1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FA1452 *********************************************************************** FA1452 DESIGNATION - A 200 FA1452 PID - FA1452 FA1452 STATE/COUNTY- SC/CHEROKEE FA1452 USGS QUAD - GAFFNEY (1971) FA1452 FA1452 *CURRENT SURVEY CONTROL FA1452 ___________________________________________________________________ FA1452* NAD 83(1986)- 35 04 22. (N) 081 39 02. (W) SCALED FA1452* NAVD 88 - 237.311 (meters) 778.58 (feet) ADJUSTED FA1452 ___________________________________________________________________ FA1452 GEOID HEIGHT- -31.64 (meters) GEOID99 FA1452 DYNAMIC HT - 237.079 (meters) 777.82 (feet) COMP FA1452 MODELED GRAV- 979,650.6 (mgal) NAVD 88 FA1452 FA1452 VERT ORDER - FIRST CLASS II FA1452 FA1452.The horizontal coordinates were scaled from a topographic map and have FA1452.an estimated accuracy of +/- 6 seconds. FA1452 FA1452.The orthometric height was determined by differential leveling FA1452.and adjusted by the National Geodetic Survey in June 1991. FA1452 FA1452.The geoid height was determined by GEOID99. FA1452 FA1452.The dynamic height is computed by dividing the NAVD 88 FA1452.geopotential number by the normal gravity value computed on the FA1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1452.degrees latitude (g = 980.6199 gals.). FA1452 FA1452.The modeled gravity was interpolated from observed gravity values. FA1452 FA1452; North East Units Estimated Accuracy FA1452;SPC SC - 359,460. 550,260. MT (+/- 180 meters Scaled) FA1452 FA1452 SUPERSEDED SURVEY CONTROL FA1452 FA1452.No superseded survey control is available for this station. FA1452 FA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU406813(NAD 83) FA1452_MARKER: I = METAL ROD FA1452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FA1452_STAMPING: A 200 1982 FA1452_MARK LOGO: NGS FA1452_PROJECTION: FLUSH FA1452_MAGNETIC: I = MARKER IS A STEEL ROD FA1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FA1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA1452+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001 FA1452_ROD/PIPE-DEPTH: 9.80 meters FA1452 FA1452 HISTORY - Date Condition Report By FA1452 HISTORY - 1982 MONUMENTED NGS FA1452 HISTORY - 19890913 GOOD SCGS FA1452 HISTORY - 19890913 GOOD SCGS FA1452 HISTORY - 19910529 MARK NOT FOUND USPSQD FA1452 HISTORY - 19970421 MARK NOT FOUND USPSQD FA1452 HISTORY - 20011023 GOOD SCGS FA1452 FA1452 STATION DESCRIPTION FA1452 FA1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 FA1452'IN GAFFNEY. FA1452'THE MARK IS ABOVE LEVEL WITH STREET. FA1452'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE FA1452'POST OFFICE IN GAFFNEY, THENCE 0.1 KILOMETER (0.05 MILE) SOUTHEAST FA1452'ALONG COUNTY ROAD S-11-171, SET IN THE GRASS MEDIAN NEAR A 30-INCH FA1452'CEDAR TREE, 41.3 METERS (135.6 FEET) WEST-NORTHWEST OF THE WEST FA1452'CORNER OF A TAN BRICK BANK BUILDING, 6.7 METERS (22.0 FEET) FA1452'SOUTHWEST OF THE CENTER OF THE NORTHWESTBOUND LANE OF S-11-171, FA1452'6.7 METERS (22.0 FEET) NORTHEAST OF THE CENTER OF THE SOUTHEASTBOUND FA1452'LANE OF S-11-171 AND 6.5 METERS (21.6 FEET) SOUTHEAST OF FA1452'A 30-INCH CEDAR TREE. FA1452 FA1452 STATION RECOVERY (1989) FA1452 FA1452'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 FA1452'STATION IS LOCATED IN