CREEK LIGHT 1 APPROX. 7.0 KM 2460820.6 | GV3629|---------------------------------------------------------------------| GV3629 GV3629 SUPERSEDED SURVEY CONTROL GV3629 GV3629 NAD 83(1993)- 37 35 48.97711(N) 076 14 09.52852(W) AD( ) 3 GV3629 NAD 83(1986)- 37 35 48.97515(N) 076 14 09.52985(W) AD( ) 3 GV3629 NAD 27 - 37 35 48.51300(N) 076 14 10.74000(W) AD( ) 3 GV3629 GV3629.Superseded values are not recommended for survey control. GV3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV3629.See file dsdata.txt to determine how the superseded data were derived. GV3629 GV3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG9089161814(NAD 83) GV3629_MARKER: 13 = LIGHTHOUSE GV3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV3629+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV3629 GV3629 HISTORY - Date Condition Report By GV3629 HISTORY - 1898 FIRST OBSERVED CGS GV3629 HISTORY - 1944 GOOD CGS GV3629 HISTORY - 1954 GOOD CGS GV3629 HISTORY - 1961 GOOD CGS GV3629 HISTORY - 1986 GOOD USPSQD GV3629 HISTORY - 19940410 MARK NOT FOUND USPSQD GV3629 HISTORY - 19980510 GOOD USPSQD GV3629 HISTORY - 20021129 GOOD USPSQD GV3629 GV3629 STATION DESCRIPTION GV3629 GV3629'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV3629'THIS STATION WAS NOT VISITED. THE LIGHT IS ON THE SE END GV3629'OF RAPPAHANNOCK SPIT. THE POINT SIGHTED ON WAS THE CENTER GV3629'OF THE BLACK LIGHT, ON THE ROOF OF THE LIGHTHOUSE. GV3629 GV3629 STATION RECOVERY (1954) GV3629 GV3629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCB) GV3629'THIS STATION WAS RECOVERED AND IS IN GOOD CONDITION. THE GV3629'PREVIOUS DESCRIPTION IS ADEQUATE. GV3629 GV3629 STATION RECOVERY (1961) GV3629 GV3629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (KAM) GV3629'THE STATION WAS RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTIONS GV3629'ARE ADEQUATE. THE STATION WAS VISITED AND USED FOR AN ELECTRONIC GV3629'STATION TO CONTROL HYDROGRAPHIC SURVEYS. GV3629 GV3629 STATION RECOVERY (1986) GV3629 GV3629'RECOVERY NOTE BY US POWER SQUADRON 1986 (MAD) GV3629'RECOVERED IN GOOD CONDITION. GV3629 GV3629 STATION RECOVERY (1994) GV3629 GV3629'RECOVERY NOTE BY US POWER SQUADRON 1994 GV3629'MARK NOT FOUND. GV3629 GV3629 STATION RECOVERY (1998) GV3629 GV3629'RECOVERY NOTE BY US POWER SQUADRON 1998 GV3629'RECOVERED IN GOOD CONDITION. GV3629 GV3629 STATION RECOVERY (2002) GV3629 GV3629'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV3629'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1037 *********************************************************************** GV1037 DESIGNATION - X 269 GV1037 PID - GV1037 GV1037 STATE/COUNTY- VA/LANCASTER GV1037 USGS QUAD - URBANNA (1978) GV1037 GV1037 *CURRENT SURVEY CONTROL GV1037 ___________________________________________________________________ GV1037* NAD 83(1986)- 37 43 22. (N) 076 31 59. (W) SCALED GV1037* NAVD 88 - 14.526 (meters) 47.66 (feet) ADJUSTED GV1037 ___________________________________________________________________ GV1037 GEOID HEIGHT- -35.00 (meters) GEOID99 GV1037 DYNAMIC HT - 14.516 (meters) 47.62 (feet) COMP GV1037 MODELED GRAV- 979,955.8 (mgal) NAVD 88 GV1037 GV1037 VERT ORDER - SECOND CLASS 0 GV1037 GV1037.The horizontal coordinates were scaled from a topographic map and have GV1037.an estimated accuracy of +/- 6 seconds. GV1037 GV1037.The orthometric height was determined by differential leveling GV1037.and adjusted by the National Geodetic Survey in June 1991. GV1037 GV1037.The geoid height was determined by GEOID99. GV1037 GV1037.The dynamic height is computed by dividing the NAVD 88 GV1037.geopotential number by the normal gravity value computed on the GV1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1037.degrees latitude (g = 980.6199 gals.). GV1037 GV1037.The modeled gravity was interpolated from observed gravity values. GV1037 GV1037; North East Units Estimated Accuracy GV1037;SPC VA S - 1,156,000. 3,673,390. MT (+/- 180 meters Scaled) GV1037 GV1037 SUPERSEDED SURVEY CONTROL GV1037 GV1037 NGVD 29 - 14.770 (m) 48.46 (f) ADJUSTED 2 0 GV1037 GV1037.Superseded values are not recommended for survey control. GV1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1037.See file dsdata.txt to determine how the superseded data were derived. GV1037 GV1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG648761(NAD 83) GV1037_MARKER: DB = BENCH MARK DISK GV1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1037_STAMPING: X 269 1942 GV1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1037+STABILITY: SURFACE MOTION GV1037 GV1037 HISTORY - Date Condition Report By GV1037 HISTORY - 1944 MONUMENTED CGS GV1037 HISTORY - 1961 MARK NOT FOUND CGS GV1037 HISTORY - 19910414 MARK NOT FOUND USPSQD GV1037 HISTORY - 19980425 MARK NOT FOUND USPSQD GV1037 HISTORY - 20021129 MARK NOT FOUND USPSQD GV1037 GV1037 STATION DESCRIPTION GV1037 GV1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV1037'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 354 FROM THE POST GV1037'OFFICE AT MOLLUSK AT THE Y-JUNCTION OF SECONDARY STATE GV1037'HIGHWAY 662 LEADING EAST, 33 FEET SOUTH OF THE CENTER LINE OF GV1037'THE DIRT ROAD, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, GV1037'AND 1-1/2 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD GV1037'DISK, STAMPED X 269 1942 AND SET IN THE TOP OF A CONCRETE POST. GV1037'(14.812 METERS OR 48.596 FEET.) GV1037 