1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0904 *********************************************************************** FX0904 DESIGNATION - 43.1 FX0904 PID - FX0904 FX0904 STATE/COUNTY- VA/ISLE OF WIGHT FX0904 USGS QUAD - BENNS CHURCH (1986) FX0904 FX0904 *CURRENT SURVEY CONTROL FX0904 ___________________________________________________________________ FX0904* NAD 83(1986)- 36 56 16. (N) 076 35 09. (W) SCALED FX0904* NAVD 88 - 12.712 (meters) 41.71 (feet) ADJUSTED FX0904 ___________________________________________________________________ FX0904 GEOID HEIGHT- -36.14 (meters) GEOID99 FX0904 DYNAMIC HT - 12.702 (meters) 41.67 (feet) COMP FX0904 MODELED GRAV- 979,871.6 (mgal) NAVD 88 FX0904 FX0904 VERT ORDER - FIRST CLASS II FX0904 FX0904.The horizontal coordinates were scaled from a topographic map and have FX0904.an estimated accuracy of +/- 6 seconds. FX0904 FX0904.The orthometric height was determined by differential leveling FX0904.and adjusted by the National Geodetic Survey in June 1991. FX0904 FX0904.The geoid height was determined by GEOID99. FX0904 FX0904.The dynamic height is computed by dividing the NAVD 88 FX0904.geopotential number by the normal gravity value computed on the FX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0904.degrees latitude (g = 980.6199 gals.). FX0904 FX0904.The modeled gravity was interpolated from observed gravity values. FX0904 FX0904; North East Units Estimated Accuracy FX0904;SPC VA S - 1,068,810. 3,670,510. MT (+/- 180 meters Scaled) FX0904 FX0904 SUPERSEDED SURVEY CONTROL FX0904 FX0904 NGVD 29 - 13.09 (m) 42.9 (f) COMPUTED 1 2 FX0904 FX0904.Superseded values are not recommended for survey control. FX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0904.See file dsdata.txt to determine how the superseded data were derived. FX0904 FX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83) FX0904_MARKER: X = CHISELED CROSS FX0904_SETTING: 30 = CURB FX0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0904 FX0904 HISTORY - Date Condition Report By FX0904 HISTORY - UNK MONUMENTED RBNF FX0904 HISTORY - 1932 GOOD NGS FX0904 HISTORY - 1960 MARK NOT FOUND NGS FX0904 HISTORY - 20010331 MARK NOT FOUND NGS FX0904 FX0904 STATION DESCRIPTION FX0904 FX0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932 FX0904'AT BENNS CHURCH. FX0904'IN THE EAST CORNER OF THE TRIANGLE FORMED BY THE INTERSECTION OF FX0904'STATE HIGHWAY 10 AND FORKED END OF THE JAMES RIVER BRIDGE HIGHWAY, FX0904'ABOUT 42 FEET FROM THE CENTERLINE OF HIGHWAY 10, A CHISELED CROSS FX0904'IN THE TOP OF A CONCRETE COPING CURB. FX0904 FX0904 STATION RECOVERY (1960) FX0904 FX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 FX0904'MARK NOT FOUND. FX0904 FX0904 STATION RECOVERY (2001) FX0904 FX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0902 *********************************************************************** FX0902 DESIGNATION - 44.4 FX0902 PID - FX0902 FX0902 STATE/COUNTY- VA/ISLE OF WIGHT FX0902 USGS QUAD - BENNS CHURCH (1986) FX0902 FX0902 *CURRENT SURVEY CONTROL FX0902 ___________________________________________________________________ FX0902* NAD 83(1986)- 36 56 16. (N) 076 35 10. (W) SCALED FX0902* NAVD 88 - 13.089 (meters) 42.94 (feet) ADJUSTED FX0902 ___________________________________________________________________ FX0902 GEOID HEIGHT- -36.14 (meters) GEOID99 FX0902 DYNAMIC HT - 13.079 (meters) 42.91 (feet) COMP FX0902 MODELED GRAV- 979,871.7 (mgal) NAVD 88 FX0902 FX0902 VERT ORDER - FIRST CLASS II FX0902 FX0902.The horizontal coordinates were scaled from a topographic map and have FX0902.an estimated accuracy of +/- 6 seconds. FX0902 FX0902.The orthometric height was determined by differential leveling FX0902.and adjusted by the National Geodetic Survey in June 1991. FX0902 FX0902.The geoid height was determined by GEOID99. FX0902 FX0902.The dynamic height is computed by dividing the NAVD 88 FX0902.geopotential number by the normal gravity value computed on the FX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0902.degrees latitude (g = 980.6199 gals.). FX0902 FX0902.The modeled gravity was interpolated from observed gravity values. FX0902 FX0902; North East Units Estimated Accuracy FX0902;SPC VA S - 1,068,810. 3,670,480. MT (+/- 180 meters Scaled) FX0902 FX0902 SUPERSEDED SURVEY CONTROL FX0902 FX0902 NGVD 29 - 13.471 (m) 44.20 (f) ADJ UNCH 1 2 FX0902 FX0902.Superseded values are not recommended for survey control. FX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0902.See file dsdata.txt to determine how the superseded data were derived. FX0902 FX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83) FX0902_MARKER: X = CHISELED CROSS FX0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0902+STABILITY: SURFACE MOTION FX0902 FX0902 HISTORY - Date Condition Report By FX0902 HISTORY - UNK MONUMENTED RBNF FX0902 HISTORY - 1953 GOOD NGS FX0902 HISTORY - 1960 GOOD NGS FX0902 HISTORY - 20010331 MARK NOT FOUND NGS FX0902 HISTORY - 20010805 MARK NOT FOUND USPSQD FX0902 FX0902 STATION DESCRIPTION FX0902 FX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 FX0902'AT BENNS CHURCH. FX0902'AT