1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JW0256 *********************************************************************** JW0256 DESIGNATION - N 257 JW0256 PID - JW0256 JW0256 STATE/COUNTY- VA/CLARKE JW0256 USGS QUAD - BOYCE (1978) JW0256 JW0256 *CURRENT SURVEY CONTROL JW0256 ___________________________________________________________________ JW0256* NAD 83(1986)- 39 05 20. (N) 078 03 50. (W) SCALED JW0256* NAVD 88 - 169.381 (meters) 555.71 (feet) ADJUSTED JW0256 ___________________________________________________________________ JW0256 GEOID HEIGHT- -33.63 (meters) GEOID03 JW0256 DYNAMIC HT - 169.274 (meters) 555.36 (feet) COMP JW0256 MODELED GRAV- 979,993.0 (mgal) NAVD 88 JW0256 JW0256 VERT ORDER - SECOND CLASS 0 JW0256 JW0256.The horizontal coordinates were scaled from a topographic map and have JW0256.an estimated accuracy of +/- 6 seconds. JW0256 JW0256.The orthometric height was determined by differential leveling JW0256.and adjusted by the National Geodetic Survey in June 1991. JW0256 JW0256.The geoid height was determined by GEOID03. JW0256 JW0256.The dynamic height is computed by dividing the NAVD 88 JW0256.geopotential number by the normal gravity value computed on the JW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JW0256.degrees latitude (g = 980.6199 gals.). JW0256 JW0256.The modeled gravity was interpolated from observed gravity values. JW0256 JW0256; North East Units Estimated Accuracy JW0256;SPC VA N - 2,157,960. 3,537,730. MT (+/- 180 meters Scaled) JW0256 JW0256 SUPERSEDED SURVEY CONTROL JW0256 JW0256 NGVD 29 (??/??/92) 169.574 (m) 556.34 (f) ADJ UNCH 2 0 JW0256 JW0256.Superseded values are not recommended for survey control. JW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0256.See file dsdata.txt to determine how the superseded data were derived. JW0256 JW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD539307(NAD 83) JW0256_MARKER: DB = BENCH MARK DISK JW0256_SETTING: 66 = SET IN ROCK OUTCROP JW0256_SP_SET: OUTCROP JW0256_STAMPING: N 257 1942 JW0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JW0256+STABILITY: POSITION/ELEVATION WELL JW0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JW0256+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 JW0256 JW0256 HISTORY - Date Condition Report By JW0256 HISTORY - 1942 MONUMENTED CGS JW0256 HISTORY - 20050529 GOOD GEOCAC JW0256 JW0256 STATION DESCRIPTION JW0256 JW0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 JW0256'3.4 MI NE FROM WHITE POST. JW0256'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE INTERSECTION OF JW0256'THE LEE-JACKSON MEMORIAL HIGHWAY AT BOYCE, CLARKE COUNTY, 3.4 JW0256'MILES NORTHEAST OF THE POST OFFICE AT WHITE POST, 38.9 FEET SOUTH JW0256'OF A GATEPOST, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE JW0256'HIGHWAY, 32.7 FEET SOUTHWEST OF THE CORNER OF A TWO-STORY STUCCO JW0256'HOUSE, 18.5 FEET SOUTHEAST OF THE YARD FENCE, IN THE YARD, AND JW0256'IN THE TOP OF A ROCK OUTCROP. JW0256 JW0256 STATION RECOVERY (2005) JW0256 JW0256'RECOVERY NOTE BY GEOCACHING 2005 (LWB) JW0256'MARK FOUND IN GOOD CONDITION. DESCRIPTION IS STILL GOOD, WITH MINOR JW0256'UPDATES. STATE HIGHWAY 12 IS NOW ROUTE 340. NEAR THE LOCATION OF THE JW0256'MARK THE OLD STATE HIGHWAY 12 IS IMMEDIATELY ADJACENT TO ROUTE 340 TO JW0256'MAINTAIN ACCESS TO THE HOUSES WHEN THE ROAD WAS MOVED TO THE NORTH. JW0256'THE STUCCO HOUSE IS THE LAST HOUSE ALONG THE SECTION OF OLD ROAD. JW0256'MARK IS IN THE SIDE YARD, OWNER KNOWS THE LOCATION OF THE MARK AND JW0256'POINTED IT OUT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JW0249 *********************************************************************** JW0249 DESIGNATION - N 27 JW0249 PID - JW0249 JW0249 STATE/COUNTY- VA/CLARKE JW0249 USGS QUAD - BOYCE (1978) JW0249 JW0249 *CURRENT SURVEY CONTROL JW0249 ___________________________________________________________________ JW0249* NAD 83(1986)- 39 04 03. (N) 078 02 15. (W) SCALED JW0249* NAVD 88 - 150.799 (meters) 494.75 (feet) ADJUSTED JW0249 ___________________________________________________________________ JW0249 GEOID HEIGHT- -33.55 (meters) GEOID03 JW0249 DYNAMIC HT - 150.705 (meters) 494.44 (feet) COMP JW0249 MODELED GRAV- 979,998.6 (mgal) NAVD 88 JW0249 JW0249 VERT ORDER - SECOND CLASS 0 JW0249 JW0249.The horizontal coordinates were scaled from a topographic map and have JW0249.an estimated accuracy of +/- 6 seconds. JW0249 JW0249.The orthometric height was determined by differential leveling JW0249.and adjusted by the National Geodetic Survey in June 1991. JW0249 JW0249.The geoid height was determined by GEOID03. JW0249 JW0249.The dynamic height is computed by dividing the NAVD 88 JW0249.geopotential number by the normal gravity value computed on the JW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JW0249.degrees latitude (g = 980.6199 gals.). JW0249 JW0249.The modeled gravity was interpolated from observed gravity values. JW0249 JW0249; North East Units Estimated Accuracy JW0249;SPC VA N - 2,155,600. 