GAFFNEY. OWNERSHIP--SCDHPT, DIRECTOR OF FA1452'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314. FA1452'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 (WEST FA1452'FREDERICK STREET) AND U.S. HIGHWAY 29 (GRANARD STREET) IN GAFFNEY, GO FA1452'SOUTHWEST ON HIGHWAY 29 FOR 0.25 MILE TO THE JUNCTION OF WEST BUFORD FA1452'STREET, TURN LEFT ON WEST BUFORD STREET FOR 0.05 MILE TO THE STATION FA1452'ON THE LEFT IN A GRASS MEDIAN NEAR A LONE PINE TREE. FA1452'STATION IS A ROD MARK WITH ACCESS COVER FLUSH WITH THE GROUND AND FA1452'LEVEL WITH THE STREET, 20.6 FEET NORTHEAST OF THE CENTER OF THE SOUTH FA1452'BOUND LANES OF BUFORD STREET, 21.2 FEET SOUTHWEST OF THE CENTER OF THE FA1452'NORTHBOUND LANES OF BUFORD STREET, 62.6 FEET WEST SOUTHWEST OF THE FA1452'SOUTH CORNER OF A DRIVE-UP TELLER MACHINE FOR SOUTH CAROLINA NATIONAL FA1452'BANK, 21.5 FEET SOUTHEAST OF THE TREE. FA1452'RECOVERED BY J.R. WERNER. FA1452 FA1452 STATION RECOVERY (1989) FA1452 FA1452'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 (DDW) FA1452'STATION IS LOCATED IN GAFFNEY. OWNERSHIP--SCDHPT, DIRECTOR OF FA1452'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314. FA1452'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 (WEST FA1452'FREDERICK STREET) AND U.S. HIGHWAY 29 (GRANARD STREET) IN GAFFNEY, GO FA1452'SOUTHWEST ON HIGHWAY 29 FOR 0.25 MILE TO THE JUNCTION OF WEST BUFORD FA1452'STREET, TURN LEFT ON WEST BUFORD STREET FOR 0.05 MILE TO THE STATION FA1452'ON THE LEFT IN A GRASS MEDIAN NEAR A LONE PINE TREE. STATION IS A ROD FA1452'MARK WITH ACCESS COVER FLUSH WITH THE GROUND AND LEVEL WITH THE FA1452'STREET, 20.6 FEET NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANES OF FA1452'BUFORD STREET, 21.2 FEET SOUTHWEST OF THE CENTER OF THE NORTHBOUND FA1452'LANES OF BUFORD STREET, 62.6 FEET WEST SOUTHWEST OF THE SOUTH CORNER FA1452'OF A DRIVE-UP TELLER MACHINE FOR SOUTH CAROLINA NATIONAL BANK, 21.5 FA1452'FEET SOUTHEAST OF THE TREE. RECOVERED BY J.R. WERNER. FA1452 FA1452 STATION RECOVERY (1991) FA1452 FA1452'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH) FA1452'MARK NOT FOUND. FA1452 FA1452 STATION RECOVERY (1997) FA1452 FA1452'RECOVERY NOTE BY US POWER SQUADRON 1997 FA1452'MARK NOT FOUND. FA1452 FA1452 STATION RECOVERY (2001) FA1452 FA1452'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) FA1452'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FA1453 *********************************************************************** FA1453 DESIGNATION - B 200 FA1453 PID - FA1453 FA1453 STATE/COUNTY- SC/CHEROKEE FA1453 USGS QUAD - GAFFNEY (1971) FA1453 FA1453 *CURRENT SURVEY CONTROL FA1453 ___________________________________________________________________ FA1453* NAD 83(1986)- 35 04 46. (N) 081 38 17. (W) SCALED FA1453* NAVD 88 - 235.686 (meters) 773.25 (feet) ADJUSTED FA1453 ___________________________________________________________________ FA1453 GEOID HEIGHT- -31.64 (meters) GEOID99 FA1453 DYNAMIC HT - 235.456 (meters) 772.49 (feet) COMP FA1453 MODELED GRAV- 979,651.7 (mgal) NAVD 88 FA1453 FA1453 VERT ORDER - FIRST CLASS II FA1453 FA1453.The horizontal coordinates were scaled from a topographic map and have FA1453.an estimated accuracy of +/- 6 seconds. FA1453 FA1453.The orthometric height was determined by differential leveling FA1453.and adjusted by the National Geodetic Survey in June 1991. FA1453 FA1453.The geoid height was determined by GEOID99. FA1453 FA1453.The dynamic height is computed by dividing the NAVD 88 FA1453.geopotential number by the normal gravity value computed on the FA1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1453.degrees latitude (g = 980.6199 gals.). FA1453 FA1453.The modeled gravity was interpolated from observed gravity values. FA1453 FA1453; North East Units Estimated Accuracy FA1453;SPC SC - 360,190. 