1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 ED2677 *********************************************************************** ED2677 CBN - This is a Cooperative Base Network Control Station. ED2677 DESIGNATION - 39 022 ED2677 PID - ED2677 ED2677 STATE/COUNTY- SC/PICKENS ED2677 USGS QUAD - SALEM (1980) ED2677 ED2677 *CURRENT SURVEY CONTROL ED2677 ___________________________________________________________________ ED2677* NAD 83(1986)- 34 55 12.29877(N) 082 54 22.73869(W) ADJUSTED ED2677* NAVD 88 - 251.381 (meters) 824.74 (feet) ADJUSTED ED2677 ___________________________________________________________________ ED2677 LAPLACE CORR- -2.72 (seconds) DEFLEC99 ED2677 GEOID HEIGHT- -30.81 (meters) GEOID99 ED2677 DYNAMIC HT - 251.120 (meters) 823.88 (feet) COMP ED2677 MODELED GRAV- 979,591.9 (mgal) NAVD 88 ED2677 ED2677 HORZ ORDER - FIRST ED2677 VERT ORDER - FIRST CLASS II ED2677 ED2677.The North Carolina/South Carolina HARNS have been completed but, ED2677.due to contractual restrictions, coordinates for these stations ED2677.will NOT be published in the near future. In the interim, the ED2677.published coordinates in North and South Carolina will not be ED2677.consistent with the Continuously Operating Reference Stations ED2677.(CORS). The HARN coordinates for these stations are available ED2677.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2677.Lapine(803-896-7700). ED2677. ED2677.In addition, the published North and South Carolina positions ED2677.(NAD 83 (1986)) are NOT consistent with those determined in ED2677.adjacent state readjustments. The discontinuity between stations ED2677.located in North or South Carolina and those in adjacent states ED2677.which have been adjusted to the HARN may be as much as 5 ED2677.decimeters. This will result in a significant loss of accuracy ED2677.over lines crossing such state borders. ED2677 ED2677 ED2677.The horizontal coordinates were established by GPS observations ED2677.and adjusted by the National Geodetic Survey in August 1993. ED2677 ED2677.The orthometric height was determined by differential leveling ED2677.and adjusted by the National Geodetic Survey in August 1993. ED2677 ED2677.The Laplace correction was computed from DEFLEC99 derived deflections. ED2677 ED2677.The geoid height was determined by GEOID99. ED2677 ED2677.The dynamic height is computed by dividing the NAVD 88 ED2677.geopotential number by the normal gravity value computed on the ED2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED2677.degrees latitude (g = 980.6199 gals.). ED2677 ED2677.The modeled gravity was interpolated from observed gravity values. ED2677 ED2677; North East Units Scale Converg. ED2677;SPC SC - 343,936.806 435,411.152 MT 1.00003199 -1 03 24.7 ED2677;SPC SC - 1,128,401.59 1,428,514.28 iFT 1.00003199 -1 03 24.7 ED2677;UTM 17 - 3,865,839.252 325,865.357 MT 0.99997373 -1 05 29.4 ED2677 ED2677: Primary Azimuth Mark Grid Az ED2677:SPC SC - 39 022 AZ MK 057 45 36.9 ED2677:UTM 17 - 39 022 AZ MK 057 47 41.6 ED2677 ED2677|---------------------------------------------------------------------| ED2677| PID Reference Object Distance Geod. Az | ED2677| dddmmss.s | ED2677| ED2674 39 022 AZ MK APPROX. 0.7 KM 0564212.2 | ED2677|---------------------------------------------------------------------| ED2677 ED2677 SUPERSEDED SURVEY CONTROL ED2677 ED2677 NAD 83(1986)- 34 55 12.29907(N) 082 54 22.73931(W) AD( ) 1 ED2677 NAD 83(1986)- 34 55 12.29696(N) 082 54 22.73613(W) AD( ) 2 ED2677 NAD 27 - 34 55 11.96971(N) 082 54 23.21447(W) AD( ) 2 ED2677 NGVD 29 - 251.431 (m) 824.90 (f) ADJUSTED 1 2 ED2677 ED2677.Superseded values are not recommended for survey control. ED2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2677.See file dsdata.txt to determine how the superseded data were derived. ED2677 ED2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2586565839(NAD 83) ED2677_MARKER: DD = SURVEY DISK ED2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2677_STAMPING: HORZ 39 022 1980 ED2677_MARK LOGO: SCGS ED2677_PROJECTION: FLUSH ED2677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET ED2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2677+STABILITY: SURFACE MOTION ED2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2677+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002 ED2677 ED2677 HISTORY - Date Condition Report By ED2677 HISTORY - 1980 MONUMENTED SCGS ED2677 HISTORY - 1980 GOOD SCGS ED2677 HISTORY - 19910422 GOOD SCGS ED2677 HISTORY - 19921101 GOOD NGS ED2677 HISTORY - 19950201 GOOD SCGS ED2677 HISTORY - 19950801 GOOD SCGS ED2677 HISTORY - 19960403 GOOD SCGS ED2677 HISTORY - 19960808 GOOD SCGS ED2677 HISTORY - 19990510 GOOD SCGS ED2677 HISTORY - 20010504 GOOD SCGS ED2677 HISTORY - 20020627 GOOD SCGS ED2677 ED2677 STATION DESCRIPTION ED2677 ED2677'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (BRL) ED2677'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTHEAST OF ED2677'SALEM, AT THE OCONEE COUNTY