GV1037 STATION RECOVERY (1961) GV1037 GV1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1037'0.5 MI SE FROM MOLLUSK. GV1037'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 354 FROM THE POST OFFICE GV1037'AT MOLLUSK, LANCASTER COUNTY, AT THE Y-JUNCTION OF SECONDARY GV1037'STATE HIGHWAY 662 LEADING EAST, 33 FEET SOUTH OF THE CENTERLINE GV1037'OF THE DIRT ROAD, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, GV1037'AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD GV1037'DISK, STAMPED X 269 1942 AND SET IN THE TOP OF A CONCRETE POST. GV1037 GV1037 STATION RECOVERY (1991) GV1037 GV1037'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1037'MARK NOT FOUND. GV1037 GV1037 STATION RECOVERY (1998) GV1037 GV1037'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1037'MARK NOT FOUND. GV1037 GV1037 STATION RECOVERY (2002) GV1037 GV1037'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1037'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0038 *********************************************************************** GV0038 DESIGNATION - X 271 GV0038 PID - GV0038 GV0038 STATE/COUNTY- VA/LANCASTER GV0038 USGS QUAD - FLEETS BAY (1992) GV0038 GV0038 *CURRENT SURVEY CONTROL GV0038 ___________________________________________________________________ GV0038* NAD 83(1986)- 37 44 11. (N) 076 21 44. (W) SCALED GV0038* NAVD 88 - 22.915 (meters) 75.18 (feet) ADJUSTED GV0038 ___________________________________________________________________ GV0038 GEOID HEIGHT- -35.50 (meters) GEOID99 GV0038 DYNAMIC HT - 22.899 (meters) 75.13 (feet) COMP GV0038 MODELED GRAV- 979,946.8 (mgal) NAVD 88 GV0038 GV0038 VERT ORDER - SECOND CLASS 0 GV0038 GV0038.The horizontal coordinates were scaled from a topographic map and have GV0038.an estimated accuracy of +/- 6 seconds. GV0038 GV0038.The orthometric height was determined by differential leveling GV0038.and adjusted by the National Geodetic Survey in June 1991. GV0038 GV0038.The geoid height was determined by GEOID99. GV0038 GV0038.The dynamic height is computed by dividing the NAVD 88 GV0038.geopotential number by the normal gravity value computed on the GV0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0038.degrees latitude (g = 980.6199 gals.). GV0038 GV0038.The modeled gravity was interpolated from observed gravity values. GV0038 GV0038; North East Units Estimated Accuracy GV0038;SPC VA S - 1,157,840. 3,688,410. MT (+/- 180 meters Scaled) GV0038 GV0038 SUPERSEDED SURVEY CONTROL GV0038 GV0038 NGVD 29 - 23.156 (m) 75.97 (f) ADJUSTED 2 0 GV0038 GV0038.Superseded values are not recommended for survey control. GV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0038.See file dsdata.txt to determine how the superseded data were derived. GV0038 GV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG799774(NAD 83) GV0038_MARKER: DB = BENCH MARK DISK GV0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0038_STAMPING: X 271 1942 GV0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0038+STABILITY: SURFACE MOTION GV0038 GV0038 HISTORY - Date Condition Report By GV0038 HISTORY - 1942 MONUMENTED CGS GV0038 HISTORY - 1961 GOOD CGS GV0038 HISTORY - 1971 MARK NOT FOUND NGS GV0038 HISTORY - 19980510 MARK NOT FOUND USPSQD GV0038 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0038 GV0038 STATION DESCRIPTION GV0038 GV0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV0038'2.1 MI N FROM KILMARNOCK. GV0038'2.1 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE POST OFFICE AT GV0038'KILMARNOCK, LANCASTER COUNTY, 0.5 MILE SOUTH OF THE ROAD JUNCTION GV0038'AT GOOD LUCK, AT THE T-JUNCTION OF SECONDARY STATE HIGHWAY 607 GV0038'LEADING EAST, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 35 GV0038'FEET SOUTH OF THE CENTERLINE OF THE BLACK-TOP ROAD, AND 2 FEET GV0038'WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED GV0038'X 271 1942 AND SET IN THE TOP OF A CONCRETE POST. GV0038 GV0038 STATION RECOVERY (1971) GV0038 GV0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 GV0038'MARK NOT FOUND. GV0038 GV0038 STATION RECOVERY (1998) GV0038 GV0038'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0038'MARK NOT FOUND. GV0038 GV0038 STATION RECOVERY (2002) GV0038 GV0038'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0038'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0083 *********************************************************************** GV0083 DESIGNATION - X 459 GV0083 PID - GV0083 GV0083 STATE/COUNTY- VA/LANCASTER GV0083 USGS QUAD - FLEETS BAY (1992) GV0083 GV0083 *CURRENT SURVEY CONTROL GV0083 ___________________________________________________________________ GV0083* NAD 83(1986)- 37 37 59. (N) 076 18 30. (W) SCALED GV0083* NAVD 88 - 0.623 (meters) 2.04 (feet) ADJUSTED GV0083 ___________________________________________________________________ GV0083 GEOID HEIGHT- -35.72 (meters) GEOID99 GV0083 DYNAMIC HT - 0.623 (meters) 2.04 (feet) COMP GV0083 MODELED GRAV- 979,941.9 (mgal) NAVD 88 GV0083 GV0083 VERT ORDER - FIRST CLASS I GV0083 GV0083.The horizontal coordinates were scaled from a topographic map and have GV0083.an estimated accuracy of +/- 6 seconds. GV0083 GV0083.The orthometric height was determined by differential leveling GV0083.and adjusted by the National Geodetic Survey in June 1991. GV0083 GV0083.The geoid height was determined by GEOID99. GV0083 GV0083.The dynamic height is computed by dividing the NAVD 88 GV0083.geopotential number by the normal gravity value computed on the GV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0083.degrees latitude (g = 980.6199 gals.). GV0083 GV0083.The modeled gravity was interpolated from observed gravity values. GV0083 GV0083; North East Units Estimated Accuracy GV0083;SPC VA S - 1,146,480. 