551,400. MT (+/- 180 meters Scaled) FA1453 FA1453 SUPERSEDED SURVEY CONTROL FA1453 FA1453.No superseded survey control is available for this station. FA1453 FA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU418820(NAD 83) FA1453_MARKER: I = METAL ROD FA1453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FA1453_STAMPING: B 200 1982 FA1453_MARK LOGO: NGS FA1453_PROJECTION: FLUSH FA1453_MAGNETIC: N = NO MAGNETIC MATERIAL FA1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FA1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1453+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001 FA1453_ROD/PIPE-DEPTH: 12.2 meters FA1453 FA1453 HISTORY - Date Condition Report By FA1453 HISTORY - 1982 MONUMENTED NGS FA1453 HISTORY - 19910430 GOOD USPSQD FA1453 HISTORY - 19970421 GOOD USPSQD FA1453 HISTORY - 20011023 GOOD SCGS FA1453 FA1453 STATION DESCRIPTION FA1453 FA1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 FA1453'IN GAFFNEY. FA1453'1.0 KILOMETER (0.9 MILE) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE FA1453'POST OFFICE IN GAFFNEY, SET AT THE SOUTHEAST CORNER OF THE CHEROKEE FA1453'AVENUE BAPTIST CHURCH, 33.2 METERS (109.0 FEET) WEST OF THE FA1453'CENTER OF THIRD STREET, 14.1 METERS (46.5 FEET) NORTH OF THE NORTH- FA1453'NORTHWEST CURB OF HIGHWAY 29, 3.7 METERS (12.4 FEET) SOUTH OF THE FA1453'SOUTHEAST CORNER OF THE CHURCH AND 2.7 METERS (9.0 FEET) WEST- FA1453'SOUTHWEST OF A 30-INCH OAK TREE. FA1453'THE MARK IS 10.1 METERS NNW FROM A WITNESS POST. FA1453'THE MARK IS 1.50 M ABOVE HIGHWAY 29. FA1453 FA1453 STATION RECOVERY (1991) FA1453 FA1453'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH) FA1453'RECOVERED IN GOOD CONDITION. FA1453 FA1453 STATION RECOVERY (1997) FA1453 FA1453'RECOVERY NOTE BY US POWER SQUADRON 1997 FA1453'RECOVERED IN GOOD CONDITION. FA1453 FA1453 STATION RECOVERY (2001) FA1453 FA1453'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) FA1453'STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHEAST OF GAFFNEY. FA1453'OWNERSHIP--CHEROKEE AVENUE BAPTIST CHURCH, 805 CHEROKEE AVENUE, FA1453'GAFFNEY, SC 29340, PHONE 864-489-2568. TO REACH THE STATION FROM THE FA1453'JUNCTION OF U.S. HIGHWAY 29 (NORTH GRANARD STREET) AND STATE HIGHWAY FA1453'18 (WEST FREDERICK STREET) IN GAFFNEY, GO NORTHEAST ON HIGHWAY 29 FOR FA1453'0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER FA1453'OF A BRICK BUILDING (CHEROKEE AVENUE BAPTIST CHURCH). STATION IS A FA1453'FLANGED ENCASED STAINLESS STEEL ROD RECESSED 0.3 FOOT (9.1 CM) AND 2.5 FA1453'FEET (0.8 M) ABOVE THE HIGHWAY, 12.5 FEET (3.8 M) SOUTH OF THE FA1453'SOUTHEAST CORNER OF THE CHURCH, 64.5 FEET (19.7 M) NORTH OF THE CENTER FA1453'OF THE HIGHWAY, 107.8 FEET (32.9 M) WEST OF THE CENTER OF A PAVED ROAD FA1453'(THIRD STREET), 91.7 FEET (28.0 M) WEST NORTHWEST OF A FIRE HYDRANT, FA1453'29.0 FEET (8.8 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK OF THE FA1453'CHURCH. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FA0895 *********************************************************************** FA0895 DESIGNATION - GAFFNEY FA0895 PID - FA0895 FA0895 STATE/COUNTY- SC/CHEROKEE FA0895 USGS QUAD - GAFFNEY (1971) FA0895 FA0895 *CURRENT SURVEY CONTROL FA0895 ___________________________________________________________________ FA0895* NAD 83(1986)- 35 04 23. (N) 081 38 53. (W) SCALED FA0895* NAVD 88 - 233.514 (meters) 766.12 (feet) ADJUSTED FA0895 ___________________________________________________________________ FA0895 GEOID HEIGHT- -31.64 (meters) GEOID99 FA0895 DYNAMIC HT - 233.286 (meters) 765.37 (feet) COMP FA0895 MODELED GRAV- 979,650.8 (mgal) NAVD 88 FA0895 FA0895 VERT ORDER - FIRST CLASS II FA0895 FA0895.The horizontal coordinates were scaled from a topographic map and have FA0895.an estimated accuracy of +/- 6 seconds. FA0895 FA0895.The orthometric height was determined by differential leveling FA0895.and adjusted by the National Geodetic Survey in June 1991. FA0895 FA0895.The geoid height was determined by GEOID99. FA0895 FA0895.The dynamic height is computed by dividing the NAVD 88 FA0895.geopotential number by the normal gravity value computed on the FA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA0895.degrees latitude (g = 980.6199 gals.). FA0895 FA0895.The modeled gravity was interpolated from observed gravity values. FA0895 FA0895; North East Units Estimated Accuracy FA0895;SPC SC - 359,490. 550,490. MT (+/- 180 meters Scaled) FA0895 FA0895 SUPERSEDED SURVEY CONTROL FA0895 FA0895 NGVD 29 - 233.727 (m) 766.82 (f) ADJ UNCH 1 2 FA0895 FA0895.Superseded values are not recommended for survey control. FA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA0895.See file dsdata.txt to determine how the superseded data were derived. FA0895 FA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU409813(NAD 83) FA0895_MARKER: DB = BENCH MARK DISK FA0895_SETTING: 31 = STEPS FA0895_STAMPING: GAFFNEY 1932 FA0895_MARK LOGO: CGS FA0895_MAGNETIC: N = NO MAGNETIC MATERIAL FA0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FA0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA0895+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001 FA0895 FA0895 HISTORY - Date Condition Report By FA0895 HISTORY - 1932 MONUMENTED CGS FA0895 HISTORY - 1982 GOOD NGS FA0895 HISTORY - 19970421 GOOD USPSQD FA0895 HISTORY - 20011023 GOOD SCGS FA0895 FA0895 STATION DESCRIPTION FA0895 FA0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FA0895'AT GAFFNEY. FA0895'AT GAFFNEY, CHEROKEE COUNTY, AT THE SOUTHWEST SIDE OF THE FA0895'COUNTY COURTHOUSE, AT THE SOUTHEAST END OF THE MAIN ENTRANCE FA0895'STEPS, AT THE BASE OF THE COPING, AND IN THE TOP OF THE SECOND FA0895'STEP FROM THE BOTTOM. A STANDARD DISK, STAMPED 766.862 GAFFNEY FA0895'1932. FA0895 FA0895 STATION RECOVERY (1982) FA0895 FA0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 FA0895'RECOVERED IN GOOD CONDITION. FA0895 FA0895 STATION RECOVERY (1997) FA0895 FA0895'RECOVERY NOTE BY US POWER SQUADRON 1997 FA0895'RECOVERED IN GOOD CONDITION. FA0895 FA0895 STATION RECOVERY (2001) FA0895 FA0895'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) FA0895'STATION