1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HW0480 *********************************************************************** HW0480 DESIGNATION - E 106 HW0480 PID - HW0480 HW0480 STATE/COUNTY- VA/ALBEMARLE HW0480 USGS QUAD - KESWICK (1984) HW0480 HW0480 *CURRENT SURVEY CONTROL HW0480 ___________________________________________________________________ HW0480* NAD 83(1986)- 38 02 29. (N) 078 20 03. (W) SCALED HW0480* NAVD 88 - 131.319 (meters) 430.84 (feet) ADJUSTED HW0480 ___________________________________________________________________ HW0480 GEOID HEIGHT- -32.49 (meters) GEOID03 HW0480 DYNAMIC HT - 131.230 (meters) 430.54 (feet) COMP HW0480 MODELED GRAV- 979,949.1 (mgal) NAVD 88 HW0480 HW0480 VERT ORDER - SECOND CLASS 0 HW0480 HW0480.The horizontal coordinates were scaled from a topographic map and have HW0480.an estimated accuracy of +/- 6 seconds. HW0480 HW0480.The orthometric height was determined by differential leveling HW0480.and adjusted by the National Geodetic Survey in June 1991. HW0480 HW0480.The geoid height was determined by GEOID03. HW0480 HW0480.The dynamic height is computed by dividing the NAVD 88 HW0480.geopotential number by the normal gravity value computed on the HW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HW0480.degrees latitude (g = 980.6199 gals.). HW0480 HW0480.The modeled gravity was interpolated from observed gravity values. HW0480 HW0480; North East Units Estimated Accuracy HW0480;SPC VA S - 1,189,570. 3,514,560. MT (+/- 180 meters Scaled) HW0480 HW0480 SUPERSEDED SURVEY CONTROL HW0480 HW0480 NGVD 29 (??/??/92) 131.562 (m) 431.63 (f) ADJ UNCH 2 0 HW0480 HW0480.Superseded values are not recommended for survey control. HW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0480.See file dsdata.txt to determine how the superseded data were derived. HW0480 HW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC339137(NAD 83) HW0480_MARKER: DB = BENCH MARK DISK HW0480_SETTING: 30 = SET IN A LIGHT STRUCTURE HW0480_SP_SET: CULVERT HW0480_STAMPING: E 106 1935 HW0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HW0480 HW0480 HISTORY - Date Condition Report By HW0480 HISTORY - 1935 MONUMENTED CGS HW0480 HISTORY - 1963 GOOD NGS HW0480 HISTORY - 20050618 MARK NOT FOUND GEOCAC HW0480 HW0480 STATION DESCRIPTION HW0480 HW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 HW0480'1.7 MI SW FROM CISMONT. HW0480'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION HW0480'OF SECONDARY STATE HIGHWAY 600 AT CISMONT, ALBEMARLE COUNTY, AT HW0480'A CULVERT, AND IN THE TOP OF THE NORTHEAST WING WALL. A STANDARD HW0480'DISK, STAMPED E 106 1935. HW0480 HW0480 STATION RECOVERY (2005) HW0480 HW0480'RECOVERY NOTE BY GEOCACHING 2005 (APC) HW0480'CULVERT DESCRIBED IS APPARENTLY STRUCTURE 1077, WHICH WAS WIDENED IN HW0480'1979. STATION DISK WAS DESCIBED IN 1963 AS BEING ON TOP OF THE HW0480'NORTHEAST WING WALL, BUT NO WING WALLS WERE OBSERVED ON THE WIDENED HW0480'STRUCTURE. HW0480' HW0480'HANDHELD GPS COORDINATES N38 02 29.0, W078 20 03.6 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HW0481 *********************************************************************** HW0481 DESIGNATION - F 106 HW0481 PID - HW0481 HW0481 STATE/COUNTY- VA/ALBEMARLE HW0481 USGS QUAD - KESWICK (1984) HW0481 HW0481 *CURRENT SURVEY CONTROL HW0481 ___________________________________________________________________ HW0481* NAD 83(1986)- 38 03 19. (N) 078 18 40. (W) SCALED HW0481* NAVD 88 - 149.543 (meters) 490.63 (feet) ADJUSTED HW0481 ___________________________________________________________________ HW0481 GEOID HEIGHT- -32.48 (meters) GEOID03 HW0481 DYNAMIC HT - 149.442 (meters) 490.29 (feet) COMP HW0481 MODELED GRAV- 979,946.0 (mgal) NAVD 88 HW0481 HW0481 VERT ORDER - SECOND CLASS 0 HW0481 HW0481.The horizontal coordinates were scaled from a topographic map and have HW0481.an estimated accuracy of +/- 6 seconds. HW0481 HW0481.The orthometric height was determined by differential leveling HW0481.and adjusted by the National Geodetic Survey in June 1991. HW0481 HW0481.The geoid height was determined by GEOID03. HW0481 HW0481.The dynamic height is computed by dividing the NAVD 88 HW0481.geopotential number by the normal gravity value computed on the HW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HW0481.degrees latitude (g = 980.6199 gals.). HW0481 HW0481.The modeled gravity was interpolated from observed gravity values. HW0481 HW0481; North East Units Estimated Accuracy HW0481;SPC VA S - 1,191,120. 3,516,580. MT (+/- 180 meters Scaled) HW0481 HW0481 SUPERSEDED SURVEY CONTROL HW0481 HW0481 NGVD 29 (??/??