3,693,430. MT (+/- 180 meters Scaled) GV0083 GV0083 SUPERSEDED SURVEY CONTROL GV0083 GV0083 NGVD 29 - 0.865 (m) 2.84 (f) ADJUSTED 1 1 GV0083 GV0083.Superseded values are not recommended for survey control. GV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0083.See file dsdata.txt to determine how the superseded data were derived. GV0083 GV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG845659(NAD 83) GV0083_MARKER: DB = BENCH MARK DISK GV0083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0083+WITH SETTING: INTO GROUND GV0083_STAMPING: X 459 1971 GV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0083+STABILITY: SURFACE MOTION GV0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0083+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0083 GV0083 HISTORY - Date Condition Report By GV0083 HISTORY - 1971 MONUMENTED NGS GV0083 HISTORY - 1987 MARK NOT FOUND USPSQD GV0083 HISTORY - 19940410 GOOD USPSQD GV0083 HISTORY - 19980510 GOOD USPSQD GV0083 HISTORY - 20021129 GOOD USPSQD GV0083 GV0083 STATION DESCRIPTION GV0083 GV0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0083'5.4 MI SE FROM WHITE STONE. GV0083'ABOUT 5.35 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0083'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, ABOUT 0.35 MILE GV0083'NORTHEAST OF THE METHODIST CHURCH AT FOXWELLS, 25 FEET NORTHWEST GV0083'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF POWER POLE GV0083'NUMBER 39, 0.7 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL GV0083'WITH THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER GV0083'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK GV0083'IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND IS PROTECTED GV0083'BY A 4-INCH ORANGEBURG PIPE THAT IS LEVEL WITH THE GROUND. GV0083 GV0083 STATION RECOVERY (1987) GV0083 GV0083'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0083'MARK NOT FOUND. GV0083 GV0083 STATION RECOVERY (1994) GV0083 GV0083'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0083'RECOVERED IN GOOD CONDITION. GV0083 GV0083 STATION RECOVERY (1998) GV0083 GV0083'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0083'RECOVERED IN GOOD CONDITION. GV0083 GV0083 STATION RECOVERY (2002) GV0083 GV0083'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0083'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1038 *********************************************************************** GV1038 DESIGNATION - Y 269 GV1038 PID - GV1038 GV1038 STATE/COUNTY- VA/LANCASTER GV1038 USGS QUAD - URBANNA (1978) GV1038 GV1038 *CURRENT SURVEY CONTROL GV1038 ___________________________________________________________________ GV1038* NAD 83(1986)- 37 42 47. (N) 076 31 44. (W) SCALED GV1038* NAVD 88 - 12.554 (meters) 41.19 (feet) ADJUSTED GV1038 ___________________________________________________________________ GV1038 GEOID HEIGHT- -35.02 (meters) GEOID99 GV1038 DYNAMIC HT - 12.545 (meters) 41.16 (feet) COMP GV1038 MODELED GRAV- 979,954.9 (mgal) NAVD 88 GV1038 GV1038 VERT ORDER - SECOND CLASS 0 GV1038 GV1038.The horizontal coordinates were scaled from a topographic map and have GV1038.an estimated accuracy of +/- 6 seconds. GV1038 GV1038.The orthometric height was determined by differential leveling GV1038.and adjusted by the National Geodetic Survey in June 1991. GV1038 GV1038.The geoid height was determined by GEOID99. GV1038 GV1038.The dynamic height is computed by dividing the NAVD 88 GV1038.geopotential number by the normal gravity value computed on the GV1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1038.degrees latitude (g = 980.6199 gals.). GV1038 GV1038.The modeled gravity was interpolated from observed gravity values. GV1038 GV1038; North East Units Estimated Accuracy GV1038;SPC VA S - 1,154,930. 3,673,780. MT (+/- 180 meters Scaled) GV1038 GV1038 SUPERSEDED SURVEY CONTROL GV1038 GV1038 NGVD 29 - 12.797 (m) 41.98 (f) ADJUSTED 2 0 GV1038 GV1038.Superseded values are not recommended for survey control. GV1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1038.See file dsdata.txt to determine how the superseded data were derived. GV1038 GV1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG652750(NAD 83) GV1038_MARKER: DB = BENCH MARK DISK GV1038_SETTING: 36 = BUILDING GV1038_STAMPING: Y 269 1942 GV1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1038+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1038 GV1038 HISTORY - Date Condition Report By GV1038 HISTORY - 1944 MONUMENTED CGS GV1038 HISTORY - 1961 GOOD CGS GV1038 HISTORY - 1988 GOOD USPSQD GV1038 HISTORY - 19910414 GOOD USPSQD GV1038 HISTORY - 19940501 GOOD USPSQD GV1038 HISTORY - 19980425 GOOD USPSQD GV1038 HISTORY - 20021129 GOOD USPSQD GV1038 GV1038 STATION DESCRIPTION GV1038 GV1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV1038'ABOUT 1.0 MILE NORTH ALONG SECONDARY STATE HIGHWAY 622 FROM GV1038'THE POST OFFICE AT OTTOMAN AT THE NEW MOLLUSK NEGRO SCHOOL, IN GV1038'THE EAST BRICK WALL, 2 FEET SOUTH OF THE NORTHEAST CORNER, AND GV1038'3.2 FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED Y 269 1942 GV1038'AND SET VERTICALLY. (12.840 METERS OR 42.126 FEET.) GV1038 GV1038 STATION RECOVERY (1961) GV1038 GV1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1038'1.2 MI SE FROM MOLLUSK. GV1038'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 354 FROM THE POST OFFICE GV1038'AT MOLLUSK, LANCASTER COUNTY, 1.0 MILE NORTH OF THE POST OFFICE GV1038'AT OTTOMAN, AT THE NEW MOLLUSK SCHOOL, IN THE EAST BRICK WALL, GV1038'2 FEET SOUTH OF THE NORTHEAST CORNER, AND 3.2 FEET ABOVE THE GV1038'GROUND. A STANDARD DISK, STAMPED Y 269 1942 AND SET VERTICALLY. GV1038 GV1038 STATION RECOVERY (1988) GV1038 GV1038'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1038'RECOVERED IN GOOD CONDITION. GV1038 GV1038 STATION RECOVERY (1991) GV1038 GV1038'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1038'RECOVERED IN GOOD CONDITION. GV1038 GV1038 STATION RECOVERY (1994) GV1038 GV1038'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1038'RECOVERED IN GOOD CONDITION. GV1038 GV1038 STATION RECOVERY (1998) GV1038 GV1038'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1038'RECOVERED IN GOOD CONDITION. GV1038 GV1038 STATION RECOVERY (2002) GV1038 GV1038'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1038'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0035 *********************************************************************** GV0035 DESIGNATION - Y 271 GV0035 PID - GV0035 GV0035 STATE/COUNTY- VA/LANCASTER GV0035 USGS QUAD - FLEETS BAY (1992) GV0035 GV0035 *CURRENT SURVEY CONTROL GV0035 ___________________________________________________________________ GV0035* NAD 83(1986)- 37 43 19. (N) 076 22 10. (W) SCALED GV0035* NAVD 88 - 23.893 (meters) 78.39 (feet) ADJUSTED GV0035 ___________________________________________________________________ GV0035 GEOID HEIGHT- -35.49 (meters) GEOID99 GV0035 DYNAMIC HT - 23.877 (meters) 78.34 (feet) COMP GV0035 MODELED GRAV- 979,947.0 (mgal) NAVD 88 GV0035 GV0035 VERT ORDER - SECOND CLASS 0 GV0035 GV0035.The horizontal coordinates were scaled from a topographic map and have GV0035.an estimated accuracy of +/- 6 seconds. GV0035 GV0035.The orthometric height was determined by differential leveling GV0035.and adjusted by the National Geodetic Survey in June 1991. GV0035 GV0035.The geoid height was determined by GEOID99. GV0035 GV0035.The dynamic height is computed by dividing the NAVD 88 GV0035.geopotential number by the normal gravity value computed on the GV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0035.degrees latitude (g = 980.6199 gals.). GV0035 GV0035.The modeled gravity was interpolated from observed gravity values. GV0035 GV0035; North East Units Estimated Accuracy GV0035;SPC VA S - 1,156,220. 3,687,810. MT (+/- 180 meters Scaled) GV0035 GV0035 SUPERSEDED SURVEY CONTROL GV0035 GV0035 NGVD 29 - 24.134 (m) 79.18 (f) ADJUSTED 2 0 GV0035 GV0035.Superseded values are not recommended for survey control. GV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0035.See file dsdata.txt to determine how the superseded data were derived. GV0035 GV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG793758(NAD 83) GV0035_MARKER: DB = BENCH MARK DISK GV0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0035_STAMPING: Y 271 1942 GV0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0035+STABILITY: SURFACE MOTION GV0035 GV0035 HISTORY - Date Condition Report By GV0035 HISTORY - 1942 MONUMENTED CGS GV0035 HISTORY - 19980510 MARK NOT FOUND USPSQD GV0035 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0035 GV0035 STATION DESCRIPTION GV0035 GV0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 GV0035'1 MI N FROM KILMARNOCK. GV0035'1.0 MILE NORTH ALONG STATE HIGHWAY 200 FROM THE POST OFFICE AT GV0035'KILMARNOCK, AT A T INTERSECTION OF THE HIGHWAY AND A PRIVATE GV0035'DIRT ROAD LEADING SOUTHEAST TO A LARGE 2-STORY FARMHOUSE, 32 FEET GV0035'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTHEAST GV0035'OF THE CENTER LINE OF THE DIRT ROAD, 35 FEET NORTH OF A POWER LINE GV0035'POLE, AND 1 1/2 FEET NORTHWEST OF A REFERENCE POST. A DISK, GV0035'SET IN THE TOP OF A CONCRETE POST. GV0035 GV0035 STATION RECOVERY (1998) GV0035 GV0035'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0035'MARK NOT FOUND. GV0035 GV0035 STATION RECOVERY (2002) GV0035 GV0035'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0035'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0036 *********************************************************************** GV0036 DESIGNATION - Y 271 RESET 1946 GV0036 PID - GV0036 GV0036 STATE/COUNTY- VA/LANCASTER GV0036 USGS QUAD - FLEETS BAY (1992) GV0036 GV0036 *CURRENT SURVEY CONTROL GV0036 ___________________________________________________________________ GV0036* NAD 83(1986)- 37 43 19. (N) 076 22 10. (W) SCALED GV0036* NAVD 88 - 24.025 (meters) 78.82 (feet) ADJUSTED GV0036 ___________________________________________________________________ GV0036 GEOID HEIGHT- -35.49 (meters) GEOID99 GV0036 DYNAMIC HT - 24.008 (meters) 78.77 (feet) COMP GV0036 MODELED GRAV- 979,947.0 (mgal) NAVD 88 GV0036 GV0036 VERT ORDER - FIRST CLASS I GV0036 GV0036.The horizontal coordinates were scaled from a topographic map and have GV0036.an estimated accuracy of +/- 6 seconds. GV0036 GV0036.The orthometric height was determined by differential leveling GV0036.and adjusted by the National Geodetic Survey in June 1991. GV0036 GV0036.The geoid height was determined by GEOID99. GV0036 GV0036.The dynamic height is computed by dividing the NAVD 88 GV0036.geopotential number by the normal gravity value computed on the GV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0036.degrees latitude (g = 980.6199 gals.). GV0036 GV0036.The modeled gravity was interpolated from observed gravity values. GV0036 GV0036; North East Units Estimated Accuracy GV0036;SPC VA S - 1,156,220. 