LINE, ON THE RIGHT-OF-WAY OF ED2677'STATE HIGHWAY 11 AT THE EAST END OF BRIDGE OVER ED2677'THE KEOWEE RIVER. ED2677'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, ED2677'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414. ED2677' ED2677'TO REACH THE STATION FROM THE POST OFFICE IN SALEM. GO NORTH ON ED2677'STATE HIGHWAY 130 FOR 2.5 KM (1.5 MI) TO ITS END AT HIGHWAY 11. ED2677'TURN RIGHT, EAST, ON HIGHWAY 11 FOR 8.2 KM (5.1 MI) TO ED2677'THE KEOWEE RIVER BRIDGE AND THE STATION ON THE LEFT. ED2677' ED2677'THE STATION IS A STANDARD SCGS DISK ED2677'STAMPED---HORZ 39 022 1980---, ED2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2677'FLUSH WITH GROUND. IT IS LOCATED ED2677'7.8 METERS (25.6 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 11, ED2677'2.65 METERS (8.7 FT) EAST FROM THE CENTER OF A HEADSTONE MONUMENT, ED2677'1.9 METERS (6.2 FT) NORTH FROM A METAL FENCE AND ED2677'1.8 METERS (6.0 FT) SOUTH FROM A METAL WITNESS POST. ED2677'THE UNDERGROUND MARK IS A STANDARD SCGS DISK ED2677'STAMPED---HORZ 39 022 1980---, ED2677'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE. ED2677' ED2677'THE AZIMUTH MARK IS A STANDARD SCGS DISK ED2677'STAMPED---AZ MK 39 022 1980---, ED2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2677'FLUSH WITH GROUND. IT IS LOCATED ED2677'8.1 METERS (26.6 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 11, ED2677'8 METERS (26.2 FT) EAST FROM THE CENTER OF A PAVED DRIVE AND ED2677'4.1 METERS (13.5 FT) NORTHWEST FROM A METAL WITNESS POST. ED2677' ED2677'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ON ED2677'HIGHWAY 11 FOR 0.7 KM (0.45 MI) TO A NARROW PAVED ROAD LEFT ED2677'AND THE AZIMUTH MARK ON THE LEFT. ED2677' ED2677'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.5 METERS. ED2677'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME. ED2677 ED2677 STATION RECOVERY (1980) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980 ED2677'STATION IS LOCATED AT THE NORTHEAST CORNER OF THE STATE HIGHWAY 11 ED2677'BRIDGE OVER THE KEOWEE RIVER (LAKE KEOWEE), ABOUT 6 KM (3.70 MI) ED2677'NORTHEAST OF SALEM, AT THE OCONEE COUNTY LINE. OWNERSHIP--SCDHPT, ED2677'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED2677'803-737-1350. ED2677'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO NORTH ON STATE ED2677'HIGHWAY 130 FOR 2.5 KM (1.55 MI) TO ITS END AT HIGHWAY 11. TURN ED2677'RIGHT, EAST, ON HIGHWAY 11 FOR 8.2 KM (5.10 MI) TO THE KEOWEE RIVER ED2677'BRIDGE AND THE STATION ON THE LEFT. ED2677'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ED2677'(15.2 CM) BELOW THE HIGHWAY, 26.0 FEET (7.9 M) NORTH NORTHWEST OF THE ED2677'CENTER OF THE HIGHWAY, 32.7 FEET (10.0 M) NORTHEAST OF THE NORTHEAST ED2677'CORNER OF THE BRIDGE, 8.4 FEET (2.6 M) NORTHEAST OF THE NORTHEAST ED2677'CORNER OF THE DORN BRIDGE GRANITE MONUMENT, 6.2 FEET (1.9 M) SOUTH ED2677'SOUTHEAST OF A WITNESS POST. ED2677 ED2677 STATION RECOVERY (1991) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2677'RECOVERED IN GOOD CONDITION. ED2677 ED2677 STATION RECOVERY (1992) ED2677 ED2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 ED2677'RECOVERED IN GOOD CONDITION. ED2677 ED2677 STATION RECOVERY (1995) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) ED2677'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, 10.5 MILES ED2677'(16.9 KM) NORTH NORTHWEST OF SIX MILE. OWNERSHIP--SCDOT, DIRECTOR OF ED2677'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. ED2677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 (CHEROKEE ED2677'FOOTHILLS SCENIC HIGHWAY) AND 133, 4.5 MILES (7.2 KM) NORTHEAST OF ED2677'SALEM, GO WEST-SOUTHWEST ON HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE ED2677'STATION NEAR THE NORTHEAST CORNER OF THE BRIDGE OVER THE KEOWEE RIVER ED2677'AT THE OCONEE/PICKENS COUNTY LINE. STATION IS A CONCRETE POST FLUSH ED2677'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 26.2 FEET (8.0 M) ED2677'NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FEET (2.0 M) ED2677'EAST-NORTHEAST OF THE NORTH-NORTHEAST CORNER OF THE DORN MONUMENT, ED2677'32.0 FEET (9.8 M) EAST-NORTHEAST OF THE EAST-NORTHEAST END OF THE ED2677'BRIDGE, AND 6.4 FEET (2.0 M) SOUTHEAST OF A WITNESS POST. RECOVERED ED2677'BY R.W. ROBERTS. ED2677 ED2677 STATION RECOVERY (1995) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) ED2677'RECOVERED AS DESCRIBED. ED2677 ED2677 STATION RECOVERY (1996) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) ED2677'RECOVERED AS DESCRIBED. ED2677 ED2677 STATION RECOVERY (1996) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) ED2677'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, 10.5 MILES ED2677'(16.9 KM) NORTH NORTHWEST OF SIX MILE. OWNERSHIP--SCDOT, DIRECTOR OF ED2677'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED2677'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133, 4.5 MILES ED2677'(7.2 KM) NORTHEAST OF SALEM, GO WEST SOUTHWEST ON HIGHWAY 11 FOR 1.45 ED2677'MILES (2.33 KM) TO THE STATION NEAR THE NORTHEAST CORNER OF THE BRIDGE ED2677'OVER THE KEOWEE RIVER AT THE OCONEE/PICKENS COUNTY LINE. STATION IS A ED2677'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 26.2 ED2677'FEET (8.0 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FEET ED2677'(2.0 M) EAST NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE DORN ED2677'MONUMENT, 32.0 FEET (9.8 M) EAST NORTHEAST OF THE EAST NORTHEAST END ED2677'OF THE BRIDGE. RECOVERED BY C.E. GEOGHEGAN. ED2677 ED2677 STATION RECOVERY (1999) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) ED2677'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF NINE TIMES, 11.5 MILES ED2677'(18.5 KM) WEST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF ED2677'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED2677'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK ED2677'ROAD) , 2.6 MILES (4.2 KM) WEST NORTHWEST OF NINE TIMES, GO WEST ED2677'SOUTHWEST ON HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE STATION NEAR ED2677'THE NORTHEAST CORNER OF THE BRIDGE OVER KEOWEE RIVER AT THE ED2677'OCONEE/PICKENS COUNTY LINE. STATION IS A CONCRETE POST FLUSH WITH THE ED2677'GROUND AND LEVEL WITH THE ROAD, 26.4 FEET (8.0 M) NORTH NORTHWEST OF ED2677'THE CENTER OF THE HIGHWAY, 6.4 FEET (2.0 M) EAST NORTHEAST OF THE ED2677'NORTH NORTHEAST CORNER OF THE DORN MONUMENT, 21.6 FEET (6.6 M) ED2677'NORTHEAST OF THE EAST NORTHEAST END OF THE BRIDGE. RECOVERED BY J.B. ED2677'SMOAK. ED2677 ED2677 STATION RECOVERY (2001) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) ED2677'STATION IS LOCATED 4.75 MILES (7.64 KM) EAST NORTHEAST OF SALEM, 11.6 ED2677'MILES (18.7 KM) WEST NORTHWEST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR ED2677'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED2677'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE ED2677'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 133 (CROWE CREEK ED2677'ROAD) , 4.5 MILES (7.2 KM) NORTHEAST OF SALEM, GO WEST SOUTHWEST ON ED2677'HIGHWAY 11 FOR 1.45 MILES (2.33 KM) TO THE STATION NEAR THE NORTHEAST ED2677'CORNER OF THE BRIDGE OVER THE KEOWEE RIVER AT THE OCONEE AND PICKENS ED2677'COUNTY LINE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND ED2677'LEVEL WITH THE HIGHWAY, 26.1 FEET (8.0 M) NORTH NORTHWEST OF THE ED2677'CENTER OF THE HIGHWAY, 6.4 FEET (2.0 M) EAST NORTHEAST OF THE NORTH ED2677'NORTHEAST CORNER OF THE CONCRETE BASE OF THE DORN MONUMENT, 21.6 FEET ED2677'(6.6 M) NORTHEAST OF THE NORTHEAST END OF THE WINGWALL OF THE BRIDGE. ED2677'RECOVERED BY A.W. ZUPAN. ED2677 ED2677 STATION RECOVERY (2002) ED2677 ED2677'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) ED2677'RECOVERED AS DESCRIBED. ED2677' 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FB3486 *********************************************************************** FB3486 CBN - This is a Cooperative Base Network Control Station. FB3486 DESIGNATION - 39 100 FB3486 PID - FB3486 FB3486 STATE/COUNTY- SC/PICKENS FB3486 USGS QUAD - CLEVELAND (1961) FB3486 FB3486 *CURRENT SURVEY CONTROL FB3486 ___________________________________________________________________ FB3486* NAD 83(1986)- 35 02 52.54788(N) 082 37 24.46792(W) ADJUSTED FB3486* NAVD 88 - 340.977 (meters) 1118.69 (feet) ADJUSTED FB3486 ___________________________________________________________________ FB3486 LAPLACE CORR- -3.82 (seconds) DEFLEC99 FB3486 GEOID HEIGHT- -30.94 (meters) GEOID99 FB3486 DYNAMIC HT - 340.625 (meters) 1117.53 (feet) COMP FB3486 MODELED GRAV- 979,594.7 (mgal) NAVD 88 FB3486 FB3486 HORZ ORDER - FIRST FB3486 VERT ORDER - FIRST CLASS II FB3486 FB3486.The North Carolina/South Carolina HARNS have been completed but, FB3486.due to contractual restrictions, coordinates for these stations FB3486.will NOT be published in the near future. In the interim, the FB3486.published coordinates in North and South Carolina will not be FB3486.consistent with the Continuously Operating Reference Stations FB3486.(CORS). The HARN coordinates for these stations are available FB3486.upon request. Contact Gary Thompson(919-733-3836), or Lewis FB3486.Lapine(803-896-7700). FB3486. FB3486.In addition, the published North and South Carolina positions FB3486.