BENNS CHURCH, ABOUT 130 YARDS SOUTH ALONG STATE HIGHWAY 32 FX0902'FROM THE JUNCTION OF U.S. HIGHWAY 258, 179 1/2 FEET SOUTHWEST OF FX0902'SOUTHWEST CORNER OF MAIN PART OF BENNS METHODIST CHURCH, 24 1/2 FX0902'FEET EAST OF CENTER LINE OF HIGHWAY, 7 FEET EAST OF NORTH END OF FX0902'EAST HEAD WALL OF A 24-INCH PIPE CULVERT, 16 FEET NORTH OF FX0902'TELEPHONE POLE NO. 146, AND IS A 1 1/2-INCH CHISELED CROSS ON THE FX0902'TOP OF A 6-INCH SQUARE GRANITE POST PROJECTING ABOUT 1 INCH. FX0902 FX0902 STATION RECOVERY (1960) FX0902 FX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 FX0902'RECOVERED IN GOOD CONDITION. FX0902 FX0902 STATION RECOVERY (2001) FX0902 FX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. FX0902 FX0902 STATION RECOVERY (2001) FX0902 FX0902'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX0902'NOT FOUND, MUCH GRADING HAS BEEN DONE IN AREA WHICH HAS PROBABLY FX0902'DESTROYED THE STATION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0905 *********************************************************************** FX0905 DESIGNATION - C 27 FX0905 PID - FX0905 FX0905 STATE/COUNTY- VA/ISLE OF WIGHT FX0905 USGS QUAD - BENNS CHURCH (1986) FX0905 FX0905 *CURRENT SURVEY CONTROL FX0905 ___________________________________________________________________ FX0905* NAD 83(1986)- 36 56 16. (N) 076 35 11. (W) SCALED FX0905* NAVD 88 - 13.022 (meters) 42.72 (feet) ADJUSTED FX0905 ___________________________________________________________________ FX0905 GEOID HEIGHT- -36.14 (meters) GEOID99 FX0905 DYNAMIC HT - 13.012 (meters) 42.69 (feet) COMP FX0905 MODELED GRAV- 979,871.7 (mgal) NAVD 88 FX0905 FX0905 VERT ORDER - FIRST CLASS II FX0905 FX0905.The horizontal coordinates were scaled from a topographic map and have FX0905.an estimated accuracy of +/- 6 seconds. FX0905 FX0905.The orthometric height was determined by differential leveling FX0905.and adjusted by the National Geodetic Survey in June 1991. FX0905 FX0905.The geoid height was determined by GEOID99. FX0905 FX0905.The dynamic height is computed by dividing the NAVD 88 FX0905.geopotential number by the normal gravity value computed on the FX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0905.degrees latitude (g = 980.6199 gals.). FX0905 FX0905.The modeled gravity was interpolated from observed gravity values. FX0905 FX0905; North East Units Estimated Accuracy FX0905;SPC VA S - 1,068,810. 3,670,460. MT (+/- 180 meters Scaled) FX0905 FX0905 SUPERSEDED SURVEY CONTROL FX0905 FX0905 NGVD 29 - 13.403 (m) 43.97 (f) ADJ UNCH 1 2 FX0905 FX0905.Superseded values are not recommended for survey control. FX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0905.See file dsdata.txt to determine how the superseded data were derived. FX0905 FX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83) FX0905_MARKER: DB = BENCH MARK DISK FX0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0905_STAMPING: C 27 1932 44.121 FX0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0905+STABILITY: SURFACE MOTION FX0905 FX0905 HISTORY - Date Condition Report By FX0905 HISTORY - 1932 MONUMENTED CGS FX0905 HISTORY - 1971 GOOD NGS FX0905 HISTORY - 20010331 MARK NOT FOUND NGS FX0905 HISTORY - 20010805 MARK NOT FOUND USPSQD FX0905 FX0905 STATION DESCRIPTION FX0905 FX0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0905'AT BENNS CHURCH. FX0905'AT BENNS CHURCH, AT THE EAST SIDE OF A TRIANGLE FORMED BY THE FX0905'JUNCTION OF U.S. HIGHWAY 258 AND STATE HIGHWAY 10 AND 32, 253 FEET FX0905'NORTHWEST OF AND ACROSS THE SOUTH LANE OF U.S. HIGHWAY 258 AND FX0905'STATE HIGHWAY 32 FROM THE NORTHWEST WING OF BENNS CHURCH, 29 FEET FX0905'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 258 ON THE SOUTH SIDE OF FX0905'THE TRIANGLE, 74 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY FX0905'10, 6 FEET WEST OF THE EAST END OF THE CURB OF TRIANGLE, 101 FX0905'FEET NORTHWEST OF AND ACROSS THE SOUTH LANE OF U.S. HIGHWAY 258 FX0905'FROM BENCH MARK PTS 1 C (USGS), 1 FOOT EAST OF A METAL WITNESS FX0905'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF FX0905'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND. FX0905 FX0905 STATION RECOVERY (2001) FX0905 FX0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. FX0905 FX0905 STATION RECOVERY (2001) FX0905 FX0905'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) FX0905'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0906 *********************************************************************** FX0906 DESIGNATION - C 27 RESET 1972 FX0906 PID - FX0906 FX0906 STATE/COUNTY- VA/ISLE OF WIGHT FX0906 USGS QUAD - BENNS CHURCH (1986) FX0906 FX0906 *CURRENT SURVEY CONTROL FX0906 ___________________________________________________________________ FX0906* NAD 83(1986)- 36 56 16. (N) 076 35 09. (W) SCALED FX0906* NAVD 88 - 47.53 (+/-2cm) 155.9 (feet) VERTCON FX0906 ___________________________________________________________________ FX0906 GEOID HEIGHT- -36.14 (meters) GEOID99 FX0906 FX0906 VERT ORDER - ? (See Below) FX0906 FX0906.The horizontal coordinates were scaled from a topographic map and have FX0906.an estimated accuracy of +/- 6 seconds. FX0906 FX0906.The NAVD 88 height was computed by applying the VERTCON shift value to FX0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0906.The vertical order pertains to the superseded datum. FX0906 FX0906.The geoid height was determined by GEOID99. FX0906 FX0906; North East Units Estimated Accuracy FX0906;SPC VA S - 1,068,810. 