3,687,810. MT (+/- 180 meters Scaled) GV0036 GV0036 SUPERSEDED SURVEY CONTROL GV0036 GV0036 NGVD 29 - 24.266 (m) 79.61 (f) ADJUSTED 1 1 GV0036 GV0036.Superseded values are not recommended for survey control. GV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0036.See file dsdata.txt to determine how the superseded data were derived. GV0036 GV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG793758(NAD 83) GV0036_MARKER: DB = BENCH MARK DISK GV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0036_STAMPING: Y 271 RESET 1946 GV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0036+STABILITY: SURFACE MOTION GV0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0036+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0036 GV0036 HISTORY - Date Condition Report By GV0036 HISTORY - 1946 MONUMENTED CGS GV0036 HISTORY - 1971 GOOD NGS GV0036 HISTORY - 1987 GOOD USPSQD GV0036 HISTORY - 19910414 GOOD USPSQD GV0036 HISTORY - 19940410 GOOD USPSQD GV0036 HISTORY - 19980510 GOOD USPSQD GV0036 HISTORY - 20021129 GOOD USPSQD GV0036 GV0036 STATION DESCRIPTION GV0036 GV0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0036'1 MI N FROM KILMARNOCK. GV0036'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION GV0036'OF STATE HIGHWAY 3 AT KILMARNOCK, 51 FEET SOUTHEAST OF THE CENTER GV0036'LINE OF THE HIGHWAY, 11 FEET NORTHWEST OF POWER POLE NUMBER JU2789, GV0036'10 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY TO A HOUSE, 0.7 GV0036'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GV0036'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH GV0036'THE SURFACE OF THE GROUND. GV0036 GV0036 STATION RECOVERY (1987) GV0036 GV0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0036'RECOVERED IN GOOD CONDITION. GV0036 GV0036 STATION RECOVERY (1991) GV0036 GV0036'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0036'RECOVERED IN GOOD CONDITION. GV0036 GV0036 STATION RECOVERY (1994) GV0036 GV0036'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0036'RECOVERED IN GOOD CONDITION. GV0036 GV0036 STATION RECOVERY (1998) GV0036 GV0036'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0036'RECOVERED IN GOOD CONDITION. GV0036 GV0036 STATION RECOVERY (2002) GV0036 GV0036'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0036'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0080 *********************************************************************** GV0080 DESIGNATION - Y 459 GV0080 PID - GV0080 GV0080 STATE/COUNTY- VA/LANCASTER GV0080 USGS QUAD - DELTAVILLE (1992) GV0080 GV0080 *CURRENT SURVEY CONTROL GV0080 ___________________________________________________________________ GV0080* NAD 83(1986)- 37 37 27. (N) 076 20 46. (W) SCALED GV0080* NAVD 88 - 1.712 (meters) 5.62 (feet) ADJUSTED GV0080 ___________________________________________________________________ GV0080 GEOID HEIGHT- -35.62 (meters) GEOID99 GV0080 DYNAMIC HT - 1.710 (meters) 5.61 (feet) COMP GV0080 MODELED GRAV- 979,943.1 (mgal) NAVD 88 GV0080 GV0080 VERT ORDER - FIRST CLASS I GV0080 GV0080.The horizontal coordinates were scaled from a topographic map and have GV0080.an estimated accuracy of +/- 6 seconds. GV0080 GV0080.The orthometric height was determined by differential leveling GV0080.and adjusted by the National Geodetic Survey in June 1991. GV0080 GV0080.The geoid height was determined by GEOID99. GV0080 GV0080.The dynamic height is computed by dividing the NAVD 88 GV0080.geopotential number by the normal gravity value computed on the GV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0080.degrees latitude (g = 980.6199 gals.). GV0080 GV0080.The modeled gravity was interpolated from observed gravity values. GV0080 GV0080; North East Units Estimated Accuracy GV0080;SPC VA S - 1,145,420. 3,690,120. MT (+/- 180 meters Scaled) GV0080 GV0080 SUPERSEDED SURVEY CONTROL GV0080 GV0080 NGVD 29 - 1.953 (m) 6.41 (f) ADJUSTED 1 1 GV0080 GV0080.Superseded values are not recommended for survey control. GV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0080.See file dsdata.txt to determine how the superseded data were derived. GV0080 GV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG812649(NAD 83) GV0080_MARKER: DB = BENCH MARK DISK GV0080_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0080+WITH SETTING: INTO GROUND GV0080_STAMPING: Y 459 1971 GV0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0080+STABILITY: SURFACE MOTION GV0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0080+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0080 GV0080 HISTORY - Date Condition Report By GV0080 HISTORY - 1971 MONUMENTED NGS GV0080 HISTORY - 1987 GOOD USPSQD GV0080 HISTORY - 19910414 GOOD USPSQD GV0080 HISTORY - 19940410 GOOD USPSQD GV0080 HISTORY - 19980510 GOOD USPSQD GV0080 HISTORY - 20021129 GOOD USPSQD GV0080 GV0080 STATION DESCRIPTION GV0080 GV0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0080'3 