3,540,030. MT (+/- 180 meters Scaled) JW0249 JW0249 SUPERSEDED SURVEY CONTROL JW0249 JW0249 NGVD 29 (??/??/92) 150.994 (m) 495.39 (f) ADJ UNCH 2 0 JW0249 JW0249.Superseded values are not recommended for survey control. JW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0249.See file dsdata.txt to determine how the superseded data were derived. JW0249 JW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD563284(NAD 83) JW0249_MARKER: DD = SURVEY DISK JW0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE JW0249_SP_SET: BRIDGE JW0249_STAMPING: N 27 1929 JW0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JW0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JW0249+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 JW0249 JW0249 HISTORY - Date Condition Report By JW0249 HISTORY - 1929 MONUMENTED USGS JW0249 HISTORY - 1942 GOOD NGS JW0249 HISTORY - 20050529 GOOD GEOCAC JW0249 JW0249 STATION DESCRIPTION JW0249 JW0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 JW0249'AT MILLWOOD. JW0249'AT MILLWOOD, CLARKE COUNTY, 0.1 MILE SOUTH ALONG THE LEE-JACKSON JW0249'MEMORIAL HIGHWAY FROM THE POST OFFICE, AT THE SOUTH EDGE OF JW0249'TOWN, AT A CONCRETE BRIDGE OVER SPOUT RUN, IN THE TOP OF THE JW0249'EAST CURBING AT THE SOUTH CORNER OF THE BRIDGE, AND 12 FEET JW0249'EAST OF THE CENTERLINE OF THE HIGHWAY. JW0249 JW0249 STATION RECOVERY (2005) JW0249 JW0249'RECOVERY NOTE BY GEOCACHING 2005 (LWB) JW0249'FOUND AS DESCRIBED. MARK PARTIALLY HIDDEN BY NEW STEEL GUARD RAIL JW0249'INSTALLED ON BRIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 JW0248 *********************************************************************** JW0248 DESIGNATION - Y 254 JW0248 PID - JW0248 JW0248 STATE/COUNTY- VA/CLARKE JW0248 USGS QUAD - BOYCE (1978) JW0248 JW0248 *CURRENT SURVEY CONTROL JW0248 ___________________________________________________________________ JW0248* NAD 83(1986)- 39 04 42. (N) 078 02 41. (W) SCALED JW0248* NAVD 88 - 158.511 (meters) 520.05 (feet) ADJUSTED JW0248 ___________________________________________________________________ JW0248 GEOID HEIGHT- -33.58 (meters) GEOID03 JW0248 DYNAMIC HT - 158.411 (meters) 519.72 (feet) COMP JW0248 MODELED GRAV- 979,997.0 (mgal) NAVD 88 JW0248 JW0248 VERT ORDER - SECOND CLASS 0 JW0248 JW0248.The horizontal coordinates were scaled from a topographic map and have JW0248.an estimated accuracy of +/- 6 seconds. JW0248 JW0248.The orthometric height was determined by differential leveling JW0248.and adjusted by the National Geodetic Survey in June 1991. JW0248 JW0248.The geoid height was determined by GEOID03. JW0248 JW0248.The dynamic height is computed by dividing the NAVD 88 JW0248.geopotential number by the normal gravity value computed on the JW0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JW0248.degrees latitude (g = 980.6199 gals.). JW0248 JW0248.The modeled gravity was interpolated from observed gravity values. JW0248 JW0248; North East Units Estimated Accuracy JW0248;SPC VA N - 2,156,800. 3,539,400. MT (+/- 180 meters Scaled) JW0248 JW0248 SUPERSEDED SURVEY CONTROL JW0248 JW0248 NGVD 29 (??/??/92) 158.705 (m) 520.68 (f) ADJ UNCH 2 0 JW0248 JW0248.Superseded values are not recommended for survey control. JW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0248.See file dsdata.txt to determine how the superseded data were derived. JW0248 JW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD556296(NAD 83) JW0248_MARKER: DB = BENCH MARK DISK JW0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE JW0248_SP_SET: BRIDGE JW0248_STAMPING: Y 254 1942 JW0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JW0248 JW0248 HISTORY - Date Condition Report By JW0248 HISTORY - 1942 MONUMENTED CGS JW0248 HISTORY - 20050529 MARK NOT FOUND GEOCAC JW0248 JW0248 STATION DESCRIPTION JW0248 JW0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 JW0248'0.8 MI NW FROM MILLWOOD. JW0248'0.8 MILE NORTHWEST ALONG THE LEE-JACKSON MEMORIAL HIGHWAY FROM JW0248'THE POST OFFICE AT MILLWOOD, CLARKE COUNTY, 0.15 MILE NORTHWEST JW0248'OF A MILLWOOD SIGN, AT A BRIDGE, IN THE TOP OF THE NORTHWEST JW0248'CORNER OF THE NORTHWEST WING WALL, 14.5 FEET NORTHEAST OF THE JW0248'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE JW0248'HIGHWAY. JW0248 JW0248 STATION RECOVERY (2005) JW0248 JW0248'RECOVERY NOTE BY GEOCACHING 2005 (LWB) JW0248'FOUND A BRIDGE AT THE LOCATION DESCRIBED. WING WALL APPEARS TO BE JW0248'CRUMBLING, MARK NOT FOUND.