(NAD 83 (1986)) are NOT consistent with those determined in FB3486.adjacent state readjustments. The discontinuity between stations FB3486.located in North or South Carolina and those in adjacent states FB3486.which have been adjusted to the HARN may be as much as 5 FB3486.decimeters. This will result in a significant loss of accuracy FB3486.over lines crossing such state borders. FB3486 FB3486 FB3486.The horizontal coordinates were established by GPS observations FB3486.and adjusted by the National Geodetic Survey in March 1993. FB3486 FB3486.The orthometric height was determined by differential leveling FB3486.and adjusted by the National Geodetic Survey in August 1993. FB3486 FB3486.The Laplace correction was computed from DEFLEC99 derived deflections. FB3486 FB3486.The geoid height was determined by GEOID99. FB3486 FB3486.The dynamic height is computed by dividing the NAVD 88 FB3486.geopotential number by the normal gravity value computed on the FB3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB3486.degrees latitude (g = 980.6199 gals.). FB3486 FB3486.The modeled gravity was interpolated from observed gravity values. FB3486 FB3486; North East Units Scale Converg. FB3486;SPC SC - 357,677.873 461,477.221 MT 1.00008337 -0 54 00.2 FB3486;SPC SC - 1,173,483.84 1,514,032.88 iFT 1.00008337 -0 54 00.2 FB3486;UTM 17 - 3,879,563.145 351,935.920 MT 0.99987019 -0 55 56.9 FB3486 FB3486 SUPERSEDED SURVEY CONTROL FB3486 FB3486 NGVD 29 - 341.041 (m) 1118.90 (f) ADJUSTED 1 2 FB3486 FB3486.Superseded values are not recommended for survey control. FB3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB3486.See file dsdata.txt to determine how the superseded data were derived. FB3486 FB3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5193679563(NAD 83) FB3486_MARKER: DD = SURVEY DISK FB3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB3486_STAMPING: 39 100 1990 FB3486_MARK LOGO: SCGS FB3486_PROJECTION: FLUSH FB3486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FB3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB3486+STABILITY: SURFACE MOTION FB3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3486+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002 FB3486 FB3486 HISTORY - Date Condition Report By FB3486 HISTORY - 1990 MONUMENTED SCGS FB3486 HISTORY - 19910716 GOOD SCGS FB3486 HISTORY - 19910716 GOOD SCGS FB3486 HISTORY - 19920107 GOOD FB3486 HISTORY - 19950202 GOOD SCGS FB3486 HISTORY - 19960403 GOOD SCGS FB3486 HISTORY - 19960809 GOOD SCGS FB3486 HISTORY - 19990505 GOOD SCGS FB3486 HISTORY - 20000606 GOOD SCGS FB3486 HISTORY - 20020627 GOOD SCGS FB3486 FB3486 STATION DESCRIPTION FB3486 FB3486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 FB3486'STATION IS LOCATED AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 AND FB3486'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), NEAR THE EAST ENTRANCE FB3486'DRIVE OF THE PUMPKINTOWN MOUNTAIN STORES, 3.9 MILES SOUTH OF CAESARS FB3486'HEAD. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350. FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH FB3486'HIGHWAY 11, 23.4 FEET NORTH NORTHWEST OF THE CENTER OF HIGHWAY 11, FB3486'185.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 69.2 FB3486'FEET NORTH NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO FB3486'THE STORE AND A SMALL HOUSE, 5.2 FEET SOUTH SOUTHEAST OF A WITNESS FB3486'POST. FB3486'DESCRIBED BY B.J. MORGAN. FB3486 FB3486 STATION RECOVERY (1991) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 FB3486'RECOVERED IN GOOD CONDITION. FB3486 FB3486 STATION RECOVERY (1991) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW) FB3486'RECOVERED AS DESCRIBED IN L252473. FB3486 FB3486 STATION RECOVERY (1992) FB3486 FB3486'RECOVERED 1992 FB3486'RECOVERED IN GOOD CONDITION. FB3486 FB3486 STATION RECOVERY (1995) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN STORE AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) , FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN. STATION IS A CONCRETE FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH FB3486'SOUTHEAST OF A WITNESS POST. RECOVERED BY R.W. ROBERTS. FB3486 FB3486 STATION RECOVERY (1996) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) FB3486'RECOVERED AS DESCRIBED. FB3486 FB3486 STATION RECOVERY (1996) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) , FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN. STATION IS A CONCRETE FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH FB3486'SOUTHEAST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEAN. FB3486 FB3486 STATION RECOVERY (1999) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 CHEROKEE FOOTHILLS SCENIC HIGHWAY) , 3.6 FB3486'MILES (5.8 KM) NORTHEAST OF PUMPKINTOWN, 12.4 MILES (20.0 KM) FB3486'NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, FB3486'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A FB3486'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH HIGHWAY 11, FB3486'22.6 FEET (6.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 68.5 FB3486'FEET (20.9 M) EAST NORTHEAST OF THE CENTER OF THE EAST GRAVEL DRIVE FB3486'LEADING TO THE STORE, 171.3 FEET (52.2 M) SOUTHEAST OF THE SOUTHEAST FB3486'CORNER OF A CONCRETE PORCH AT THE NORTHEAST END OF THE STORE, 81.3 FB3486'FEET (24.