1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE1689 *********************************************************************** DE1689 DESIGNATION - 014 005 AZ MK DE1689 PID - DE1689 DE1689 STATE/COUNTY- SC/CLARENDON DE1689 USGS QUAD - JORDAN (1987) DE1689 DE1689 *CURRENT SURVEY CONTROL DE1689 ___________________________________________________________________ DE1689* NAD 83(2001)- 33 33 10.38948(N) 080 12 10.78792(W) ADJUSTED DE1689* NAVD 88 - 30.238 (meters) 99.21 (feet) ADJUSTED DE1689 ___________________________________________________________________ DE1689 X - 905,381.315 (meters) COMP DE1689 Y - -5,243,233.716 (meters) COMP DE1689 Z - 3,505,223.294 (meters) COMP DE1689 LAPLACE CORR- -2.00 (seconds) DEFLEC99 DE1689 ELLIP HEIGHT- -1.62 (meters) (02/10/03) GPS OBS DE1689 GEOID HEIGHT- -31.89 (meters) GEOID99 DE1689 DYNAMIC HT - 30.206 (meters) 99.10 (feet) COMP DE1689 MODELED GRAV- 979,611.6 (mgal) NAVD 88 DE1689 DE1689 HORZ ORDER - FIRST DE1689 VERT ORDER - FIRST CLASS II DE1689 ELLP ORDER - FOURTH CLASS II DE1689 DE1689.The North Carolina/South Carolina HARNS have been completed but, DE1689.due to contractual restrictions, coordinates for these stations DE1689.will NOT be published in the near future. In the interim, the DE1689.published coordinates in North and South Carolina will not be DE1689.consistent with the Continuously Operating Reference Stations DE1689.(CORS). The HARN coordinates for these stations are available DE1689.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1689.Lapine(803-896-7700). DE1689. DE1689.In addition, the published North and South Carolina positions DE1689.(NAD 83 (1986)) are NOT consistent with those determined in DE1689.adjacent state readjustments. The discontinuity between stations DE1689.located in North or South Carolina and those in adjacent states DE1689.which have been adjusted to the HARN may be as much as 5 DE1689.decimeters. This will result in a significant loss of accuracy DE1689.over lines crossing such state borders. DE1689 DE1689 DE1689.The horizontal coordinates were established by GPS observations DE1689.and adjusted by the National Geodetic Survey in February 2003. DE1689.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DE1689.DATUM ITEM on the data sheet items page. DE1689 DE1689.The orthometric height was determined by differential leveling DE1689.and adjusted by the National Geodetic Survey in June 1991. DE1689 DE1689.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE1689 DE1689.The Laplace correction was computed from DEFLEC99 derived deflections. DE1689 DE1689.The ellipsoidal height was determined by GPS observations DE1689.and is referenced to NAD 83. DE1689 DE1689.The geoid height was determined by GEOID99. DE1689 DE1689.The dynamic height is computed by dividing the NAVD 88 DE1689.geopotential number by the normal gravity value computed on the DE1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1689.degrees latitude (g = 980.6199 gals.). DE1689 DE1689.The modeled gravity was interpolated from observed gravity values. DE1689 DE1689; North East Units Scale Converg. DE1689;SPC SC - 190,977.222 683,598.659 MT 0.99979571 +0 26 30.7 DE1689;SPC SC - 626,565.69 2,242,777.75 iFT 0.99979571 +0 26 30.7 DE1689;UTM 17 - 3,712,867.086 573,985.843 MT 0.99966748 +0 26 25.9 DE1689 DE1689 SUPERSEDED SURVEY CONTROL DE1689 DE1689 NAD 83(1995)- 33 33 10.38953(N) 080 12 10.78812(W) AD( ) 1 DE1689 ELLIP HT - -1.61 (m) (09/29/97) GP( ) 4 2 DE1689 NAD 83(1986)- 33 33 10.40055(N) 080 12 10.78725(W) AD( ) 2 DE1689 NAD 27 - 33 33 09.82067(N) 080 12 11.48171(W) AD( ) 2 DE1689 NGVD 29 - 30.533 (m) 100.17 (f) ADJUSTED 1 2 DE1689 DE1689.Superseded values are not recommended for survey control. DE1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1689.See file dsdata.txt to determine how the superseded data were derived. DE1689 DE1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7398612867(NAD 83) DE1689_MARKER: DD = SURVEY DISK DE1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1689_STAMPING: AZ MK 014 005 1982 DE1689_MARK LOGO: SCGS DE1689_PROJECTION: FLUSH DE1689_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1689+STABILITY: SURFACE MOTION DE1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1689+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1996 DE1689 DE1689 HISTORY - Date Condition Report By DE1689 HISTORY - 1982 MONUMENTED SCGS DE1689 HISTORY - 1984 GOOD SCGS DE1689 HISTORY - 19960221 GOOD SCGS DE1689 DE1689 STATION DESCRIPTION DE1689 DE1689'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1984 DE1689'6.0 KM (3.7 MI) SOUTH FROM JORDAN. DE1689'6.0 KILOMETERS (3.7 MILES) SOUTH ALONG STATE HIGHWAY 260 FROM THE DE1689'INTERSECTION OF COUNTY ROAD S-14-25 IN JORDAN, SET NEAR A POWER POLE DE1689'WITH A GUY WIRE, 10.61 METERS (34.8 FEET) WEST OF THE CENTERLINE OF DE1689'THE