3,670,510. MT (+/- 180 meters Scaled) FX0906 FX0906 SUPERSEDED SURVEY CONTROL FX0906 FX0906 NGVD 29 - 47.847 (m) 156.98 (f) ADJ UNCH ? FX0906 FX0906.Superseded values are not recommended for survey control. FX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0906.See file dsdata.txt to determine how the superseded data were derived. FX0906 FX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83) FX0906_MARKER: DB = BENCH MARK DISK FX0906_SETTING: 30 = MONUMENT FX0906_STAMPING: C 27 RESET 1972 FX0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0906 FX0906 HISTORY - Date Condition Report By FX0906 HISTORY - 1972 MONUMENTED NGS FX0906 HISTORY - 20010331 MARK NOT FOUND NGS FX0906 FX0906 STATION DESCRIPTION FX0906 FX0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 FX0906'AT BENNS CHURCH. FX0906'AT BENNS CHURCH, AT THE JUNCTION OF U.S. HIGHWAY 258 AND STATE FX0906'HIGHWAY 32, ON PROPERTY OF BENNS METHODIST CHURCH, 62 FEET NORTH FX0906'OF P.T.S. 1 C (U.S.G.S.), 38 FEET NORTHWEST OF 30 INCH OAK TREE, FX0906'32 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 258 AND STATE FX0906'HIGHWAY 32 AND 2 FEET WEST OF UTILITY POLE WA 70. DISK IS SET FX0906'FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND FX0906'FLUSH WITH THE GROUND. FX0906 FX0906 STATION RECOVERY (2001) FX0906 FX0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0972 *********************************************************************** FX0972 DESIGNATION - E 281 FX0972 PID - FX0972 FX0972 STATE/COUNTY- VA/ISLE OF WIGHT FX0972 USGS QUAD - BENNS CHURCH (1986) FX0972 FX0972 *CURRENT SURVEY CONTROL FX0972 ___________________________________________________________________ FX0972* NAD 83(1986)- 36 58 57. (N) 076 37 15. (W) SCALED FX0972* NAVD 88 - 2.405 (meters) 7.89 (feet) ADJUSTED FX0972 ___________________________________________________________________ FX0972 GEOID HEIGHT- -35.90 (meters) GEOID99 FX0972 DYNAMIC HT - 2.403 (meters) 7.88 (feet) COMP FX0972 MODELED GRAV- 979,887.2 (mgal) NAVD 88 FX0972 FX0972 VERT ORDER - FIRST CLASS I FX0972 FX0972.The horizontal coordinates were scaled from a topographic map and have FX0972.an estimated accuracy of +/- 6 seconds. FX0972 FX0972.The orthometric height was determined by differential leveling FX0972.and adjusted by the National Geodetic Survey in June 1991. FX0972 FX0972.The geoid height was determined by GEOID99. FX0972 FX0972.The dynamic height is computed by dividing the NAVD 88 FX0972.geopotential number by the normal gravity value computed on the FX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0972.degrees latitude (g = 980.6199 gals.). FX0972 FX0972.The modeled gravity was interpolated from observed gravity values. FX0972 FX0972; North East Units Estimated Accuracy FX0972;SPC VA S - 1,073,710. 3,667,290. MT (+/- 180 meters Scaled) FX0972 FX0972 SUPERSEDED SURVEY CONTROL FX0972 FX0972 NGVD 29 - 2.641 (m) 8.66 (f) ADJ UNCH 1 1 FX0972 FX0972.Superseded values are not recommended for survey control. FX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0972.See file dsdata.txt to determine how the superseded data were derived. FX0972 FX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF557941(NAD 83) FX0972_MARKER: DB = BENCH MARK DISK FX0972_SETTING: 36 = BRIDGE FX0972_STAMPING: E 281 1942 FX0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0972 FX0972 HISTORY - Date Condition Report By FX0972 HISTORY - 1942 MONUMENTED CGS FX0972 HISTORY - 1971 GOOD NGS FX0972 HISTORY - 20010331 MARK NOT FOUND NGS FX0972 FX0972 STATION DESCRIPTION FX0972 FX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0972'0.6 MI E FROM SMITHFIELD. FX0972'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 258 AND STATE HIGHWAY 10 FX0972'FROM THE JUNCTION OF THE ABOVE HIGHWAYS AT SMITHFIELD, AT THE FX0972'BRIDGE OVER CYPRESS CREEK, SET IN THE CONCRETE BASE FOR THE FX0972'SOUTH CONCRETE GUARD RAIL OF THE BRIDGE, 119 FEET WEST OF THE FX0972'EAST END OF THE BRIDGE, 12 1/2 FEET SOUTH OF THE CENTER LINE FX0972'OF THE HIGHWAY, 10 FEET EAST OF THE EAST END OF THE LIFT SPAN FX0972'OF THE BRIDGE AND 0.8 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR. FX0972 FX0972 STATION RECOVERY (2001) FX0972 FX0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0971 *********************************************************************** FX0971 DESIGNATION - F 281 FX0971 PID - FX0971 FX0971 STATE/COUNTY- VA/ISLE OF WIGHT FX0971 USGS QUAD - BENNS CHURCH (1986) FX0971 FX0971 *CURRENT SURVEY CONTROL FX0971 ___________________________________________________________________ FX0971* NAD 83(1986)- 36 58 25. (N) 076 36 36. (W) SCALED FX0971* NAVD 88 - 12.732 (meters) 41.77 (feet) ADJUSTED FX0971 ___________________________________________________________________ FX0971 GEOID HEIGHT- -35.96 (meters) GEOID99 FX0971 DYNAMIC HT - 12.722 (meters) 41.74 (feet) COMP FX0971 MODELED GRAV- 979,884.5 (mgal) NAVD 88 FX0971 FX0971 VERT ORDER - FIRST CLASS I FX0971 FX0971.The horizontal coordinates were scaled from a topographic map and have FX0971.an estimated accuracy of +/- 6 seconds. FX0971 FX0971.The orthometric height was determined by differential leveling FX0971.and adjusted by the National Geodetic Survey in June 1991. FX0971 FX0971.The geoid height was determined by GEOID99. FX0971 FX0971.The dynamic height is computed by dividing the NAVD 88 FX0971.geopotential number by the normal gravity value computed on the FX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0971.degrees latitude (g = 980.6199 gals.). FX0971 FX0971.The modeled gravity was interpolated from observed gravity values. FX0971 FX0971; North East Units Estimated Accuracy FX0971;SPC VA S - 1,072,740. 3,668,270. MT (+/- 180 meters Scaled) FX0971 FX0971 SUPERSEDED SURVEY CONTROL FX0971 FX0971 NGVD 29 - 12.967 (m) 42.54 (f) ADJ UNCH 1 1 FX0971 FX0971.Superseded values are not recommended for survey control. FX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0971.See file dsdata.txt to determine how the superseded data were derived. FX0971 FX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF566931(NAD 83) FX0971_MARKER: DB = BENCH MARK DISK FX0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0971_STAMPING: F 281 1942 FX0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0971+STABILITY: SURFACE MOTION FX0971 FX0971 HISTORY - Date Condition Report By FX0971 HISTORY - 1942 MONUMENTED CGS FX0971 HISTORY - 1971 GOOD NGS FX0971 HISTORY - 20010331 MARK NOT FOUND NGS FX0971 FX0971 STATION DESCRIPTION FX0971 FX0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0971'1.6 MI SE FROM SMITHFIELD. FX0971'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 10 AND U.S. FX0971'HIGHWAY 258 FROM THE JUNCTION OF THE HIGHWAYS AT SMITHFIELD, FX0971'0.5 MILE NORTH OF THE SMITHFIELD ASSEMBLY OF GOD CHURCH, AT THE FX0971'JUNCTION OF COUNTY ROAD NO. 704 LEADING EASTERLY, 60 FEET NORTH FX0971'OF THE CENTER LINE OF THE COUNTY ROAD (BATTERY PARK ROAD), 23 FX0971'FEET EAST OF THE CENTER LINE OF THE HIGHWAYS, 38 FEET SOUTH OF FX0971'THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO THE BANK OF FX0971'SMITHFIELD, 8.8 FEET SOUTH OF THE SOUTH END OF AN 18-INCH PIPE FX0971'CULVERT UNDER THE DRIVEWAY TO BANK, 7 1/2 FEET SOUTHWEST OF CABLE FX0971'LINE POLE NO. 39, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND THE FX0971'LAWN FOR THE BANK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH FX0971'THE GROUND. NOTE-- MARK MAY BE COVERED WITH DIRT DUE TO ITS FX0971'LOCATION. MARK IS AT THE EAST EDGE OF A 2-FOOT DEEP DITCH. FX0971 FX0971 STATION RECOVERY (2001) FX0971 FX0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0969 *********************************************************************** FX0969 DESIGNATION - G 281 FX0969 PID - FX0969 FX0969 STATE/COUNTY- VA/ISLE OF WIGHT FX0969 USGS QUAD - BENNS CHURCH (1986) FX0969 FX0969 *CURRENT SURVEY CONTROL FX0969 ___________________________________________________________________ FX0969* NAD 83(1986)- 36 57 23. (N) 076 36 07. (W) SCALED FX0969* NAVD 88 - 13.905 (meters) 45.62 (feet) POSTED FX0969 ___________________________________________________________________ FX0969 GEOID HEIGHT- -36.03 (meters) GEOID99 FX0969 DYNAMIC HT - 13.890 (meters) 45.57 (feet) COMP FX0969 MODELED GRAV- 979,879.2 (mgal) NAVD 88 FX0969 FX0969 VERT ORDER - * POSTED, Code A , SEE BELOW FX0969 FX0969.The horizontal coordinates were scaled from a topographic map and have FX0969.an estimated accuracy of +/- 6 seconds. FX0969 FX0969.The orthometric height was determined by differential leveling FX0969.and adjusted by the National Geodetic Survey in 1992. FX0969.* This is a POSTED BENCH MARK height. Code A indicates a distribution FX0969.rate of 0.0 thru 1.0 mm/km. FX0969 FX0969.The geoid height was determined by GEOID99. FX0969 FX0969.The dynamic height is computed by dividing the NAVD 88 FX0969.geopotential number by the normal gravity value computed on the FX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0969.degrees latitude (g = 980.6199 gals.). FX0969 FX0969.The modeled gravity was interpolated from observed gravity values. FX0969 FX0969; North East Units Estimated Accuracy FX0969;SPC VA S - 1,070,840. 