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WALL EXTENSION FB3486'OF AN ENTRANCE MARKER (OLD WELL) ON THE NORTHEAST SIDE OF THE FB3486'DRIVEWAY, 5.3 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST. FB3486'RECOVERED BY J.B. SMOAK. FB3486 FB3486 STATION RECOVERY (2000) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERNMOST JUNCTION OF FB3486'STATE HIGHWAYS 11 AND 8, 10.2 MILES (16.4 KM) EAST OF ROCKY BOTTOM, FB3486'12.4 MILES (20.0 KM) NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR FB3486'OF PRECONSTRUCTION, P.0. BOX 191, COLUMBIA, SC 29202, PHONE FB3486'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND FB3486'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 22.8 FEET (6.9 M) NORTH OF THE FB3486'CENTER OF THE HIGHWAY 11, 119.0 FEET (36.3 M) EAST OF THE EXTENDED FB3486'CENTER OF HIGHWAY 8, 82.1 FEET (25.0 M) SOUTH SOUTHEAST OF THE FB3486'SOUTHEAST CORNER OF A DECORATIVE WELL, 70.2 FEET (21.4 M) WEST THE FB3486'CENTER OF THE EAST GRAVEL ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY, FB3486'5.2 FEET (1.6 M) SOUTH OF A WITNESS POST. RECOVERED BY D.L BRECHLIN. FB3486 FB3486 STATION RECOVERY (2002) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERN-MOST JUNCTION OF FB3486'STATE FB3486'HIGHWAYS 11 AND 8 (PUMPKINTOWN HIGHWAY), 10.2 MILES EAST OF ROCKY FB3486'BOTTOM, 12.4 MILES FB3486'NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, FB3486'P.O. BOX 191, FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350. FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW FB3486'THE FB3486'HIGHWAY, 23.1 FEET NORTH OF THE CENTER OF HIGHWAY 11, 119.0 FEET WEST FB3486'OF THE FB3486'EXTENDED CENTER OF HIGHWAY 8, 82.1 FEET SOUTH SOUTHEAST OF THE FB3486'SOUTHEAST FB3486'CORNER OF A DECORATIVE WELL, 70.2 FEET EAST OF THE CENTER OF THE EAST FB3486'GRAVEL FB3486'ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY, 18.3 FEET SOUTH OF A CABLE FB3486'FENCE, 5.2 FEET SOUTH OF A WITNESS POST. FB3486'RECOVERED BY D.J. NOVAK. FB3486' FB3486' 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AE3571 *********************************************************************** AE3571 SACS - This is a Secondary Airport Control Station. AE3571 DESIGNATION - LQK A AE3571 PID - AE3571 AE3571 STATE/COUNTY- SC/PICKENS AE3571 USGS QUAD - LIBERTY (1983) AE3571 AE3571 *CURRENT SURVEY CONTROL AE3571 ___________________________________________________________________ AE3571* NAD 83(2001)- 34 48 25.12634(N) 082 42 21.26352(W) ADJUSTED AE3571* NAVD 88 - 296.48 (meters) 972.7 (feet) GPS OBS AE3571 ___________________________________________________________________ AE3571 X - 665,650.615 (meters) COMP AE3571 Y - -5,200,469.549 (meters) COMP AE3571 Z - 3,620,456.914 (meters) COMP AE3571 LAPLACE CORR- 0.03 (seconds) DEFLEC99 AE3571 ELLIP HEIGHT- 265.48 (meters) (02/10/03) GPS OBS AE3571 GEOID HEIGHT- -30.98 (meters) GEOID99 AE3571 AE3571 HORZ ORDER - FIRST AE3571 ELLP ORDER - FOURTH CLASS II AE3571 AE3571.This mark is at Pickens County Airport (LQK) AE3571 AE3571.The North Carolina/South Carolina HARNS have been completed but, AE3571.due to contractual restrictions, coordinates for these stations AE3571.will NOT be published in the near future. In the interim, the AE3571.published coordinates in North and South Carolina will not be AE3571.consistent with the Continuously Operating Reference Stations AE3571.(CORS). The HARN coordinates for these stations are available AE3571.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE3571.Lapine(803-896-7700). AE3571. AE3571.In addition, the published North and South Carolina positions AE3571.(NAD 83 (1986)) are NOT consistent with those determined in AE3571.adjacent state readjustments. The discontinuity between stations AE3571.located in North or South Carolina and those in adjacent states AE3571.which have been adjusted to the HARN may be as much as 5 AE3571.decimeters. This will result in a significant loss of accuracy AE3571.over lines crossing such state borders. AE3571 AE3571 AE3571.The horizontal coordinates were established by GPS observations AE3571.and adjusted by the National Geodetic Survey in February 2003. AE3571.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE3571.DATUM ITEM on the data sheet items page. AE3571 AE3571.The orthometric height was determined by GPS observations and a AE3571.high-resolution geoid model. AE3571 AE3571.GPS derived orthometric heights for airport stations designated as AE3571.PACS or SACS are published to 2 decimal places. This maintains AE3571.centimeter relative accuracy between the PACS and SACS. It does AE3571.not indicate centimeter accuracy relative to other marks which are AE3571.part of the NAVD 88 network. AE3571 AE3571.