IS LOCATED IN GAFFNEY. OWNERSHIP--CHEROKEE COUNTY, 125 EAST FA0895'FLOYD BAKER BOULEVARD, GAFFNEY, SC 29341. TO REACH THE STATION FROM FA0895'THE JUNCTION OF U.S. HIGHWAY 29 (NORTH GRANARD STREET) AND STATE FA0895'HIGHWAY 18 (WEST FREDERICK STREET) IN GAFFNEY, GO SOUTHWEST ON HIGHWAY FA0895'29 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF A PAVED ROAD (FLOYD BAKER FA0895'BOULEVARD), TURN LEFT ON THE PAVED ROAD FOR 0.15 MILE (0.24 KM) TO THE FA0895'STATION ON THE LEFT SET IN THE FRONT STEP OF THE CHEROKEE COUNTY FA0895'COURTHOUSE. STATION IS A DISK SET IN A DRILL HOLE IN THE STEP OF THE FA0895'COURTHOUSE, 98.8 FEET (30.1 M) NORTHEAST OF THE CENTER OF THE ROAD, FA0895'65.8 FEET (20.1 M) EAST NORTHEAST OF A FLAG POLE, 2.5 FEET (0.8 M) FA0895'NORTH OF THE SOUTH CORNER OF THE COURTHOUSE STEPS, 58.8 FEET (17.9 M) FA0895'NORTH OF THE CENTER OF A 2.0-FOOT MAGNOLIA TREE, 54.6 FEET (16.6 M) FA0895'WEST NORTHWEST OF THE SOUTH CORNER OF THE COURTHOUSE. RECOVERED BY FA0895'R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FA0896 *********************************************************************** FA0896 DESIGNATION - J 5 FA0896 PID - FA0896 FA0896 STATE/COUNTY- SC/CHEROKEE FA0896 USGS QUAD - GAFFNEY (1971) FA0896 FA0896 *CURRENT SURVEY CONTROL FA0896 ___________________________________________________________________ FA0896* NAD 83(1986)- 35 04 33. (N) 081 38 51. (W) SCALED FA0896* NAVD 88 - 237.450 (meters) 779.03 (feet) ADJUSTED FA0896 ___________________________________________________________________ FA0896 GEOID HEIGHT- -31.64 (meters) GEOID99 FA0896 DYNAMIC HT - 237.218 (meters) 778.27 (feet) COMP FA0896 MODELED GRAV- 979,650.8 (mgal) NAVD 88 FA0896 FA0896 VERT ORDER - FIRST CLASS II FA0896 FA0896.The horizontal coordinates were scaled from a topographic map and have FA0896.an estimated accuracy of +/- 6 seconds. FA0896 FA0896.The orthometric height was determined by differential leveling FA0896.and adjusted by the National Geodetic Survey in June 1991. FA0896 FA0896.The geoid height was determined by GEOID99. FA0896 FA0896.The dynamic height is computed by dividing the NAVD 88 FA0896.geopotential number by the normal gravity value computed on the FA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA0896.degrees latitude (g = 980.6199 gals.). FA0896 FA0896.The modeled gravity was interpolated from observed gravity values. FA0896 FA0896; North East Units Estimated Accuracy FA0896;SPC SC - 359,800. 550,540. MT (+/- 180 meters Scaled) FA0896 FA0896 SUPERSEDED SURVEY CONTROL FA0896 FA0896 NGVD 29 - 237.661 (m) 779.73 (f) ADJ UNCH 1 2 FA0896 FA0896.Superseded values are not recommended for survey control. FA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA0896.See file dsdata.txt to determine how the superseded data were derived. FA0896 FA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU409816(NAD 83) FA0896_MARKER: DB = BENCH MARK DISK FA0896_SETTING: 36 = BUILDING FA0896_STAMPING: J 5 1932 FA0896_MARK LOGO: CGS FA0896_MAGNETIC: N = NO MAGNETIC MATERIAL FA0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FA0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA0896+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001 FA0896 FA0896 HISTORY - Date Condition Report By FA0896 HISTORY - 1932 MONUMENTED CGS FA0896 HISTORY - 1982 GOOD NGS FA0896 HISTORY - 19910529 GOOD USPSQD FA0896 HISTORY - 19970421 GOOD USPSQD FA0896 HISTORY - 20011023 GOOD SCGS FA0896 FA0896 STATION DESCRIPTION FA0896 FA0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FA0896'AT GAFFNEY. FA0896'AT GAFFNEY, CHEROKEE COUNTY, AT THE SOUTHEAST QUARTER OF THE FA0896'FIRST STREET CROSSING SOUTHWEST OF THE SOUTHERN RAILWAY STATION, FA0896'AT LITTLES OFFICE BUILDING, IN THE NORTHWEST WALL, ABOUT 30 FEET FA0896'NORTHWEST OF THE WEST CORNER, ABOUT 15 FEET NORTHEAST OF THE FA0896'SOUTHWEST WALL, AND ABOUT 4 FEET ABOVE THE GROUND. A STANDARD FA0896'DISK, STAMPED 779.765 J 5 1932 AND SET VERTICALLY. FA0896 FA0896 STATION RECOVERY (1982) FA0896 FA0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 FA0896'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. FA0896'0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG STATE HIGHWAY 18 FROM FA0896'THE POST OFFICE AND U.S. HIGHWAY 29 IN GAFFNEY, SET VERTICALLY IN FA0896'THE NORTHWEST WALL OF A FOUR-STORY BRICK OFFICE BUILDING, 8.8 METERS FA0896'(29.0 FEET) SOUTHEAST OF THE APPROXIMATE CENTER OF THE STREET FA0896'RUNNING BETWEEN THE BUILDING AND THE RAILROAD TRACKS AND 3.10 METERS FA0896'(10.8 FEET) NORTHEAST OF THE WEST CORNER OF THE BUILDING. FA0896'THE MARK IS 1.10 M ABOVE SIDEWALK. FA0896 FA0896 STATION RECOVERY (1991) FA0896 FA0896'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH) FA0896'RECOVERED IN GOOD CONDITION. FA0896 FA0896 STATION RECOVERY (1997) FA0896 FA0896'RECOVERY NOTE BY US POWER SQUADRON 1997 FA0896'RECOVERED IN GOOD CONDITION. FA0896 FA0896 STATION RECOVERY (2001) FA0896 FA0896'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) FA0896'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FA1451 *********************************************************************** FA1451 DESIGNATION - Z 199 FA1451 PID - FA1451 FA1451 STATE/COUNTY- SC/CHEROKEE FA1451 USGS QUAD - GAFFNEY (1971) FA1451 FA1451 *CURRENT SURVEY CONTROL FA1451 ___________________________________________________________________ FA1451* NAD 83(1986)- 35 03 59. (N) 081 39 32. (W) SCALED FA1451* NAVD 88 - 230.733 (meters) 757.00 (feet) ADJUSTED FA1451 ___________________________________________________________________ FA1451 GEOID HEIGHT- -31.63 (meters) GEOID99 FA1451 DYNAMIC HT - 230.507 (meters) 756.25 (feet) COMP FA1451 MODELED GRAV- 979,649.7 (mgal) NAVD 88 FA1451 FA1451 VERT ORDER - FIRST CLASS II FA1451 FA1451.The horizontal coordinates were scaled from a topographic map and have FA1451.an estimated accuracy of +/- 6 seconds. FA1451 FA1451.The orthometric height was determined by differential leveling FA1451.and adjusted by the National Geodetic Survey in June 1991. FA1451 FA1451.The geoid height was determined by GEOID99. FA1451 FA1451.The dynamic height is computed by dividing the NAVD 88 FA1451.geopotential number by the normal gravity value computed on the FA1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1451.degrees latitude (g = 980.6199 gals.). FA1451 FA1451.The modeled gravity was interpolated from observed gravity values. FA1451 FA1451; North East Units Estimated Accuracy FA1451;SPC SC - 358,750. 