MI SE FROM WHITE STONE. GV0080'ABOUT 2.95 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0080'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT THE VILLAGE OF GV0080'PALMER, 27 1/2 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE GV0080'ROAD, 16 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO GV0080'A HOUSE, 1 1/2 FEET WEST OF POWER POLE NUMBER 48218, 1.1 FEET GV0080'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND GV0080'ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS GV0080'ATTACHED TO A METAL BASE PLATE. THE DISK IS 2 INCHES BELOW THE GV0080'SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG GV0080'PIPE THAT IS LEVEL WITH THE GROUND. GV0080 GV0080 STATION RECOVERY (1987) GV0080 GV0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV0080'RECOVERED IN GOOD CONDITION. GV0080 GV0080 STATION RECOVERY (1991) GV0080 GV0080'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM) GV0080'RECOVERED IN GOOD CONDITION. GV0080 GV0080 STATION RECOVERY (1994) GV0080 GV0080'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0080'RECOVERED IN GOOD CONDITION. GV0080 GV0080 STATION RECOVERY (1998) GV0080 GV0080'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0080'RECOVERED IN GOOD CONDITION. GV0080 GV0080 STATION RECOVERY (2002) GV0080 GV0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0080'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV1039 *********************************************************************** GV1039 DESIGNATION - Z 269 GV1039 PID - GV1039 GV1039 STATE/COUNTY- VA/LANCASTER GV1039 USGS QUAD - URBANNA (1978) GV1039 GV1039 *CURRENT SURVEY CONTROL GV1039 ___________________________________________________________________ GV1039* NAD 83(1986)- 37 42 06. (N) 076 31 19. (W) SCALED GV1039* NAVD 88 - 12.686 (meters) 41.62 (feet) ADJUSTED GV1039 ___________________________________________________________________ GV1039 GEOID HEIGHT- -35.06 (meters) GEOID99 GV1039 DYNAMIC HT - 12.677 (meters) 41.59 (feet) COMP GV1039 MODELED GRAV- 979,953.8 (mgal) NAVD 88 GV1039 GV1039 VERT ORDER - SECOND CLASS 0 GV1039 GV1039.The horizontal coordinates were scaled from a topographic map and have GV1039.an estimated accuracy of +/- 6 seconds. GV1039 GV1039.The orthometric height was determined by differential leveling GV1039.and adjusted by the National Geodetic Survey in June 1991. GV1039 GV1039.The geoid height was determined by GEOID99. GV1039 GV1039.The dynamic height is computed by dividing the NAVD 88 GV1039.geopotential number by the normal gravity value computed on the GV1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1039.degrees latitude (g = 980.6199 gals.). GV1039 GV1039.The modeled gravity was interpolated from observed gravity values. GV1039 GV1039; North East Units Estimated Accuracy GV1039;SPC VA S - 1,153,680. 3,674,420. MT (+/- 180 meters Scaled) GV1039 GV1039 SUPERSEDED SURVEY CONTROL GV1039 GV1039 NGVD 29 - 12.929 (m) 42.42 (f) ADJUSTED 2 0 GV1039 GV1039.Superseded values are not recommended for survey control. GV1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1039.See file dsdata.txt to determine how the superseded data were derived. GV1039 GV1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG658738(NAD 83) GV1039_MARKER: DB = BENCH MARK DISK GV1039_SETTING: 36 = BUILDING GV1039_STAMPING: Z 269 1942 GV1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1039+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV1039 GV1039 HISTORY - Date Condition Report By GV1039 HISTORY - 1944 MONUMENTED CGS GV1039 HISTORY - 1961 GOOD CGS GV1039 HISTORY - 1988 GOOD USPSQD GV1039 HISTORY - 19910414 GOOD USPSQD GV1039 HISTORY - 19940501 GOOD USPSQD GV1039 HISTORY - 19980425 GOOD USPSQD GV1039 HISTORY - 20021129 GOOD USPSQD GV1039 GV1039 STATION DESCRIPTION GV1039 GV1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG) GV1039'AT OTTOMAN, AT THE PUBLIC SCHOOL, IN THE NORTHEAST BRICK WALL, GV1039'1.8 FEET NORTHWEST OF THE EAST CORNER, AND ABOUT 3 FEET ABOVE GV1039'THE GROUND. A STANDARD DISK, STAMPED Z 269 1942 AND SET GV1039'VERTICALLY. (12.971 METERS OR 42.556 FEET.) GV1039 GV1039 STATION RECOVERY (1961) GV1039 GV1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1039'AT OTTOMAN. GV1039'AT OTTOMAN, LANCASTER COUNTY, ON STATE HIGHWAY 354, AT THE PUBLIC GV1039'SCHOOL, IN THE NORTHEAST BRICK WALL, 1.8 FEET NORTHWEST OF THE GV1039'EAST CORNER, AND 3 FEET ABOVE THE GROUND. A STANDARD DISK, GV1039'STAMPED Z 269 1942 AND SET VERTICALLY. GV1039 GV1039 STATION RECOVERY (1988) GV1039 GV1039'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1039'RECOVERED IN GOOD CONDITION. GV1039 GV1039 STATION RECOVERY (1991) GV1039 GV1039'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC) GV1039'RECOVERED IN GOOD CONDITION. GV1039 GV1039 STATION RECOVERY (1994) GV1039 GV1039'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1039'RECOVERED IN GOOD CONDITION. GV1039 GV1039 STATION RECOVERY (1998) GV1039 GV1039'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1039'RECOVERED IN GOOD CONDITION. GV1039 GV1039 STATION RECOVERY (2002) GV1039 GV1039'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV1039'OTTOMAN PUBLIC SCHOOL IS NOW A HUNT CLUB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0031 *********************************************************************** GV0031 DESIGNATION - Z 271 