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3571 AE3571.The Laplace correction was computed from DEFLEC99 derived deflections. AE3571 AE3571.The ellipsoidal height was determined by GPS observations AE3571.and is referenced to NAD 83. AE3571 AE3571.The geoid height was determined by GEOID99. AE3571 AE3571; North East Units Scale Converg. AE3571;SPC SC - 331,070.866 453,514.641 MT 0.99999074 -0 56 44.7 AE3571;SPC SC - 1,086,190.51 1,487,908.93 iFT 0.99999074 -0 56 44.7 AE3571;UTM 17 - 3,852,964.366 343,960.446 MT 0.99990010 -0 58 26.2 AE3571 AE3571: Primary Azimuth Mark Grid Az AE3571:SPC SC - PICKPORT 043 36 15.5 AE3571:UTM 17 - PICKPORT 043 37 57.0 AE3571 AE3571|---------------------------------------------------------------------| AE3571| PID Reference Object Distance Geod. Az | AE3571| dddmmss.s | AE3571| ED2686 PICKPORT 418.179 METERS 0423930.8 | AE3571|---------------------------------------------------------------------| AE3571 AE3571 SUPERSEDED SURVEY CONTROL AE3571 AE3571 NAD 83(1995)- 34 48 25.12642(N) 082 42 21.26354(W) AD( ) 1 AE3571 ELLIP HT - 265.47 (m) (09/29/97) GP( ) 4 2 AE3571 AE3571.Superseded values are not recommended for survey control. AE3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3571.See file dsdata.txt to determine how the superseded data were derived. AE3571 AE3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4396052964(NAD 83) AE3571_MARKER: DH = HORIZONTAL CONTROL DISK AE3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3571_STAMPING: LQK A 1996 AE3571_MARK LOGO: NGS AE3571_PROJECTION: FLUSH AE3571_MAGNETIC: N = NO MAGNETIC MATERIAL AE3571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3571+STABILITY: SURFACE MOTION AE3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3571+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998 AE3571 AE3571 HISTORY - Date Condition Report By AE3571 HISTORY - 1996 MONUMENTED SCGS AE3571 HISTORY - 19980112 GOOD NGS AE3571 AE3571 STATION DESCRIPTION AE3571 AE3571'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) AE3571'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTHWEST OF LIBERTY, 5.3 MILES AE3571'(8.5 KM) SOUTH OF PICKENS. OWNERSHIP--MR. C.E. TONY SHEHAN, AE3571'CHAIRMAN, PICKENS COUNTY AIRPORT COMMISSION, 2894 TABLE ROCK ROAD, AE3571'PICKENS, SC 29671, PHONE 864-878-9528. TO REACH THE STATION FROM THE AE3571'JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND STATE HIGHWAY 93 AE3571'(MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR 1.85 MILES (2.98 AE3571'KM) TO A ROAD LEFT (AIRPORT ROAD) , TURN LEFT ON AIRPORT ROAD FOR 0.55 AE3571'MILE (0.89 KM) TO A GRAVEL ROAD LEFT OF THE TERMINAL BUILDING, AE3571'CONTINUE AHEAD ON GRAVEL ROAD LEFT OF TERMINAL BUILDING FOR 0.05 MILE AE3571'(0.08 KM) TO THE APRON AT THE WEST CORNER OF THE HANGAR, BEAR LEFT AE3571'ACROSS APRON FOR 0.05 MILE (0.08 KM) TO THE TAXIWAY AT THE WEST CORNER AE3571'OF THE APRON, BEAR RIGHT ON TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE HOLD AE3571'LINE AT RUNWAY 5, BEAR LEFT ALONG RUNWAY 5 FOR 0.1 MILE (0.2 KM) TO AE3571'THE STATION NEAR A METAL PIPE CULVERT BENEATH AN EMBANKMENT ON THE AE3571'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT AE3571'(15.2 CM) BELOW THE RUNWAY, 100.5 FEET (30.6 M) SOUTHEAST OF THE AE3571'CENTER OF THE RUNWAY, 63.5 FEET (19.4 M) NORTH OF THE SOUTHEAST END OF AE3571'A 1.0-FOOT PIPE CULVERT SET IN CONCRETE, 66.4 FEET (20.2 M) EAST OF A AE3571'MEDIUM INTENSITY RUNWAY LIGHT, 55.2 FEET (16.8 M) NORTHWEST OF A AE3571'WITNESS POST. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT AE3571'CONTROL STATION. DESCRIBED BY C.E. GEOGHEGAN. AE3571 AE3571 STATION RECOVERY (1998) AE3571 AE3571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) AE3571'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 ED2686 *********************************************************************** ED2686 PACS - This is a Primary Airport Control Station. ED2686 DESIGNATION - PICKPORT ED2686 PID - ED2686 ED2686 STATE/COUNTY- SC/PICKENS ED2686 USGS QUAD - LIBERTY (1983) ED2686 ED2686 *CURRENT SURVEY CONTROL ED2686 ___________________________________________________________________ ED2686* NAD 83(2001)- 34 48 35.09734(N) 082 42 10.11339(W) ADJUSTED ED2686* NAVD 88 - 301.33 (meters) 988.6 (feet) GPS OBS ED2686 ___________________________________________________________________ ED2686 X - 665,909.963 (meters) COMP ED2686 Y - -5,200,263.516 (meters) COMP ED2686 Z - 3,620,711.972 (meters) COMP ED2686 LAPLACE CORR- -0.04 (seconds) DEFLEC99 ED2686 ELLIP HEIGHT- 270.32 (meters) (02/10/03) GPS OBS ED2686 GEOID HEIGHT- -30.98 (meters) GEOID99 ED2686 ED2686 HORZ ORDER - B ED2686 ELLP ORDER - FOURTH CLASS II ED2686 ED2686.This mark is at Pickens County Airport (LQK) ED2686 ED2686.The North Carolina/South Carolina HARNS have been completed but, ED2686.due to contractual restrictions, coordinates for these stations ED2686.will NOT be published in the near future. In the interim, the ED2686.published coordinates in North and South Carolina will not be ED2686.consistent with the Continuously Operating Reference Stations ED2686.(CORS). The HARN coordinates for these stations are available ED2686.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2686.Lapine(803-896-7700). ED2686. ED2686.In addition, the published North and South Carolina positions ED2686.