HIGHWAY, 11.25 METERS (36.9 FEET) NORTH-NORTHEAST OF TELEPHONE DE1689'JUNCTION BOX NUMBER 340000C-31, 5.03 METERS (16.5 FEET) SOUTH OF THE DE1689'APPROXIMATE CENTER OF A SAND DRIVE, 1.22 METERS (4.0 FEET) DE1689'NORTH-NORTHEAST OF THE POWER POLE. DE1689'THE MARK IS 0.90 METERS NNE FROM A WITNESS POST. DE1689'THE MARK IS 0.90 M ABOVE HIGHWAY. DE1689 DE1689 STATION RECOVERY (1996) DE1689 DE1689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) DE1689'STATION IS LOCATED 9.8 MILES (15.8 KM) SOUTH OF MANNING, 3.6 MILES DE1689'(5.8 KM) SOUTH OF JORDAN. OWNERSHIP--SCDOT, DIRECTOR OF DE1689'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1689'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE1689'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO DE1689'SOUTH ON HIGHWAY 260 FOR 9.1 MILES (14.6 KM) TO THE JUNCTION OF STATE DE1689'ROAD 624 (DURANT LANE) , CONTINUE ON HIGHWAY 260 FOR 0.5 MILE (0.8 KM) DE1689'TO THE STATION NEAR A POWER POLE IN THE SOUTHWEST ANGLE OF A GRASSY DE1689'DRIVEWAY LEADING TO VINYL-SIDED HOUSE (NUMBER 907) . STATION IS A DE1689'CONCRETE POST FLUSH WITH THE GROUND 1.5 FEET (0.5 M) ABOVE THE DE1689'HIGHWAY, 14.0 FEET (4.3 M) SOUTH OF THE CENTER OF A GRASS DRIVE DE1689'LEADING TO THE VINYL-SIDED HOUSE, 9.5 FEET (2.9 M) WEST SOUTHWEST OF DE1689'THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DE1689'DRIVEWAY, 33.9 FEET (10.3 M) WEST OF THE CENTER OF THE HIGHWAY, 4.0 DE1689'FEET (1.2 M) NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE DE1689'WASHER ATTACHED, 2.8 FEET (0.9 M) NORTH OF A WITNESS POST. RECOVERED DE1689'BY R.W. ROBERTS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE3402 *********************************************************************** DE3402 CBN - This is a Cooperative Base Network Control Station. DE3402 DESIGNATION - CARSON RM 6 DE3402 PID - DE3402 DE3402 STATE/COUNTY- SC/CLARENDON DE3402 USGS QUAD - MANNING (1980) DE3402 DE3402 *CURRENT SURVEY CONTROL DE3402 ___________________________________________________________________ DE3402* NAD 83(1986)- 33 40 57.10354(N) 080 13 48.21427(W) ADJUSTED DE3402* NAVD 88 - 38.416 (meters) 126.04 (feet) ADJUSTED DE3402 ___________________________________________________________________ DE3402 LAPLACE CORR- -2.07 (seconds) DEFLEC99 DE3402 GEOID HEIGHT- -31.85 (meters) GEOID99 DE3402 DYNAMIC HT - 38.377 (meters) 125.91 (feet) COMP DE3402 MODELED GRAV- 979,622.1 (mgal) NAVD 88 DE3402 DE3402 HORZ ORDER - FIRST DE3402 VERT ORDER - FIRST CLASS II DE3402 DE3402.The North Carolina/South Carolina HARNS have been completed but, DE3402.due to contractual restrictions, coordinates for these stations DE3402.will NOT be published in the near future. In the interim, the DE3402.published coordinates in North and South Carolina will not be DE3402.consistent with the Continuously Operating Reference Stations DE3402.(CORS). The HARN coordinates for these stations are available DE3402.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE3402.Lapine(803-896-7700). DE3402. DE3402.In addition, the published North and South Carolina positions DE3402.(NAD 83 (1986)) are NOT consistent with those determined in DE3402.adjacent state readjustments. The discontinuity between stations DE3402.located in North or South Carolina and those in adjacent states DE3402.which have been adjusted to the HARN may be as much as 5 DE3402.decimeters. This will result in a significant loss of accuracy DE3402.over lines crossing such state borders. DE3402 DE3402 DE3402.The horizontal coordinates were established by GPS observations DE3402.and adjusted by the National Geodetic Survey in November 1996. DE3402 DE3402.The orthometric height was determined by differential leveling DE3402.and adjusted by the National Geodetic Survey in June 1994. DE3402 DE3402.The Laplace correction was computed from DEFLEC99 derived deflections. DE3402 DE3402.The geoid height was determined by GEOID99. DE3402 DE3402.The dynamic height is computed by dividing the NAVD 88 DE3402.geopotential number by the normal gravity value computed on the DE3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3402.degrees latitude (g = 980.6199 gals.). DE3402 DE3402.The modeled gravity was interpolated from observed gravity values. DE3402 DE3402; North East Units Scale Converg. DE3402;SPC SC - 205,334.212 680,978.920 MT 0.99979368 +0 25 36.7 DE3402;SPC SC - 673,668.67 2,234,182.81 iFT 0.99979368 +0 25 36.7 DE3402;UTM 17 - 3,727,222.247 571,366.586 MT 0.99966279 +0 25 37.3 DE3402 DE3402 SUPERSEDED SURVEY CONTROL DE3402 DE3402.No superseded survey control is available for this station. DE3402 DE3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7136727222(NAD 83) DE3402_MARKER: DR = REFERENCE MARK DISK DE3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3402_STAMPING: CARSON 1934 NO 6 1993 DE3402_MARK LOGO: NGS DE3402_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3402+STABILITY: SURFACE MOTION DE3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3402+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001 DE3402 DE3402 HISTORY - Date Condition Report By DE3402 HISTORY - 1993 MONUMENTED SCGS DE3402 HISTORY - 19950127 GOOD SCGS DE3402 HISTORY - 20010605 GOOD SCGS DE3402 DE3402 STATION DESCRIPTION DE3402 DE3402'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE3402'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF MANNING. DE3402'OWNERSHIP--MRS. CAROLINE B. STEWART, ROUTE 3, P.O. BOX 5, MANNING, SC DE3402'29102. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE DE3402'95 AND U.S. HIGHWAY 301, 4.9 MILES (7.9 KM) SOUTHWEST OF MANNING, GO DE3402'NORTHEAST OF HIGHWAY 301 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF DE3402'STATE ROAD 63, CONTINUE ON HIGHWAY 301 FOR 0.75 MILE (1.21 KM) TO THE DE3402'STATION ON THE RIGHT NEAR A POWER POLE IN THE FRONT YARD OF A MOBILE DE3402'HOME. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE3402'(15.2 CM) BELOW THE HIGHWAY, 159.5 FEET (48.6 M) SOUTH SOUTHWEST OF A DE3402'FIRE HYDRANT ACROSS THE HIGHWAY, 94.5 FEET (28.8 M) SOUTHWEST OF THE DE3402'SOUTHWEST CORNER OF THE WEST HEADWALL OF A CONCRETE PIPE CULVERT DE3402'BENEATH A DOUBLE DRIVEWAY, 68.9 FEET (21.0 M) SOUTH SOUTHEAST OF THE DE3402'CENTER OF THE HIGHWAY, 52.0 FEET (15.8 M) NORTH OF THE NORTHWEST DE3402'CORNER OF THE MOBILE HOME, 246.6 FEET (75.2 M) WEST NORTHWEST OF THE DE3402'NORTHWEST CORNER OF A BRICK HOUSE (OWNERS RESIDENCE), 83.6 FEET DE3402'(25.5 M) EAST OF A TELEPHONE JUNCTION BOX NUMBER 8, 105.4 FEET DE3402'(32.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE DE3402'SURROUNDING A SMALL BRICK BUILDING (MANNING WATER PLANT), 15.1 FEET DE3402'(4.6 M) SOUTH SOUTHWEST OF A WITNESS POST AT THE POWER POLE AF49. DE3402'DESCRIBED BY C.E. GEOGHEGAN. DE3402 DE3402 STATION RECOVERY (1995) DE3402 DE3402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DE3402'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF MANNING. DE3402'OWNERSHIP--MRS. CAROLINE B. STEWART, ROUTE 3, P.O. BOX 5, MANNING, SC DE3402'29102. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE DE3402'95 AND U.S. HIGHWAY 301, 4.9 MILES (7.9 KM) SOUTHWEST OF MANNING, GO DE3402'NORTHEAST OF HIGHWAY 301 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF DE3402'STATE ROAD 63, CONTINUE ON HIGHWAY 301 FOR 0.75 MILE (1.21 KM) TO THE DE3402'STATION ON THE RIGHT NEAR A POWER POLE IN THE FRONT YARD OF A MOBILE DE3402'HOME. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE3402'(15.2 CM) BELOW THE HIGHWAY, 159.5 FEET (48.6 M) SOUTH SOUTHWEST OF A DE3402'FIRE HYDRANT ACROSS THE HIGHWAY, 94.5 FEET (28.8 M) SOUTHWEST OF THE DE3402'SOUTHWEST CORNER OF THE WEST HEADWALL OF A CONCRETE PIPE CULVERT DE3402'BENEATH A DOUBLE DRIVEWAY, 68.9 FEET (21.0 M) SOUTH SOUTHEAST OF THE DE3402'CENTER OF THE HIGHWAY, 52.0 FEET (15.8 M) NORTH OF THE WEST CORNER OF DE3402'THE MOBILE HOME, 246.6 FEET (75.2 M) WEST NORTHWEST OF THE NORTHWEST DE3402'CORNER OF A BRICK HOUSE (OWNERS RESIDENCE) , 83.6 FEET (25.5 M) EAST DE3402'OF A TELEPHONE JUNCTION BOX NUMBER 8, 105.4 FEET (32.1 M) SOUTHEAST OF DE3402'THE SOUTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING A SMALL BRICK DE3402'BUILDING (MANNING WATER PLANT), 15.1 FEET (4.6 M) SOUTH SOUTHWEST OF A DE3402'WITNESS POST AT THE POWER POLE AF49. RECOVERED BY D.D. WOODS. DE3402 DE3402 STATION RECOVERY (2001) DE3402 DE3402'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE3402'STATION IS LOCATED 1.4 MILES (2.3 KM) SOUTHWEST OF MANNING. DE3402'OWNERSHIP--MRS. CAROLINE B. STEWART, ROUT 3, P.O. BOX 5, MANNING, DE3402'SC 29102. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE3402'INTERSTATE 95 AND U.S. HIGHWAY 301 (EXIT 115) , GO NORTHEAST ON DE3402'HIGHWAY 301 FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 63 DE3402'(RACOON ROAD) , CONTINUE ON HIGHWAY 301 FOR 0.75 MILE (1.21 KM) TO THE DE3402'STATION ON THE RIGHT NEAR A SHORT GREEN TELEPHONE JUNCTION BOX IN THE DE3402'FRONT YARD OF A MOBILE HOME. STATION IS A CONCRETE POST RECESSED 0.1 DE3402'FOOT (3.0 CM) AND LEVEL WITH THE HIGHWAY, 69.0 FEET (21.0 M) EAST DE3402'NORTHEAST OF A POWER POLE 7BM01, 94.3 FEET (28.7 M) SOUTHWEST OF THE DE3402'SOUTHWEST CORNER OF THE WESTERN ONE OF FIVE BOX CULVERTS AND DRIVEWAYS DE3402'LEADING TO THE PROPERTY, 68.6 FEET (20.9 M) SOUTH SOUTHEAST OF THE DE3402'CENTER OF THE HIGHWAY, 15.0 FEET (4.6 M) SOUTH SOUTHWEST OF A GREEN DE3402'CYLINDRICAL JUNCTION BOX PROJECTING 2.5 FEET (0.8 M) IN THE YARD, 68.9 DE3402'FEET (21.0 M) WEST NORTHWEST OF THE NORTHEAST CORNER OF THE MOBILE DE3402'HOME, 51.5 FEET (15.7 M) NORTH OF THE NORTHWEST CORNER OF THE MOBILE DE3402'HOME, 28.8 FEET (8.8 M) EAST SOUTHEAST OF THE CENTER OF A METAL WATER DE3402'METER, 69.2 FEET (21.1 M) EAST NORTHEAST OF A WITNESS POST. RECOVERED DE3402'BY T. HALL. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE2432 *********************************************************************** DE2432 PACS - This is a Primary Airport Control Station. DE2432 DESIGNATION - CLAPORT DE2432 PID - DE2432 DE2432 STATE/COUNTY- SC/CLARENDON DE2432 USGS QUAD - JORDAN (1987) DE2432 DE2432 *CURRENT SURVEY CONTROL DE2432 ___________________________________________________________________ DE2432* NAD 83(2001)- 33 35 25.01107(N) 080 12 27.20882(W) ADJUSTED DE2432* NAVD 88 - 30.21 (meters) 99.1 (feet) GPS OBS DE2432 ___________________________________________________________________ DE2432 X - 904,573.799 (meters) COMP DE2432 Y - -5,241,045.589 (meters) COMP DE2432 Z - 3,508,679.057 (meters) COMP DE2432 LAPLACE CORR- -2.06 (seconds) DEFLEC99 DE2432 ELLIP HEIGHT- -1.68 (meters) (02/10/03) GPS OBS DE2432 GEOID HEIGHT- -31.88 (meters) GEOID99 DE2432 DE2432 HORZ ORDER - B DE2432 ELLP ORDER - FOURTH CLASS II DE2432 DE2432.This mark is at Santee Cooper Regional Airport (MNI) DE2432 DE2432.The North Carolina/South Carolina HARNS have been completed but, DE2432.due to contractual restrictions, coordinates for these stations DE2432.will NOT be published in the near future. In the interim, the DE2432.published coordinates in North and South Carolina will not be DE2432.consistent with the Continuously Operating Reference Stations DE2432.(CORS). The HARN coordinates for these stations are available DE2432.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2432.Lapine(803-896-7700). DE2432. DE2432.In addition, the published North and South Carolina positions DE2432.(NAD 83 (1986)) are NOT consistent with those determined in DE2432.adjacent state readjustments. The discontinuity between stations DE2432.located in North or South Carolina and those in adjacent states DE2432.which have been adjusted to the HARN may be as much as 5 DE2432.decimeters. This will result in a significant loss of accuracy DE2432.over lines crossing such state borders. DE2432 DE2432 DE2432.The horizontal coordinates were established by GPS observations DE2432.and adjusted by the National Geodetic Survey in February 2003. DE2432.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DE2432.DATUM ITEM on the data sheet items page. DE2432 DE2432.The orthometric height was determined by GPS observations and a DE2432.high-resolution geoid model. DE2432 DE2432.GPS derived orthometric heights for airport stations designated as DE2432.PACS or SACS are published to 2 decimal places. This maintains DE2432.centimeter relative accuracy between the PACS and SACS. It does DE2432.not indicate centimeter accuracy relative to other marks which are DE2432.part of the NAVD 88 network. DE2432 DE2432.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE2432 DE2432.The Laplace correction was computed from DEFLEC99 derived deflections. DE2432 DE2432.The ellipsoidal height was determined by GPS observations DE2432.and is referenced to NAD 83. DE2432 DE2432.The geoid height was determined by GEOID99. DE2432 DE2432; North East Units Scale Converg. DE2432;SPC SC - 195,120.636 683,143.366 MT 0.99979460 +0 26 21.6 DE2432;SPC SC - 640,159.57 2,241,284.01 iFT 0.99979460 +0 26 21.6 DE2432;UTM 17 - 3,717,009.977 573,530.689 MT 0.99966666 +0 26 18.4 DE2432 DE2432: Primary Azimuth Mark Grid Az DE2432:SPC SC - CLAPORT AZ MK 188 05 14.7 DE2432:UTM 17 - CLAPORT AZ MK 188 05 17.9 DE2432 DE2432|---------------------------------------------------------------------| DE2432| PID Reference Object Distance Geod. Az | DE2432| dddmmss.s | DE2432| DE2435 CLAPORT AZ MK APPROX. 1.0 KM 1883136.3 | DE2432| AE3576 MNI A 476.335 METERS 2030006.6 | DE2432|---------------------------------------------------------------------| DE2432 DE2432 SUPERSEDED SURVEY CONTROL DE2432 DE2432 NAD 83(1995)- 33 35 25.01116(N) 080 12 27.20888(W) AD( ) B DE2432 ELLIP HT - -1.67 (m) (09/29/97) GP( ) 4 2 DE2432 NAD 83(1986)- 33 35 25.02007(N) 080 12 27.20918(W) AD( ) 3 DE2432 NAD 27 - 33 35 24.42961(N) 080 12 27.90466(W) AD( ) 3 DE2432 NGVD 29 - 30.6 (m) 100. (f) GPS OBS DE2432 DE2432.Superseded values are not recommended for survey control. DE2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2432.See file dsdata.txt to determine how the superseded data were derived. DE2432 DE2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7353117010(NAD 83) DE2432_MARKER: DH = HORIZONTAL CONTROL DISK DE2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2432_STAMPING: CLAPORT 1985 DE2432_MARK LOGO: NGS DE2432_PROJECTION: FLUSH DE2432_MAGNETIC: N = NO MAGNETIC MATERIAL DE2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2432+STABILITY: SURFACE MOTION DE2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2432+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1998 DE2432 DE2432 HISTORY - Date Condition Report By DE2432 HISTORY - 1985 MONUMENTED NGS DE2432 HISTORY - 19870408 GOOD DE2432 HISTORY - 19960221 GOOD SCGS DE2432 HISTORY - 19980205 GOOD NGS DE2432 DE2432 STATION DESCRIPTION DE2432 DE2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH) DE2432'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) DE2432'SOUTH OF MANNING, AT THE CLARENDON COUNTY AIRPORT, ALONG THE SINGLE DE2432'RUNWAY, BETWEEN THE NORTH END OF THE RUNWAY AND THE RAMP. DE2432'OWNERSHIP--CLARENDON COUNTY, C/O AIRPORT MANAGER WILLIAM STOIA, RT DE2432'4, BOX 684, MANNING SC 29102, PHONE (803) 478-2211. DE2432' DE2432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 260 AND DE2432'261 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN MANNING, GO DE2432'SOUTH FOR 12.1 KM (7.5 MI) ON HIGHWAY 260 TO A PAVED ROAD RIGHT. DE2432'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON ROAD S-14-504 TO THE DE2432'AIRPORT BUILDING ON THE RIGHT. DE2432'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 KM (0.05 MI) ON TARMAC DE2432'TO THE TAXIWAY. DE2432'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE TAXIWAY TO THE DE2432'STATION ON THE LEFT. DE2432' DE2432'THE STATION IS A STANDARD NGS DISK DE2432'STAMPED---CLAPORT 1985---, DE2432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2432'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE2432'26.7 METERS (87.6 FT) EAST FROM THE RUNWAY CENTER, DE2432'26.6 METERS (87.3 FT) WEST FROM THE TAXIWAY CENTER, DE2432'1.5 METERS (4.9 FT) SOUTH FROM THE SOUTH LEG OF A VASI, DE2432'0.6 METERS (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST, AND DE2432'181.5 METERS (596 FT) SOUTH FROM THE NORTH END OF THE RUNWAY. DE2432'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE2432'STAMPED---CLAPORT 1985---, DE2432'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE2432' DE2432'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE2432'STAMPED---CLAPORT 1985---, DE2432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2432'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE2432'51.2 METERS (168.0 FT) SOUTH FROM THE EXTENDED END OF THE RUNWAY, DE2432'34.8 METERS (114.2 FT) EAST FROM THE CENTER OF THE TAXIWAY, DE2432'44.4 METERS (145.7 FT) NORTH FROM THE NORTHWEST CORNER OF A PUMP DE2432'SHED, DE2432'1.4 METERS (4.6 FT) WEST FROM A UTILITY POLE IN FENCE LINE, AND DE2432'1.9 METERS (6.2 FT) NORTHEAST FROM A GUY WIRE TO THE UTILITY POLE. DE2432'TO REACH THE AZIMUTH FROM THE STATION, DE2432'GO SOUTH FOR 1.0 KM (0.65 MI) ON THE TAXIWAY TO THE MARK ON THE DE2432'RIGHT. DE2432'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE2432'STAMPED---CLAPORT 1985---, DE2432'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE2432' DE2432'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH. DE2432 DE2432 STATION RECOVERY (1987) DE2432 DE2432'RECOVERED 1987 DE2432'RECOVERED IN GOOD CONDITION. DE2432 DE2432 STATION RECOVERY (1996) DE2432 DE2432'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) DE2432'STATION IS LOCATED 7.2 MILES (11.6 KM) SOUTH OF MANNING, 1.05 MILES DE2432'(1.69 KM) SOUTH OF JORDAN. OWNERSHIP--SANTEE COOPER REGIONAL AIRPORT, DE2432'ROUTE 4 BOX 685, MANNING, SC 29102, CONTACT-JAMES W. STOIR, PHONE DE2432'803-478-4764. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE2432'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO DE2432'SOUTH ON HIGHWAY 260 FOR 7.3 MILES (11.7 KM) TO THE JUNCTION OF STATE DE2432'ROAD 504 (ENTRANCE TO SANTEE COOPER REGIONAL AIRPORT) , TURN RIGHT ON DE2432'ROAD 504 FOR 0.05 MILE (0.08 KM) TO THE TERMINAL BUILDING, OBTAIN DE2432'PERMISSION AND CONTINUE ON APRON FOR 0.05 MILE (0.08 KM) TO A TAXIWAY DE2432'PARALLEL TO RUNWAY, TURN RIGHT ON TAXIWAY FOR 0.15 MILE (0.24 KM) TO DE2432'THE STATION ON THE LEFT IN A GRASSY STRIP BETWEEN RUNWAY AND TAXIWAY. DE2432'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE2432'RUNWAY, 87.5 FEET (26.7 M) EAST SOUTHEAST OF THE CENTER OF THE RUNWAY, DE2432'4.9 FEET (1.5 M) SOUTH SOUTHWEST OF THE SOUTH LEG OF A VASI BOX, 87.0 DE2432'FEET (26.5 M) WEST NORTHWEST OF THE CENTER OF THE TAXIWAY, 42.0 FEET DE2432'(12.8 M) NORTH NORTHWEST OF THE NORTH END OF A 1.2-FOOT METAL PIPE DE2432'CULVERT BENEATH A GRASS ROAD BETWEEN RUNWAY AND TAXIWAY, 2.0 FEET (0.6 DE2432'M) NORTH NORTHEAST OF A WITNESS POST. THIS STATION IS DESIGNATED AS DE2432'THE PRIMARY AIRPORT CONTROL STATION. RECOVERED BY R.W. ROBERTS. DE2432 DE2432 STATION RECOVERY (1998) DE2432 DE2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) DE2432'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE2435 *********************************************************************** DE2435 SACS - This is a Secondary Airport Control Station. DE2435 DESIGNATION - CLAPORT AZ MK DE2435 PID - DE2435 DE2435 STATE/COUNTY- SC/CLARENDON DE2435 USGS QUAD - JORDAN (1987) DE2435 DE2435 *CURRENT