GV0031 PID - GV0031 GV0031 STATE/COUNTY- VA/LANCASTER GV0031 USGS QUAD - FLEETS BAY (1992) GV0031 GV0031 *CURRENT SURVEY CONTROL GV0031 ___________________________________________________________________ GV0031* NAD 83(1986)- 37 41 41. (N) 076 22 26. (W) SCALED GV0031* NAVD 88 - 9.771 (meters) 32.06 (feet) ADJUSTED GV0031 ___________________________________________________________________ GV0031 GEOID HEIGHT- -35.49 (meters) GEOID99 GV0031 DYNAMIC HT - 9.764 (meters) 32.03 (feet) COMP GV0031 MODELED GRAV- 979,946.6 (mgal) NAVD 88 GV0031 GV0031 VERT ORDER - SECOND CLASS 0 GV0031 GV0031.The horizontal coordinates were scaled from a topographic map and have GV0031.an estimated accuracy of +/- 6 seconds. GV0031 GV0031.The orthometric height was determined by differential leveling GV0031.and adjusted by the National Geodetic Survey in June 1991. GV0031 GV0031.The geoid height was determined by GEOID99. GV0031 GV0031.The dynamic height is computed by dividing the NAVD 88 GV0031.geopotential number by the normal gravity value computed on the GV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0031.degrees latitude (g = 980.6199 gals.). GV0031 GV0031.The modeled gravity was interpolated from observed gravity values. GV0031 GV0031; North East Units Estimated Accuracy GV0031;SPC VA S - 1,153,190. 3,687,490. MT (+/- 180 meters Scaled) GV0031 GV0031 SUPERSEDED SURVEY CONTROL GV0031 GV0031 NGVD 29 - 10.012 (m) 32.85 (f) ADJUSTED 2 0 GV0031 GV0031.Superseded values are not recommended for survey control. GV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0031.See file dsdata.txt to determine how the superseded data were derived. GV0031 GV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG788728(NAD 83) GV0031_MARKER: DB = BENCH MARK DISK GV0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0031_STAMPING: Z 271 1942 GV0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0031+STABILITY: SURFACE MOTION GV0031 GV0031 HISTORY - Date Condition Report By GV0031 HISTORY - 1942 MONUMENTED CGS GV0031 HISTORY - 19980510 MARK NOT FOUND USPSQD GV0031 HISTORY - 20021129 MARK NOT FOUND USPSQD GV0031 GV0031 STATION DESCRIPTION GV0031 GV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 GV0031'1.2 MI S FROM KILMARNOCK. GV0031'1.2 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE POST OFFICE AT GV0031'KILMARNOCK, IN A TRIANGLE FORMED BY A Y APPROACH OF BLACK TOP ROAD GV0031'NO. 650 TO STATE HIGHWAY 200, 32 FEET EAST OF THE CENTER LINE OF GV0031'THE HIGHWAY, 13 FEET EAST OF A POWER LINE POLE, 3 FEET WEST OF GV0031'A HIGHWAY STOP SIGN, AND 1 FOOT EAST OF A REFERENCE POST. A DISK, GV0031'SET IN THE TOP OF A CONCRETE POST. GV0031 GV0031 STATION RECOVERY (1998) GV0031 GV0031'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0031'MARK NOT FOUND. GV0031 GV0031 STATION RECOVERY (2002) GV0031 GV0031'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0031'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0032 *********************************************************************** GV0032 DESIGNATION - Z 271 RESET 1950 GV0032 PID - GV0032 GV0032 STATE/COUNTY- VA/LANCASTER GV0032 USGS QUAD - FLEETS BAY (1992) GV0032 GV0032 *CURRENT SURVEY CONTROL GV0032 ___________________________________________________________________ GV0032* NAD 83(1986)- 37 41 41. (N) 076 22 26. (W) SCALED GV0032* NAVD 88 - 9.284 (meters) 30.46 (feet) ADJUSTED GV0032 ___________________________________________________________________ GV0032 GEOID HEIGHT- -35.49 (meters) GEOID99 GV0032 DYNAMIC HT - 9.278 (meters) 30.44 (feet) COMP GV0032 MODELED GRAV- 979,946.6 (mgal) NAVD 88 GV0032 GV0032 VERT ORDER - FIRST CLASS I GV0032 GV0032.The horizontal coordinates were scaled from a topographic map and have GV0032.an estimated accuracy of +/- 6 seconds. GV0032 GV0032.The orthometric height was determined by differential leveling GV0032.and adjusted by the National Geodetic Survey in June 1991. GV0032 GV0032.The geoid height was determined by GEOID99. GV0032 GV0032.The dynamic height is computed by dividing the NAVD 88 GV0032.geopotential number by the normal gravity value computed on the GV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0032.degrees latitude (g = 980.6199 gals.). GV0032 GV0032.The modeled gravity was interpolated from observed gravity values. GV0032 GV0032; North East Units Estimated Accuracy GV0032;SPC VA S - 1,153,190. 3,687,490. MT (+/- 180 meters Scaled) GV0032 GV0032 SUPERSEDED SURVEY CONTROL GV0032 GV0032 NGVD 29 - 9.526 (m) 31.25 (f) ADJUSTED 1 1 GV0032 GV0032.Superseded values are not recommended for survey control. GV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0032.See file dsdata.txt to determine how the superseded data were derived. GV0032 GV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG788728(NAD 83) GV0032_MARKER: DB = BENCH MARK DISK GV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0032_STAMPING: Z 271 RESET 1950 GV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0032+STABILITY: SURFACE MOTION GV0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0032+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0032 GV0032 HISTORY - Date Condition Report By GV0032 HISTORY - 1950 MONUMENTED CGS GV0032 HISTORY - 1971 GOOD NGS GV0032 HISTORY - 1987 GOOD USPSQD GV0032 HISTORY - 19910414 GOOD USPSQD GV0032 HISTORY - 19940410 GOOD USPSQD GV0032 HISTORY - 19980510 MARK