3,669,030. MT (+/- 180 meters Scaled) FX0969 FX0969 SUPERSEDED SURVEY CONTROL FX0969 FX0969 NGVD 29 - 14.289 (m) 46.88 (f) ADJ UNCH 2 0 FX0969 FX0969.Superseded values are not recommended for survey control. FX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0969.See file dsdata.txt to determine how the superseded data were derived. FX0969 FX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF573912(NAD 83) FX0969_MARKER: DB = BENCH MARK DISK FX0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0969_STAMPING: G 281 1942 FX0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0969+STABILITY: SURFACE MOTION FX0969 FX0969 HISTORY - Date Condition Report By FX0969 HISTORY - 1942 MONUMENTED CGS FX0969 HISTORY - 1960 MARK NOT FOUND NGS FX0969 HISTORY - 1971 MARK NOT FOUND NGS FX0969 HISTORY - 20010331 MARK NOT FOUND NGS FX0969 FX0969 STATION DESCRIPTION FX0969 FX0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 FX0969'1.5 MI NW FROM BENNS CHURCH. FX0969'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE FX0969'AT BENNS CHURCH, ISLE OF WIGHT COUNTY, AT THE JUNCTION OF A FX0969'PRIVATE ROAD LEADING EAST TO A TWO-STORY WHITE FARMHOUSE, 53 FX0969'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF FX0969'THE CENTER LINE OF THE ROAD, 15 FEET SOUTH-SOUTHWEST OF THE FX0969'SOUTH GATEPOST, 4.5 FEET WEST OF A FENCE, AND 0.7 FOOT WEST OF FX0969'A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED G 281 FX0969'1942 AND SET IN THE TOP OF A CONCRETE POST. THE FENCE POST FX0969'AND FENCELINE HAVE BEEN REMOVED. THE OTHER WITNESS POINTS FX0969'WERE INTERSECTED BUT NO MARK. FX0969 FX0969 STATION RECOVERY (1971) FX0969 FX0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FX0969'MARK NOT FOUND. FX0969 FX0969 STATION RECOVERY (2001) FX0969 FX0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0967 *********************************************************************** FX0967 DESIGNATION - H 281 FX0967 PID - FX0967 FX0967 STATE/COUNTY- VA/ISLE OF WIGHT FX0967 USGS QUAD - BENNS CHURCH (1986) FX0967 FX0967 *CURRENT SURVEY CONTROL FX0967 ___________________________________________________________________ FX0967* NAD 83(1986)- 36 56 25. (N) 076 35 15. (W) SCALED FX0967* NAVD 88 - 10.303 (meters) 33.80 (feet) ADJUSTED FX0967 ___________________________________________________________________ FX0967 GEOID HEIGHT- -36.13 (meters) GEOID99 FX0967 DYNAMIC HT - 10.295 (meters) 33.78 (feet) COMP FX0967 MODELED GRAV- 979,872.8 (mgal) NAVD 88 FX0967 FX0967 VERT ORDER - FIRST CLASS I FX0967 FX0967.The horizontal coordinates were scaled from a topographic map and have FX0967.an estimated accuracy of +/- 6 seconds. FX0967 FX0967.The orthometric height was determined by differential leveling FX0967.and adjusted by the National Geodetic Survey in June 1991. FX0967 FX0967.The geoid height was determined by GEOID99. FX0967 FX0967.The dynamic height is computed by dividing the NAVD 88 FX0967.geopotential number by the normal gravity value computed on the FX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0967.degrees latitude (g = 980.6199 gals.). FX0967 FX0967.The modeled gravity was interpolated from observed gravity values. FX0967 FX0967; North East Units Estimated Accuracy FX0967;SPC VA S - 1,069,080. 3,670,350. MT (+/- 180 meters Scaled) FX0967 FX0967 SUPERSEDED SURVEY CONTROL FX0967 FX0967 NGVD 29 - 10.538 (m) 34.57 (f) ADJ UNCH 1 1 FX0967 FX0967.Superseded values are not recommended for survey control. FX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0967.See file dsdata.txt to determine how the superseded data were derived. FX0967 FX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF586894(NAD 83) FX0967_MARKER: DB = BENCH MARK DISK FX0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0967_STAMPING: H 281 1942 FX0967_MARK LOGO: CGS FX0967_MAGNETIC: N = NO MAGNETIC MATERIAL FX0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0967+STABILITY: SURFACE MOTION FX0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0967+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2001 FX0967 FX0967 HISTORY - Date Condition Report By FX0967 HISTORY - 1942 MONUMENTED CGS FX0967 HISTORY - 1971 GOOD NGS FX0967 HISTORY - 20000205 GOOD NGS FX0967 HISTORY - 20010331 GOOD NGS FX0967 HISTORY - 20010805 GOOD USPSQD FX0967 FX0967 STATION DESCRIPTION FX0967 FX0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0967'0.2 MI NW FROM BENNS CHURCH. FX0967'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 10 AND U.S. HIGHWAY FX0967'258 FROM THE JUNCTION OF STATE HIGHWAY 32 AT BENNS CHURCH, FX0967'NEAR THE SOUTHEAST SIDE OF THE MAIN ENTRANCE TO THE ST LUKES FX0967'CEMETERY, 30 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE FX0967'HIGHWAYS, 29 FEET SOUTH OF THE CENTER LINE OF THE SOUTHEAST FX0967'ENTRANCE TO THE CEMETERY, 12 FEET NORTH OF A CABLE LINE POLE, FX0967'1.6 FEET NORTHWEST OF THE NORTHWEST FACE OF A BRICK WALL ALONG FX0967'THE SOUTHEAST SIDE OF ENTRANCE TO THE CEMETERY, ABOUT LEVEL WITH FX0967'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING FX0967'3 INCHES ABOVE THE LEVEL OF THE GROUND. FX0967 FX0967 STATION RECOVERY (2000) FX0967 FX0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM) FX0967'THE STATION IS LOCATED IN BENNS CHURCH ABOUT 0.24 KM (0.15 MI) FX0967'NORTHWEST OF THE JUNCTION OF COMBINED STATE HIGHWAYS 10 AND 32 AND US FX0967'HIGHWAY 258, ON THE SOUTH SIDE OF THE ENTRANCE TO THE ST LUKES FX0967'CEMETERY. OWNERSHIP--VIRGINIA DEPARTMENT OF TRANSPORTATION. TO REACH FX0967'THE STATION FROM THE JUNCTION OF US HIGHWAY 258 AND COMBINED STATE FX0967'HIGHWAYS 10 AND 32 IN BENNS CHURCH, GO NORTH ON COMBINED HIGHWAYS 10 FX0967'AND 32 FOR 0.24 KM (0.15 MI) TO THE ENTRANCE OF ST LUKES CEMETERY AND FX0967'THE STATION ON THE RIGHT ABOUT 6.1 M (20.0 FT) SOUTHWEST OF THE SOUTH FX0967'BRICK ENTRANCE PILLAR. THE STATION IS AN NGS BENCH MARK DISK SET IN