549,500. MT (+/- 180 meters Scaled) FA1451 FA1451 SUPERSEDED SURVEY CONTROL FA1451 FA1451.No superseded survey control is available for this station. FA1451 FA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU399806(NAD 83) FA1451_MARKER: I = METAL ROD FA1451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FA1451_STAMPING: Z 199 1982 FA1451_MARK LOGO: NGS FA1451_PROJECTION: FLUSH FA1451_MAGNETIC: N = NO MAGNETIC MATERIAL FA1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FA1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1451+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001 FA1451_ROD/PIPE-DEPTH: 6.10 meters FA1451 FA1451 HISTORY - Date Condition Report By FA1451 HISTORY - 1982 MONUMENTED NGS FA1451 HISTORY - 19910529 GOOD USPSQD FA1451 HISTORY - 19970421 GOOD USPSQD FA1451 HISTORY - 20011023 GOOD SCGS FA1451 FA1451 STATION DESCRIPTION FA1451 FA1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 FA1451'IN GAFFNEY. FA1451'1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG U.S. HIGHWAY 29 FROM FA1451'THE POST OFFICE IN GAFFNEY, TO THE JUNCTION OF STATE HIGHWAY 18, SET FA1451'IN THE FRONT YARD OF THE VETERANS OF FOREIGN WARS POST 3447 BUILDING, FA1451'19.2 METERS (63.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY FA1451'29 AND SOUTH CAROLINA HIGHWAY 18, 14.63 METERS (48.0 FEET) SOUTHWEST FA1451'OF THE CENTER OF LOGAN STREET, 6.6 METERS (21.5 FEET) SOUTH- FA1451'SOUTHEAST OF THE EAST CORNER OF THE VFW BUILDING, 2.5 METERS FA1451'(8.2 FEET) NORTHEAST OF THE NORTHEAST EDGE OF A 20-FOOT BY 15-FOOT FA1451'CONCRETE SLAB SUPPORTING AN OLD ARMY TANK. FA1451'THE MARK IS 1.50 M ABOVE HIGHWAY 29. FA1451 FA1451 STATION RECOVERY (1991) FA1451 FA1451'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH) FA1451'RECOVERED IN GOOD CONDITION. FA1451 FA1451 STATION RECOVERY (1997) FA1451 FA1451'RECOVERY NOTE BY US POWER SQUADRON 1997 FA1451'RECOVERED IN GOOD CONDITION. FA1451 FA1451 STATION RECOVERY (2001) FA1451 FA1451'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) FA1451'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHWEST OF GAFFNEY. FA1451'OWNERSHIP--VETERANS OF FOREIGN WARS, POST 3447, 901 SOUTH GRANARD FA1451'STREET, GAFFNEY, SC 29341, PHONE 864-489-7345. TO REACH THE STATION FA1451'FROM THE WEST FORK JUNCTION OF U.S. HIGHWAY 29 (SOUTH GRANARD STREET) FA1451'AND STATE HIGHWAY 18 (SOUTH LOGAN STREET), 0.55 MILE (0.89 KM) FA1451'SOUTHWEST OF GAFFNEY, GO WEST SOUTHWEST ON HIGHWAY 29 FOR 0.05 MILE FA1451'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE EAST CORNER OF A BRICK FA1451'BUILDING (VETERANS OF FOREIGN WAR POST 3447) IN THE WEST ANGLE OF A FA1451'PAVED ROAD (YALE STREET) RIGHT. STATION IS A FLANGED ENCASED FA1451'STAINLESS STEEL ROD RECESSED 0.2 FOOT (6.1 CM) AND 6.0 FEET (1.8 M) FA1451'ABOVE YALE STREET, 62.5 FEET (19.1 M) NORTHWEST OF A POWER POLE FA1451'31/1U/48/T-3/20 WITH A SECURITY LIGHT AND GUY WIRE, 74.1 FEET (22.6 M) FA1451'NORTH NORTHWEST OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 18, FA1451'45.4 FEET (13.8 M) SOUTH SOUTHWEST OF THE CENTER OF YALE STREET, 21.2 FA1451'FEET (6.5 M) SOUTH SOUTHEAST OF THE EAST CORNER OF THE BUILDING, 12.1 FA1451'FEET (3.7 M) NORTH OF THE EAST CORNER OF A 15-FOOT BY 20-FOOT CONCRETE FA1451'SLAB SUPPORTING AN ARMORED PERSONNEL CARRIER, 12.4 FEET (3.8 M) EAST FA1451'OF THE NORTH ONE OF FIVE FLAG POLES, 57.0 FEET (17.4 M) NORTH FA1451'NORTHWEST OF A FIRE HYDRANT. RECOVERED BY R.P. MCKEOWN.