(NAD 83 (1986)) are NOT consistent with those determined in ED2686.adjacent state readjustments. The discontinuity between stations ED2686.located in North or South Carolina and those in adjacent states ED2686.which have been adjusted to the HARN may be as much as 5 ED2686.decimeters. This will result in a significant loss of accuracy ED2686.over lines crossing such state borders. ED2686 ED2686 ED2686.The horizontal coordinates were established by GPS observations ED2686.and adjusted by the National Geodetic Survey in February 2003. ED2686.This is a SPECIAL STATUS position. See SPECIAL STATUS under the ED2686.DATUM ITEM on the data sheet items page. ED2686 ED2686.The orthometric height was determined by GPS observations and a ED2686.high-resolution geoid model. ED2686 ED2686.GPS derived orthometric heights for airport stations designated as ED2686.PACS or SACS are published to 2 decimal places. This maintains ED2686.centimeter relative accuracy between the PACS and SACS. It does ED2686.not indicate centimeter accuracy relative to other marks which are ED2686.part of the NAVD 88 network. ED2686 ED2686.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED2686 ED2686.The Laplace correction was computed from DEFLEC99 derived deflections. ED2686 ED2686.The ellipsoidal height was determined by GPS observations ED2686.and is referenced to NAD 83. ED2686 ED2686.The geoid height was determined by GEOID99. ED2686 ED2686; North East Units Scale Converg. ED2686;SPC SC - 331,373.413 453,803.068 MT 0.99999170 -0 56 38.5 ED2686;SPC SC - 1,087,183.11 1,488,855.21 iFT 0.99999170 -0 56 38.5 ED2686;UTM 17 - 3,853,266.743 344,248.995 MT 0.99989899 -0 58 20.1 ED2686 ED2686: Primary Azimuth Mark Grid Az ED2686:SPC SC - PICKPORT AZ MK 045 25 29.8 ED2686:UTM 17 - PICKPORT AZ MK 045 27 11.4 ED2686 ED2686|---------------------------------------------------------------------| ED2686| PID Reference Object Distance Geod. Az | ED2686| dddmmss.s | ED2686| ED2689 PICKPORT AZ MK APPROX. 0.7 KM 0442851.3 | ED2686| AE3571 LQK A 418.179 METERS 2223937.2 | ED2686|---------------------------------------------------------------------| ED2686 ED2686 SUPERSEDED SURVEY CONTROL ED2686 ED2686 NAD 83(1995)- 34 48 35.09742(N) 082 42 10.11341(W) AD( ) B ED2686 NAD 83(1986)- 34 48 35.10584(N) 082 42 10.11441(W) AD( ) 1 ED2686 NAD 83(1986)- 34 48 35.11029(N) 082 42 10.11366(W) AD( ) 3 ED2686 NAD 27 - 34 48 34.71119(N) 082 42 10.62212(W) AD( ) 3 ED2686 NGVD 29 - 301.41 (m) 988.9 (f) LEVELING 3 ED2686 ED2686.Superseded values are not recommended for survey control. ED2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2686.See file dsdata.txt to determine how the superseded data were derived. ED2686 ED2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4424953267(NAD 83) ED2686_MARKER: DH = HORIZONTAL CONTROL DISK ED2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2686_STAMPING: PICKPORT 1985 ED2686_MARK LOGO: NGS ED2686_PROJECTION: FLUSH ED2686_MAGNETIC: N = NO MAGNETIC MATERIAL ED2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2686+STABILITY: SURFACE MOTION ED2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2686+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998 ED2686 ED2686 HISTORY - Date Condition Report By ED2686 HISTORY - 1985 MONUMENTED NGS ED2686 HISTORY - 1985 GOOD NGS ED2686 HISTORY - 1987 GOOD NGS ED2686 HISTORY - 19910716 GOOD SCGS ED2686 HISTORY - 19910716 GOOD SCGS ED2686 HISTORY - 19960320 GOOD SCGS ED2686 HISTORY - 19980112 GOOD NGS ED2686 ED2686 STATION DESCRIPTION ED2686 ED2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH) ED2686'THE STATION IS LOCATED ABOUT 3 KM (2 MI) NORTH OF LIBERTY, ED2686'0.8 KM (0.5 MI) WEST OF U.S. HIGHWAY 178, AT THE PICKENS COUNTY ED2686'AIRPORT, AT THE JUNCTION OF THE NROTHEAST RAMP AND THE SINGLE ED2686'RUNWAY. ED2686'OWNERSHIP--PICKENS COUNTY, C/O AIRPORT MANAGER RICHARD REED, 120 ED2686'AIRPORT ROAD, LIBERTY SC 29657, PHONE (803) 843-2233. ED2686' ED2686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND ED2686'STATE HHIGHWAY 93 IN LIBERTY, GO NORTH FOR 3.0 KM (1.85 MI) ON ED2686'HIGHWAY 178 TO A PAVED ROAD LEFT. ED2686'TURN LEFT AND GO WEST FOR 0.9 KM (0.55 MI) ON AIRPORT ROAD TO THE ED2686'TERMINAL BUILDING ON THE RIGHT. KEEP STRAIGHT AHEAD ON GRAVEL ED2686'DRIVE (PASSING TO LEFT OF TERMINAL), WEST, THEN NORTH FOR 0.1 KM ED2686'(0.05 MI) TO THE TARMAC. GO NORTHERLY ACROSS TARMAC AND RAMP FOR ED2686'0.2 KM (0.1 MI) TO THE RUNWAY ADN STATION ON THE RIGHT. ED2686' ED2686'THE STATION IS A STANDARD NGS DISK ED2686'STAMPED---PICKPORT 1985---, ED2686'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT ED2686'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED ED2686'21.9 METERS (71.9 FT) SOUTHEAST FROM THE RUNWAY CENTER, ED2686'17.3 METERS (56.8 FT) NORTHEAST FROM THE RAMP CENTER, ED2686'23.6 METERS (77.4 FT) NORTHWEST FROM THE TOP OF THE NORTHEAST END ED2686'OF A PIPE CULVERT UNDER THE RAMP, AND ED2686'4.6 METERS (15.1 FT) SOUTH-SOUTHWEST FROM A TAXI GUIDANCE SIGN. ED2686'THE UNDERGROUND MARK IS A STANDARD NGS DISK ED2686'STAMPED---PICKPORT 1985---, ED2686'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. ED2686' ED2686'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK ED2686'STAMPED---PICKPORT 1985---, ED2686'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT ED2686'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED ED2686'93 METERS (305.1 FT) SOUTHWEST FROM THE EXTENDED END OF THE RUNWAY, ED2686'29.0 METERS (95.1 FT) SOUTHEAST FROM THE RUNWAY CENTER, ED2686'1.2 METERS (3.9 FT) NORTHWEST FROM THE NORTHWEST LEG OF A VASI BOX, ED2686'AND ED2686'0.6 METERS (2.