FX0967'THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 10 CM ABOVE THE FX0967'GROUND, LOCATED 18.29 M (60.01 FT) EAST OF THE CENTER OF THE NORTH FX0967'BOUDND LANE OF THE HIGHWAY, 8.99 M (29.49 FT) EAST OF THE SOUTH END OF FX0967'A CONCRETE PIPE CULVERT UNDER THE CEMETERY ENTRANCE, 6.77 M (22.21 FT) FX0967'SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH BRICK ENTRANCE PILLAR FX0967'OF THE CEMETERY 5.19 M (17.03 FT) SOUTH OF THE SOUTH EDGE OF THE FX0967'ENTRANCE DRIVE OF THE CEMETERY AND 0.49 M (1.61 FT) NORTHWEST OF THE FX0967'NORTHWEST FACE OF THE OF THE BRICK WALL OF THE CEMETERY. FX0967 FX0967 STATION RECOVERY (2001) FX0967 FX0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. FX0967 FX0967 STATION RECOVERY (2001) FX0967 FX0967'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX0967'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0903 *********************************************************************** FX0903 DESIGNATION - PTS 1 C FX0903 PID - FX0903 FX0903 STATE/COUNTY- VA/ISLE OF WIGHT FX0903 USGS QUAD - BENNS CHURCH (1986) FX0903 FX0903 *CURRENT SURVEY CONTROL FX0903 ___________________________________________________________________ FX0903* NAD 83(1986)- 36 56 16. (N) 076 35 10. (W) SCALED FX0903* NAVD 88 - 12.697 (meters) 41.66 (feet) ADJUSTED FX0903 ___________________________________________________________________ FX0903 GEOID HEIGHT- -36.14 (meters) GEOID99 FX0903 DYNAMIC HT - 12.688 (meters) 41.63 (feet) COMP FX0903 MODELED GRAV- 979,871.7 (mgal) NAVD 88 FX0903 FX0903 VERT ORDER - FIRST CLASS I FX0903 FX0903.The horizontal coordinates were scaled from a topographic map and have FX0903.an estimated accuracy of +/- 6 seconds. FX0903 FX0903.The orthometric height was determined by differential leveling FX0903.and adjusted by the National Geodetic Survey in June 1991. FX0903 FX0903.The geoid height was determined by GEOID99. FX0903 FX0903.The dynamic height is computed by dividing the NAVD 88 FX0903.geopotential number by the normal gravity value computed on the FX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0903.degrees latitude (g = 980.6199 gals.). FX0903 FX0903.The modeled gravity was interpolated from observed gravity values. FX0903 FX0903; North East Units Estimated Accuracy FX0903;SPC VA S - 1,068,810. 3,670,480. MT (+/- 180 meters Scaled) FX0903 FX0903 SUPERSEDED SURVEY CONTROL FX0903 FX0903 NGVD 29 - 12.933 (m) 42.43 (f) ADJ UNCH 1 1 FX0903 FX0903.Superseded values are not recommended for survey control. FX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0903.See file dsdata.txt to determine how the superseded data were derived. FX0903 FX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83) FX0903_MARKER: P = PIPE CAP FX0903_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FX0903_STAMPING: PRIM TRAV STA 1 C 1918 43 FX0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX0903+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2001 FX0903 FX0903 HISTORY - Date Condition Report By FX0903 HISTORY - 1918 MONUMENTED USGS FX0903 HISTORY - 1971 GOOD NGS FX0903 HISTORY - 1972 GOOD NGS FX0903 HISTORY - 20010331 GOOD NGS FX0903 HISTORY - 20010805 GOOD USPSQD FX0903 FX0903 STATION DESCRIPTION FX0903 FX0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0903'AT BENNS CHURCH. FX0903'AT BENNS CHURCH, AT THE JUNCTION OF U.S. HIGHWAY 258 AND STATE FX0903'HIGHWAYS 10 AND 32, NEAR THE NORTHWEST CORNER OF THE BENNS CHURCH FX0903'LAWN, 152.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, FX0903'114 FEET EAST OF THE CENTER LINE OF STATE HIGHWAYS 10 AND 32, 85 FX0903'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 258 AND STATE FX0903'HIGHWAY 32, 101 FEET SOUTHEAST OF AND ACROSS U.S. HIGHWAY 258 FX0903'FROM BENCH MARK C 27 DESCRIBED, 1 FOOT WEST OF A METAL WITNESS FX0903'POST, A USGS CAP ON PIPE PROJECTING 12 INCHES ABOVE THE LEVEL OF FX0903'THE GROUND. FX0903 FX0903 STATION RECOVERY (1972) FX0903 FX0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 FX0903'RECOVERED IN GOOD CONDITION. FX0903 FX0903 STATION RECOVERY (2001) FX0903 FX0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. FX0903 FX0903 STATION RECOVERY (2001) FX0903 FX0903'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) FX0903'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0907 *********************************************************************** FX0907 DESIGNATION - X 322 FX0907 PID - FX0907 FX0907 STATE/COUNTY- VA/ISLE OF WIGHT FX0907 USGS QUAD - BENNS CHURCH (1986) FX0907 FX0907 *CURRENT SURVEY CONTROL FX0907 ___________________________________________________________________ FX0907* NAD 83(1986)- 36 56 29. (N) 076 34 03. (W) SCALED FX0907* NAVD 88 - 7.556 (meters) 24.79 (feet) ADJUSTED FX0907 ___________________________________________________________________ FX0907 GEOID HEIGHT- -36.20 (meters) GEOID99 FX0907 DYNAMIC HT - 7.550 (meters) 24.77 (feet) COMP FX0907 MODELED GRAV- 979,871.0 (mgal) NAVD 88 FX0907 FX0907 VERT ORDER - FIRST CLASS I FX0907 FX0907.The horizontal coordinates were scaled from a topographic map and have FX0907.an estimated accuracy of +/- 6 seconds. FX0907 FX0907.The orthometric height was determined by differential leveling FX0907.and adjusted by the National Geodetic Survey in June 1991. FX0907 FX0907.The geoid height was determined by GEOID99. FX0907 FX0907.The dynamic height is computed by dividing the NAVD 88 FX0907.geopotential number by the normal gravity value computed on the FX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0907.degrees latitude (g = 980.6199 gals.). FX0907 FX0907.The modeled gravity was interpolated from observed gravity values. FX0907 FX0907; North East Units Estimated Accuracy FX0907;SPC VA S - 1,069,240. 