SURVEY CONTROL DE2435 ___________________________________________________________________ DE2435* NAD 83(2001)- 33 34 53.93411(N) 080 12 32.77522(W) ADJUSTED DE2435* NAVD 88 - 28.40 (meters) 93.2 (feet) GPS OBS DE2435 ___________________________________________________________________ DE2435 X - 904,522.174 (meters) COMP DE2435 Y - -5,241,590.460 (meters) COMP DE2435 Z - 3,507,880.427 (meters) COMP DE2435 LAPLACE CORR- -2.07 (seconds) DEFLEC99 DE2435 ELLIP HEIGHT- -3.49 (meters) (02/10/03) GPS OBS DE2435 GEOID HEIGHT- -31.88 (meters) GEOID99 DE2435 DE2435 HORZ ORDER - FIRST DE2435 ELLP ORDER - FOURTH CLASS II DE2435 DE2435.This mark is at Santee Cooper Regional Airport (MNI) DE2435 DE2435.The North Carolina/South Carolina HARNS have been completed but, DE2435.due to contractual restrictions, coordinates for these stations DE2435.will NOT be published in the near future. In the interim, the DE2435.published coordinates in North and South Carolina will not be DE2435.consistent with the Continuously Operating Reference Stations DE2435.(CORS). The HARN coordinates for these stations are available DE2435.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2435.Lapine(803-896-7700). DE2435. DE2435.In addition, the published North and South Carolina positions DE2435.(NAD 83 (1986)) are NOT consistent with those determined in DE2435.adjacent state readjustments. The discontinuity between stations DE2435.located in North or South Carolina and those in adjacent states DE2435.which have been adjusted to the HARN may be as much as 5 DE2435.decimeters. This will result in a significant loss of accuracy DE2435.over lines crossing such state borders. DE2435 DE2435 DE2435.The horizontal coordinates were established by GPS observations DE2435.and adjusted by the National Geodetic Survey in February 2003. DE2435.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DE2435.DATUM ITEM on the data sheet items page. DE2435 DE2435.The orthometric height was determined by GPS observations and a DE2435.high-resolution geoid model. DE2435 DE2435.GPS derived orthometric heights for airport stations designated as DE2435.PACS or SACS are published to 2 decimal places. This maintains DE2435.centimeter relative accuracy between the PACS and SACS. It does DE2435.not indicate centimeter accuracy relative to other marks which are DE2435.part of the NAVD 88 network. DE2435 DE2435.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE2435 DE2435.The Laplace correction was computed from DEFLEC99 derived deflections. DE2435 DE2435.The ellipsoidal height was determined by GPS observations DE2435.and is referenced to NAD 83. DE2435 DE2435.The geoid height was determined by GEOID99. DE2435 DE2435; North East Units Scale Converg. DE2435;SPC SC - 194,162.289 683,007.196 MT 0.99979482 +0 26 18.5 DE2435;SPC SC - 637,015.38 2,240,837.26 iFT 0.99979482 +0 26 18.5 DE2435;UTM 17 - 3,716,051.756 573,394.520 MT 0.99966641 +0 26 14.9 DE2435 DE2435: Primary Azimuth Mark Grid Az DE2435:SPC SC - CLAPORT 008 05 14.8 DE2435:UTM 17 - CLAPORT 008 05 18.4 DE2435 DE2435|---------------------------------------------------------------------| DE2435| PID Reference Object Distance Geod. Az | DE2435| dddmmss.s | DE2435| DE2432 CLAPORT APPROX. 1.0 KM 0083133.3 | DE2435|---------------------------------------------------------------------| DE2435 DE2435 SUPERSEDED SURVEY CONTROL DE2435 DE2435 NAD 83(1995)- 33 34 53.93420(N) 080 12 32.77528(W) AD( ) 1 DE2435 ELLIP HT - -3.47 (m) (09/29/97) GP( ) 4 2 DE2435 NAD 83(1986)- 33 34 53.94307(N) 080 12 32.77591(W) AD( ) 3 DE2435 NAD 27 - 33 34 53.35269(N) 080 12 33.47234(W) AD( ) 3 DE2435 NGVD 29 - 28.8 (m) 94. (f) GPS OBS DE2435 DE2435.Superseded values are not recommended for survey control. DE2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2435.See file dsdata.txt to determine how the superseded data were derived. DE2435 DE2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7339516052(NAD 83) DE2435_MARKER: DZ = AZIMUTH MARK DISK DE2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2435_STAMPING: CLAPORT 1985 DE2435_MARK LOGO: NGS DE2435_PROJECTION: FLUSH DE2435_MAGNETIC: N = NO MAGNETIC MATERIAL DE2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2435+STABILITY: SURFACE MOTION DE2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2435+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1998 DE2435 DE2435 HISTORY - Date Condition Report By DE2435 HISTORY - 1985 MONUMENTED NGS DE2435 HISTORY - 19870408 GOOD DE2435 HISTORY - 19960221 GOOD SCGS DE2435 HISTORY - 19980205 GOOD NGS DE2435 DE2435 STATION DESCRIPTION DE2435 DE2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH) DE2435'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) DE2435'SOUTH OF MANNING, AT THE CLARENDON COUNTY AIRPORT, ALONG THE EAST DE2435'PERIMETER FENCE AT THE SOUTH END OF THE