NOT FOUND USPSQD GV0032 HISTORY - 20021129 GOOD USPSQD GV0032 GV0032 STATION DESCRIPTION GV0032 GV0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0032'3.3 MI N FROM WHITE STONE. GV0032'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION GV0032'OF STATE HIGHWAY 3 AT WHITE STONE, OR ABOUT 1.2 MILES SOUTH ALONG GV0032'STATE HIGHWAY 200 FROM THE JUNCTION OF STATE HIGHWAY 3 AT GV0032'KILMARNOCK, 153 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, GV0032'41 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 650, 27.0 GV0032'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 1.0 FOOT GV0032'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY GV0032'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH GV0032'THE SURFACE OF THE GROUND. GV0032 GV0032 STATION RECOVERY (1987) GV0032 GV0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0032'RECOVERED IN GOOD CONDITION. GV0032 GV0032 STATION RECOVERY (1991) GV0032 GV0032'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0032'RECOVERED IN GOOD CONDITION. GV0032 GV0032 STATION RECOVERY (1994) GV0032 GV0032'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0032'RECOVERED IN GOOD CONDITION. GV0032 GV0032 STATION RECOVERY (1998) GV0032 GV0032'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0032'MARK NOT FOUND. GV0032 GV0032 STATION RECOVERY (2002) GV0032 GV0032'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0032'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GV0079 *********************************************************************** GV0079 DESIGNATION - Z 459 GV0079 PID - GV0079 GV0079 STATE/COUNTY- VA/LANCASTER GV0079 USGS QUAD - FLEETS BAY (1992) GV0079 GV0079 *CURRENT SURVEY CONTROL GV0079 ___________________________________________________________________ GV0079* NAD 83(1986)- 37 37 48. (N) 076 21 46. (W) SCALED GV0079* NAVD 88 - 2.574 (meters) 8.44 (feet) ADJUSTED GV0079 ___________________________________________________________________ GV0079 GEOID HEIGHT- -35.57 (meters) GEOID99 GV0079 DYNAMIC HT - 2.572 (meters) 8.44 (feet) COMP GV0079 MODELED GRAV- 979,944.2 (mgal) NAVD 88 GV0079 GV0079 VERT ORDER - FIRST CLASS I GV0079 GV0079.The horizontal coordinates were scaled from a topographic map and have GV0079.an estimated accuracy of +/- 6 seconds. GV0079 GV0079.The orthometric height was determined by differential leveling GV0079.and adjusted by the National Geodetic Survey in June 1991. GV0079 GV0079.The geoid height was determined by GEOID99. GV0079 GV0079.The dynamic height is computed by dividing the NAVD 88 GV0079.geopotential number by the normal gravity value computed on the GV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV0079.degrees latitude (g = 980.6199 gals.). GV0079 GV0079.The modeled gravity was interpolated from observed gravity values. GV0079 GV0079; North East Units Estimated Accuracy GV0079;SPC VA S - 1,146,030. 3,688,630. MT (+/- 180 meters Scaled) GV0079 GV0079 SUPERSEDED SURVEY CONTROL GV0079 GV0079 NGVD 29 - 2.815 (m) 9.24 (f) ADJUSTED 1 1 GV0079 GV0079.Superseded values are not recommended for survey control. GV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0079.See file dsdata.txt to determine how the superseded data were derived. GV0079 GV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG797656(NAD 83) GV0079_MARKER: DB = BENCH MARK DISK GV0079_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED GV0079+WITH SETTING: INTO GROUND GV0079_STAMPING: Z 459 1971 GV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0079+STABILITY: SURFACE MOTION GV0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV0079+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002 GV0079 GV0079 HISTORY - Date Condition Report By GV0079 HISTORY - 1971 MONUMENTED NGS GV0079 HISTORY - 1987 GOOD USPSQD GV0079 HISTORY - 19910414 GOOD USPSQD GV0079 HISTORY - 19940410 GOOD USPSQD GV0079 HISTORY - 19980614 GOOD USPSQD GV0079 HISTORY - 20021129 GOOD USPSQD GV0079 GV0079 STATION DESCRIPTION GV0079 GV0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 GV0079'1.9 MI SE FROM WHITE STONE. GV0079'ABOUT 1.9 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION GV0079'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, 26 FEET NORTHEAST GV0079'OF THE CENTER LINE OF THE ROAD, 32.0 FEET SOUTH OF THE SOUTH GV0079'CORNER OF A BUILDING, 1 1/2 FEET NORTHWEST OF POWER POLE NUMBER GV0079'GE22, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH GV0079'THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD GV0079'THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 3 INCHES GV0079'BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH GV0079'ORANGEBURG PIPE THAT IS LEVEL WITH THE GROUND. GV0079 GV0079 STATION RECOVERY (1987) GV0079 GV0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV0079'RECOVERED IN GOOD CONDITION. GV0079 GV0079 STATION RECOVERY (1991) GV0079 GV0079'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM) GV0079'RECOVERED IN GOOD CONDITION. GV0079 GV0079 STATION RECOVERY (1994) GV0079 GV0079'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0079'RECOVERED IN GOOD CONDITION. GV0079 GV0079 STATION RECOVERY (1998) GV0079 GV0079'RECOVERY NOTE BY US POWER SQUADRON 1998 GV0079'RECOVERED IN GOOD CONDITION. GV0079 GV0079 STATION RECOVERY (2002) GV0079 GV0079'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR) GV0079'RECOVERED IN GOOD CONDITION.