3,672,130. MT (+/- 180 meters Scaled) FX0907 FX0907 SUPERSEDED SURVEY CONTROL FX0907 FX0907 NGVD 29 - 7.793 (m) 25.57 (f) ADJ UNCH 1 1 FX0907 FX0907.Superseded values are not recommended for survey control. FX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0907.See file dsdata.txt to determine how the superseded data were derived. FX0907 FX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF604895(NAD 83) FX0907_MARKER: DB = BENCH MARK DISK FX0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0907_STAMPING: X 322 1953 FX0907_MARK LOGO: CGS FX0907_MAGNETIC: N = NO MAGNETIC MATERIAL FX0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0907+STABILITY: SURFACE MOTION FX0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX0907+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001 FX0907 FX0907 HISTORY - Date Condition Report By FX0907 HISTORY - 1953 MONUMENTED CGS FX0907 HISTORY - 1971 GOOD NGS FX0907 HISTORY - 20010116 GOOD NGS FX0907 HISTORY - 20010331 MARK NOT FOUND NGS FX0907 FX0907 STATION DESCRIPTION FX0907 FX0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0907'1 MI E FROM BENNS CHURCH. FX0907'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 258 AND STATE HIGHWAY 32 FX0907'FROM THE JUNCTION OF STATE HIGHWAY 10 AT BENNS CHURCH, ABOUT 1.65 FX0907'MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 17, 0.25 MILE EAST OF FX0907'THE JUNCTION OF COUNTY ROAD NO. 665 LEADING NORTHEAST, 73.4 FEET FX0907'SOUTH OF THE SOUTHWEST CORNER OF A ONE STORY BRICK RESIDENCE, 67 FX0907'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE FX0907'NO. 21, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET FX0907'EAST OF THE CENTER LINE OF A DRIVEWAY, 11 FEET WEST OF A 20-INCH FX0907'PINE TREE, 3 FEET SOUTH OF A FENCE LINE ALONG THE SOUTH SIDE OF A FX0907'LAWN, 7 FEET SOUTHEAST OF CABLE LINE POLE NO. 37, ABOUT LEVEL WITH FX0907'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE FX0907'GROUND. FX0907 FX0907 STATION RECOVERY (2001) FX0907 FX0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS) FX0907'1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE FX0907'IN CARROLLTON, THENCE 2.8 KM (1.75 MI) WESTERLY ALONG U.S. HIGHWAY FX0907'258, 22.4 M (73.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 12.3 M FX0907'(40.4 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER JC06 A1-44 WITH A GUY FX0907'CABLE, 8.0 M (26.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES FX0907'OF THE HIGHWAY, 3.4 M (11.2 FT) WEST OF A 24-INCH PINE TREE, 2.9 M FX0907'(9.5 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.2 M (0.7 FT) SOUTH OF THE FX0907'SOUTHWEST CORNER OF A BRICK PILLAR, AND THE MONUMENT PROJECTS 0.02 M FX0907'(0.07 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS ON THE FX0907'HIGHWAY RIGHT-OF-WAY. FX0907 FX0907 STATION RECOVERY (2001) FX0907 FX0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0968 *********************************************************************** FX0968 DESIGNATION - Y 452 FX0968 PID - FX0968 FX0968 STATE/COUNTY- VA/ISLE OF WIGHT FX0968 USGS QUAD - BENNS CHURCH (1986) FX0968 FX0968 *CURRENT SURVEY CONTROL FX0968 ___________________________________________________________________ FX0968* NAD 83(1986)- 36 57 09. (N) 076 35 58. (W) SCALED FX0968* NAVD 88 - 15.467 (meters) 50.74 (feet) ADJUSTED FX0968 ___________________________________________________________________ FX0968 GEOID HEIGHT- -36.05 (meters) GEOID99 FX0968 DYNAMIC HT - 15.456 (meters) 50.71 (feet) COMP FX0968 MODELED GRAV- 979,877.8 (mgal) NAVD 88 FX0968 FX0968 VERT ORDER - FIRST CLASS I FX0968 FX0968.The horizontal coordinates were scaled from a topographic map and have FX0968.an estimated accuracy of +/- 6 seconds. FX0968 FX0968.The orthometric height was determined by differential leveling FX0968.and adjusted by the National Geodetic Survey in June 1991. FX0968 FX0968.The geoid height was determined by GEOID99. FX0968 FX0968.The dynamic height is computed by dividing the NAVD 88 FX0968.geopotential number by the normal gravity value computed on the FX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0968.degrees latitude (g = 980.6199 gals.). FX0968 FX0968.The modeled gravity was interpolated from observed gravity values. FX0968 FX0968; North East Units Estimated Accuracy FX0968;SPC VA S - 1,070,420. 