SINGLE RUNWAY. DE2435'OWNERSHIP--CLARENDON COUNTY, C/O AIRPORT MANAGER WILLIAM STOIA, RT DE2435'4, BOX 685, MANNING SC 29102, PHONE (803) 478-2211. DE2435' DE2435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 260 AND DE2435'261 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN MANNING, GO DE2435'SOUTH FOR 12.5 KM (7.5 MI) ON HIGHWAY 260 TO A PAVED ROAD RIGHT. DE2435'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON ROAD S-14-504 TO THE DE2435'AIRPORT BUILDING ON THE RIGHT. DE2435'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 KM (0.05 MI) ON TARMAC DE2435'TO THE TAXIWAY. DE2435'TURN LEFT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON THE TAXIWAY TO THE DE2435'END OF THE RUNWAY AND THE STATION ON THE LEFT. DE2435' DE2435'THE STATION IS A STANDARD NGS DISK DE2435'STAMPED---CLAPORT 1985---, DE2435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2435'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE2435'51.2 METERS (168.0 FT) SOUTH FROM THE EXTENDED END OF THE RUNWAY, DE2435'34.8 METERS (114.2 FT) EAST FROM THE CENTER OF THE TAXIWAY, DE2435'44.4 METERS (145.7 FT) NORTH FROM THE NORTHWEST CORNER OF A PUMP DE2435'SHED, DE2435'1.4 METERS (4.6 FT) WEST FROM A UTILITY POLE IN THE FENCE LINE, AND DE2435'1.9 METERS (6.2 FT) NORTHEAST FROM A GUY WIRE TO THE UTILITY POLE. DE2435'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE2435'STAMPED---CLAPORT 1985---, DE2435'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE2435' DE2435'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH. DE2435 DE2435 STATION RECOVERY (1987) DE2435 DE2435'RECOVERED 1987 DE2435'RECOVERED IN GOOD CONDITION. DE2435 DE2435 STATION RECOVERY (1996) DE2435 DE2435'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) DE2435'STATION IS LOCATED 7.8 MILES (12.6 KM) SOUTH OF MANNING, 1.65 MILES DE2435'(2.66 KM) SOUTH OF JORDAN. OWNERSHIP--SANTEE COOPER REGIONAL AIRPORT, DE2435'ROUTE 4 BOX 685, MANNING, SC 29102, CONTACT-JAMES W. STOIR, PHONE DE2435'803-478-4764. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE2435'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO DE2435'SOUTH ON HIGHWAY 260 FOR 7.3 MILES (11.7 KM) TO THE JUNCTION OF STATE DE2435'ROAD 504 (ENTRANCE TO SANTEE COOPER REGIONAL AIRPORT) , TURN RIGHT ON DE2435'ROAD 504 FOR 0.05 MILE (0.08 KM) TO THE TERMINAL BUILDING, OBTAIN DE2435'PERMISSION AND CONTINUE ON APRON FOR 0.05 MILE (0.08 KM) TO A TAXIWAY DE2435'PARALLEL TO RUNWAY, TURN LEFT ON TAXIWAY FOR 0.45 MILE (0.72 KM) TO DE2435'THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A CONCRETE POST DE2435'FLUSH WITH THE GROUND AND LEVEL WITH THE TAXIWAY, 7.9 FEET (2.4 M) DE2435'NORTH NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE, 114.2 DE2435'FEET (34.8 M) EAST SOUTHEAST OF THE CENTER OF THE TAXIWAY, 66.4 FEET DE2435'(20.2 M) SOUTH SOUTHEAST OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE DE2435'PIPE CULVERT BENEATH TAXIWAY, 130.5 FEET (39.8 M) NORTH NORTHEAST OF DE2435'THE NORTH CORNER OF A CHAIN LINK FENCE SURROUNDING FUEL PUMP BUILDING, DE2435'7.9 FEET (2.4 M) WEST NORTHWEST OF A WITNESS POST BESIDE POWER POLE. DE2435'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. DE2435'RECOVERED BY R.W. ROBERTS. DE2435 DE2435 STATION RECOVERY (1998) DE2435 DE2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) DE2435'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AE3576 *********************************************************************** AE3576 SACS - This is a Secondary Airport Control Station. AE3576 DESIGNATION - MNI A AE3576 PID - AE3576 AE3576 STATE/COUNTY- SC/CLARENDON AE3576 USGS QUAD - JORDAN (1987) AE3576 AE3576 *CURRENT SURVEY CONTROL AE3576 ___________________________________________________________________ AE3576* NAD 83(2001)- 33 35 10.78870(N) 080 12 34.42750(W) ADJUSTED AE3576* NAVD 88 - 28.96 (meters) 95.0 (feet) GPS OBS AE3576 ___________________________________________________________________ AE3576 X - 904,431.421 (meters) COMP AE3576 Y - -5,241,315.101 (meters) COMP AE3576 Z - 3,508,313.340 (meters) COMP AE3576 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AE3576 ELLIP HEIGHT- -2.93 (meters) (02/10/03) GPS OBS AE3576 GEOID HEIGHT- -31.87 (meters) GEOID99 AE3576 AE3576 HORZ ORDER - FIRST AE3576 ELLP ORDER - FOURTH CLASS II AE3576 AE3576.This mark is at Santee Cooper Regional Airport (MNI) AE3576 AE3576.The North Carolina/South Carolina HARNS have been completed but, AE3576.due to contractual restrictions, coordinates for these stations AE3576.will NOT be published in the near future. In the interim, the AE3576.published coordinates in North and South Carolina will not be AE3576.consistent with the Continuously Operating Reference Stations AE3576.(CORS). The HARN coordinates for these stations are available AE3576.