/92) 149.785 (m) 491.42 (f) ADJ UNCH 2 0 HW0481 HW0481.Superseded values are not recommended for survey control. HW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0481.See file dsdata.txt to determine how the superseded data were derived. HW0481 HW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC359153(NAD 83) HW0481_MARKER: DB = BENCH MARK DISK HW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT HW0481_STAMPING: F 106 1935 HW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW0481+STABILITY: SURFACE MOTION HW0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HW0481+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 HW0481 HW0481 HISTORY - Date Condition Report By HW0481 HISTORY - 1935 MONUMENTED CGS HW0481 HISTORY - 1963 GOOD NGS HW0481 HISTORY - 20050618 GOOD GEOCAC HW0481 HW0481 STATION DESCRIPTION HW0481 HW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 HW0481'AT CISMONT. HW0481'AT CISMONT, ALBEMARLE COUNTY, ON STATE HIGHWAY 22, AT THE HW0481'INTERSECTION OF SECONDARY STATE HIGHWAY 600, 50 FEET NORTH OF HW0481'THE CENTERLINE OF STATE HIGHWAY 22, AND EAST OF THE SECONDARY HW0481'HIGHWAY. A STANDARD DISK, STAMPED F 106 1935 AND SET IN THE TOP HW0481'OF A CONCRETE POST. HW0481 HW0481 STATION RECOVERY (2005) HW0481 HW0481'RECOVERY NOTE BY GEOCACHING 2005 (APC) HW0481'STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF HW0481'STATE HIGHWAYS 600 AND 22 AS DESCRIBED AND ABOUT 10 FEET NORTH OF A HW0481'LARGE OAK TREE, ABOUT 40 INCHES IN DIAMETER. HW0481' HW0481'STATION DISK IS SET IN A 9-INCH SQUARE CONCRETE POST, WHICH PROJECTS HW0481'ABOUT TWO INCHES. HW0481' HW0481'HANDHELD GPS COORDINATES N38 03 19.5, W078 18 40.9 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HW0479 *********************************************************************** HW0479 DESIGNATION - PTS 1 HW0479 PID - HW0479 HW0479 STATE/COUNTY- VA/ALBEMARLE HW0479 USGS QUAD - KESWICK (1984) HW0479 HW0479 *CURRENT SURVEY CONTROL HW0479 ___________________________________________________________________ HW0479* NAD 83(1986)- 38 01 22. (N) 078 21 30. (W) SCALED HW0479* NAVD 88 - 132.156 (meters) 433.58 (feet) ADJUSTED HW0479 ___________________________________________________________________ HW0479 GEOID HEIGHT- -32.48 (meters) GEOID03 HW0479 DYNAMIC HT - 132.067 (meters) 433.29 (feet) COMP HW0479 MODELED GRAV- 979,948.0 (mgal) NAVD 88 HW0479 HW0479 VERT ORDER - SECOND CLASS 0 HW0479 HW0479.The horizontal coordinates were scaled from a topographic map and have HW0479.an estimated accuracy of +/- 6 seconds. HW0479 HW0479.The orthometric height was determined by differential leveling HW0479.and adjusted by the National Geodetic Survey in June 1991. HW0479 HW0479.The geoid height was determined by GEOID03. HW0479 HW0479.The dynamic height is computed by dividing the NAVD 88 HW0479.geopotential number by the normal gravity value computed on the HW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HW0479.degrees latitude (g = 980.6199 gals.). HW0479 HW0479.The modeled gravity was interpolated from observed gravity values. HW0479 HW0479; North East Units Estimated Accuracy HW0479;SPC VA S - 1,187,500. 3,512,440. MT (+/- 180 meters Scaled) HW0479 HW0479 SUPERSEDED SURVEY CONTROL HW0479 HW0479 NGVD 29 (??/??/92) 132.399 (m) 434.38 (f) ADJ UNCH 2 0 HW0479 HW0479.Superseded values are not recommended for survey control. HW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0479.See file dsdata.txt to determine how the superseded data were derived. HW0479 HW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC318116(NAD 83) HW0479_MARKER: DD = SURVEY DISK HW0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE HW0479_SP_SET: FOUNDATION HW0479_STAMPING: PRIM TRAV STA NO 1 HW0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HW0479 HW0479 HISTORY - Date Condition Report By HW0479 HISTORY - UNK MONUMENTED USGS HW0479 HISTORY - 1963 POOR NGS HW0479 HISTORY - 20050618 POOR GEOCAC HW0479 HW0479 STATION DESCRIPTION HW0479 HW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 HW0479'AT KESWICK. HW0479'AT KESWICK, ALBEMARLE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, HW0479'AT THE STATION, IN FRONT OF THE STATION AGENTS WINDOW, IN THE HW0479'FOUNDATION, AND 6 INCHES ABOVE THE LEVEL OF THE WALK. A UNITED HW0479'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO HW0479'1 AND SET VERTICALLY. HW0479 HW0479 STATION RECOVERY (2005) HW0479 HW0479'RECOVERY NOTE BY GEOCACHING 2005 (APC) HW0479'DISK IS GONE, BUT STUB AND OUTLINE IN CONCRETE REMAIN IN DESCRIBED HW0479'LOCATION, ON EAST SIDE OF FORMER STATION BUILDING, ACROSS LAWN AND HW0479'OPPOSITE STOKES OF ENGLAND BLACKSMITHING CO. HW0479' HW0479'BUILDING NO LONGER FUNCTIONS AS A TRAIN STATION, AND THERE ARE NO HW0479'TRACKS ADJACENT. HW0479' HW0479'HANDHELD GPS COORDINATES N38 01 22.1, W078 21 29.6