3,669,260. MT (+/- 180 meters Scaled) FX0968 FX0968 SUPERSEDED SURVEY CONTROL FX0968 FX0968 NGVD 29 - 15.703 (m) 51.52 (f) ADJ UNCH 1 1 FX0968 FX0968.Superseded values are not recommended for survey control. FX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0968.See file dsdata.txt to determine how the superseded data were derived. FX0968 FX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF575907(NAD 83) FX0968_MARKER: DB = BENCH MARK DISK FX0968_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FX0968_STAMPING: Y 452 1971 FX0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0968 FX0968 HISTORY - Date Condition Report By FX0968 HISTORY - 1971 MONUMENTED NGS FX0968 HISTORY - 20010331 GOOD NGS FX0968 FX0968 STATION DESCRIPTION FX0968 FX0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0968'1.2 MI NW FROM BENNS CHURCH. FX0968'ABOUT 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 258 AND STATE FX0968'HIGHWAY 10 FROM THE JUNCTION OF STATE HIGHWAY 32 AT BENNS CHURCH, FX0968'1.05 MILES SOUTHEAST OF THE SMITHFIELD ASSEMBLY OF GOD CHURCH, FX0968'NEAR THE JUNCTION OF A FARM ROAD LEADING WEST, 132 FEET SOUTHEAST FX0968'OF THE CENTER LINE OF THE FARM ROAD, 30 FEET SOUTHWEST OF THE FX0968'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF CABLE LINE POLE FX0968'NO. 309, 0.2 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROAD FX0968'NO. 644 LEADING SOUTHWEST, 2 FEET SOUTHEAST OF A METAL WITNESS FX0968'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, ON THE TOP OF A FX0968'4-FOOT COPPER COATED STEEL ROD WHICH IS ATTACHED TO A METAL FX0968'PLATE, FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH METAL FX0968'PIPE WHICH IS FLUSH WITH THE GROUND. FX0968 FX0968 STATION RECOVERY (2001) FX0968 FX0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 FX0970 *********************************************************************** FX0970 DESIGNATION - Z 452 FX0970 PID - FX0970 FX0970 STATE/COUNTY- VA/ISLE OF WIGHT FX0970 USGS QUAD - BENNS CHURCH (1986) FX0970 FX0970 *CURRENT SURVEY CONTROL FX0970 ___________________________________________________________________ FX0970* NAD 83(1986)- 36 57 59. (N) 076 36 26. (W) SCALED FX0970* NAVD 88 - 12.567 (meters) 41.23 (feet) ADJUSTED FX0970 ___________________________________________________________________ FX0970 GEOID HEIGHT- -35.99 (meters) GEOID99 FX0970 DYNAMIC HT - 12.558 (meters) 41.20 (feet) COMP FX0970 MODELED GRAV- 979,882.4 (mgal) NAVD 88 FX0970 FX0970 VERT ORDER - FIRST CLASS I FX0970 FX0970.The horizontal coordinates were scaled from a topographic map and have FX0970.an estimated accuracy of +/- 6 seconds. FX0970 FX0970.The orthometric height was determined by differential leveling FX0970.and adjusted by the National Geodetic Survey in June 1991. FX0970 FX0970.The geoid height was determined by GEOID99. FX0970 FX0970.The dynamic height is computed by dividing the NAVD 88 FX0970.geopotential number by the normal gravity value computed on the FX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0970.degrees latitude (g = 980.6199 gals.). FX0970 FX0970.The modeled gravity was interpolated from observed gravity values. FX0970 FX0970; North East Units Estimated Accuracy FX0970;SPC VA S - 1,071,940. 3,668,540. MT (+/- 180 meters Scaled) FX0970 FX0970 SUPERSEDED SURVEY CONTROL FX0970 FX0970 NGVD 29 - 12.803 (m) 42.00 (f) ADJ UNCH 1 1 FX0970 FX0970.Superseded values are not recommended for survey control. FX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0970.See file dsdata.txt to determine how the superseded data were derived. FX0970 FX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF569923(NAD 83) FX0970_MARKER: DB = BENCH MARK DISK FX0970_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FX0970_STAMPING: Z 452 1971 FX0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0970 FX0970 HISTORY - Date Condition Report By FX0970 HISTORY - 1971 MONUMENTED NGS FX0970 HISTORY - 20010331 POOR NGS FX0970 FX0970 STATION DESCRIPTION FX0970 FX0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0970'2.3 MI NW FROM BENNS CHURCH. FX0970'ABOUT 2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 258 AND STATE HIGHWAY FX0970'10 FROM THE JUNCTION OF STATE HIGHWAY 32 AT BENNS CHURCH, ABOUT FX0970'1.45 MILES SOUTHEAST OF THE HIGHWAY BRIDGE OVER CYPRESS CREEK FX0970'AT SMITHFIELD, AT THE JUNCTION OF COUNTY ROAD NO. 1127 (HEPINSTALL FX0970'AVENUE) LEADING WESTERLY, NEAR THE NORTHWEST CORNER OF THE LAWN FX0970'OF THE SMITHFIELD ASSEMBLY OF GOD CHURCH, 348 FEET WEST OF THE FX0970'CENTER LINE OF THE HIGHWAYS, 197 FEET NORTHWEST OF THE NORTHWEST FX0970'CORNER OF THE MAIN CHURCH BUILDING, 44 FEET SOUTH OF THE CENTER FX0970'LINE OF THE COUNTY ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST, FX0970'1 FOOT ABOVE THE LEVEL OF THE COUNTY ROAD, AND IS A DISK ON THE FX0970'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND FX0970'PROTECTED BY A 4 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND. FX0970'THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET. NOTE-- MARK MAY BE FX0970'REACHED BY GOING 2.05 MILES SOUTHEAST ALONG THE HIGHWAYS FROM FX0970'THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 258 AT FX0970'SMITHFIELD. FX0970 FX0970 STATION RECOVERY (2001) FX0970 FX0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0970'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.