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE3576.Lapine(803-896-7700). AE3576. AE3576.In addition, the published North and South Carolina positions AE3576.(NAD 83 (1986)) are NOT consistent with those determined in AE3576.adjacent state readjustments. The discontinuity between stations AE3576.located in North or South Carolina and those in adjacent states AE3576.which have been adjusted to the HARN may be as much as 5 AE3576.decimeters. This will result in a significant loss of accuracy AE3576.over lines crossing such state borders. AE3576 AE3576 AE3576.The horizontal coordinates were established by GPS observations AE3576.and adjusted by the National Geodetic Survey in February 2003. AE3576.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE3576.DATUM ITEM on the data sheet items page. AE3576 AE3576.The orthometric height was determined by GPS observations and a AE3576.high-resolution geoid model. AE3576 AE3576.GPS derived orthometric heights for airport stations designated as AE3576.PACS or SACS are published to 2 decimal places. This maintains AE3576.centimeter relative accuracy between the PACS and SACS. It does AE3576.not indicate centimeter accuracy relative to other marks which are AE3576.part of the NAVD 88 network. AE3576 AE3576.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3576 AE3576.The Laplace correction was computed from DEFLEC99 derived deflections. AE3576 AE3576.The ellipsoidal height was determined by GPS observations AE3576.and is referenced to NAD 83. AE3576 AE3576.The geoid height was determined by GEOID99. AE3576 AE3576; North East Units Scale Converg. AE3576;SPC SC - 194,681.126 682,960.627 MT 0.99979470 +0 26 17.6 AE3576;SPC SC - 638,717.60 2,240,684.47 iFT 0.99979470 +0 26 17.6 AE3576;UTM 17 - 3,716,570.527 573,347.966 MT 0.99966632 +0 26 14.2 AE3576 AE3576: Primary Azimuth Mark Grid Az AE3576:SPC SC - CLAPORT 022 33 45.0 AE3576:UTM 17 - CLAPORT 022 33 48.4 AE3576 AE3576|---------------------------------------------------------------------| AE3576| PID Reference Object Distance Geod. Az | AE3576| dddmmss.s | AE3576| DE2432 CLAPORT 476.335 METERS 0230002.6 | AE3576|---------------------------------------------------------------------| AE3576 AE3576 SUPERSEDED SURVEY CONTROL AE3576 AE3576 NAD 83(1995)- 33 35 10.78880(N) 080 12 34.42756(W) AD( ) 1 AE3576 ELLIP HT - -2.92 (m) (09/29/97) GP( ) 4 2 AE3576 AE3576.Superseded values are not recommended for survey control. AE3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3576.See file dsdata.txt to determine how the superseded data were derived. AE3576 AE3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNT7334816571(NAD 83) AE3576_MARKER: DH = HORIZONTAL CONTROL DISK AE3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3576_STAMPING: MNI A 1996 AE3576_MARK LOGO: NGS AE3576_PROJECTION: FLUSH AE3576_MAGNETIC: N = NO MAGNETIC MATERIAL AE3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3576+STABILITY: SURFACE MOTION AE3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3576+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1998 AE3576 AE3576 HISTORY - Date Condition Report By AE3576 HISTORY - 1996 MONUMENTED SCGS AE3576 HISTORY - 19980205 GOOD NGS AE3576 AE3576 STATION DESCRIPTION AE3576 AE3576'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) AE3576'STATION IS LOCATED 7.5 MILES (12.1 KM) SOUTH OF MANNING, 1.35 MILES AE3576'(2.17 KM) SOUTH OF JORDAN. OWNERSHIP--SANTEE COOPER REGIONAL AIRPORT, AE3576'ROUTE 4 BOX 685, MANNING, SC 29102, CONTACT-JAMES W. STOIR, PHONE AE3576'803-478-4764. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY AE3576'301 (SUNSET DRIVE) AND STATE HIGHWAY 260 (MILL STREET) IN MANNING, GO AE3576'SOUTH ON HIGHWAY 260 FOR 7.3 MILES (11.7 KM) TO THE JUNCTION OF STATE AE3576'ROAD 504 (ENTRANCE TO SANTEE COOPER REGIONAL AIRPORT) , TURN RIGHT ON AE3576'ROAD 504 FOR 0.05 MILE (0.08 KM) TO THE TERMINAL BUILDING, OBTAIN AE3576'PERMISSION AND CONTINUE ON APRON AND ACROSS RUNWAY FOR 0.1 MILE, (0.2 AE3576'KM) TURN LEFT ALONG WEST SIDE OF RUNWAY FOR 0.15 MILE (0.24 KM) TO THE AE3576'STATION ON THE RIGHT IN A GRASSY AREA ACROSS A DITCH LINE. STATION IS AE3576'A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE THE AE3576'RUNWAY, 51.0 FEET (15.5 M) SOUTHEAST OF A 1.5-FOOT DOUBLE-TRUNKED OAK AE3576'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 208.0 FEET (63.4 M) WEST AE3576'OF THE CENTER OF THE RUNWAY, 161.3 FEET (49.2 M) WEST NORTHWEST OF A AE3576'RUNWAY LIGHT, 243.0 FEET (74.1 M) SOUTHWEST OF THE WEST END OF A AE3576'2.0-FOOT METAL PIPE CULVERT BENEATH RUNWAY, 41.0 FEET (12.5 M) EAST AE3576'SOUTHEAST OF A WITNESS POST IN A WIRE FENCE LINE. THIS STATION IS AE3576'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. DESCRIBED BY R.W. AE3576'ROBERTS. AE3576 AE3576 STATION RECOVERY (1998) AE3576 AE3576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) AE3576'RECOVERED AS DESCRIBED.