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST. ED2686'TO REACH THE AZIMUTH FROM THE STATION, ED2686'GO EAST FOR 0.6 KM (0.4 MI) ON THE RUNWAY TO THE MARK AT A VASI BOX. ED2686'THE UNDERGROUND MARK IS A STANDARD NGS DISK ED2686'STAMPED---PICKPORT 1985---, ED2686'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. ED2686' ED2686'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH. ED2686 ED2686 STATION RECOVERY (1985) ED2686 ED2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 ED2686'RECOVERED IN GOOD CONDITION. ED2686 ED2686 STATION RECOVERY (1987) ED2686 ED2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL) ED2686'THE STATION WAS RECOVERED AT THIS DATE. ED2686'AS DESCRIBED IN 1987 IN SOUTH CAROLINA FAA AIRPORT SURVEYS. ED2686' ED2686'TYPED BY R.L. ZURFLUH. ED2686 ED2686 STATION RECOVERY (1991) ED2686 ED2686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2686'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTH NORTHWEST OF LIBERTY. ED2686'OWNERSHIP--PICKENS COUNTY AIRPORT, AIRPORT MANAGER (GARY WILLIS), 240 ED2686'AIRPORT ROAD, LIBERTY, SC 29657, PHONE 803-843-2233. TO REACH THE ED2686'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND ED2686'STATE HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 ED2686'FOR 1.85 MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD), TURN LEFT ON ED2686'AIRPORT ROAD FOR 0.55 MILE (0.89 KM) TO THE TERMINAL ON THE RIGHT, ED2686'CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2686'AIRPLANE PARKING AREA AT THE WEST CORNER OF THE HANGAR, GO NORTH ED2686'TOWARDS THE RUNWAY (EXITING THE PARKING AREA VIA THE NORTHEAST RAMP) ED2686'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF THE RUNWAY AND THE STATION ED2686'IN THE EAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND ED2686'AND LEVEL WITH THE RAMP, 56.7 FEET (17.3 M) NORTHEAST OF THE CENTER ED2686'OF THE RAMP, 71.6 FEET (21.8 M) SOUTHEAST OF THE CENTER OF THE ED2686'RUNWAY, 77.3 FEET (23.6 M) NORTHWEST OF THE NORTHEAST END OF A ED2686'28-INCH CONCRETE PIPE CULVERT BENEATH THE RAMP, 14.4 FEET (4.4 M) ED2686'SOUTH SOUTHWEST OF SOUTH CORNER OF A TAXI GUIDANCE SIGN, 15.0 FEET ED2686'(4.6 M) NORTHEAST OF THE NORTH NORTHWEST ONE OF TWO BLUE RAMP MARKER ED2686'LIGHTS, 17.3 FEET (5.3 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED ED2686'BY C.E. GEOGHEGAN. ED2686 ED2686 STATION RECOVERY (1991) ED2686 ED2686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW) ED2686'STATION IS LOCATED 1.7 MILES (2.7 KM) NORTH NORTHWEST OF LIBERTY. ED2686'OWNERSHIP--PICKENS COUNTY AIRPORT, AIRPORT MANAGER (GARY WILLIS), 240 ED2686'AIRPORT ROAD, LIBERTY, SC 29657, PHONE 803-843-2233. TO REACH THE ED2686'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND ED2686'STATE HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR ED2686'1.85 MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD), TURN LEFT ON ED2686'AIRPORT ROAD FOR 0.55 MILE (0.89 KM) TO THE TERMINAL ON THE RIGHT, ED2686'CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2686'AIRPLANE PARKING AREA AT THE WEST CORNER OF THE HANGAR, GO NORTH ED2686'TOWARDS THE RUNWAY (EXITING THE PARKING AREA VIA THE NORTHEAST RAMP) ED2686'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF THE RUNWAY AND THE STATION IN ED2686'THE EAST ANGLE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND ED2686'LEVEL WITH THE RAMP, 56.7 FEET (17.3 M) NORTHEAST OF THE CENTER OF THE ED2686'RAMP, 71.6 FEET (21.8 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 77.3 ED2686'FEET (23.6 M) NORTHWEST OF THE NORTHEAST END OF A 28-INCH CONCRETE ED2686'PIPE CULVERT BENEATH THE RAMP, 14.4 FEET (4.4 M) SOUTH SOUTHWEST OF ED2686'SOUTH CORNER OF A TAXI GUIDANCE SIGN, 15.0 FEET (4.6 M) NORTHEAST OF ED2686'THE NORTH NORTHWEST ONE OF TWO BLUE RAMP MARKER LIGHTS, 17.3 FEET (5.3 ED2686'M) WEST NORTHWEST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. ED2686 ED2686 STATION RECOVERY (1996) ED2686 ED2686'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) ED2686'STATION IS LOCATED 1.65 MILES (2.66 KM) NORTH NORTHWEST OF LIBERTY, ED2686'5.15 MILES (8.29 KM) SOUTH OF PICKENS. OWNERSHIP--MR. C.E. TONY ED2686'SHEHAN, CHAIRMAN, PICKENS COUNTY AIRPORT COMMISSION, 2894 TABLE ROCK ED2686'ROAD, PICKENS, SC 29671, PHONE 864-878-9528. TO REACH THE STATION ED2686'FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND STATE ED2686'HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR 1.85 ED2686'MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD) , TURN LEFT ON AIRPORT ED2686'ROAD FOR 0.55 MILE (0.89 KM) TO A GRAVEL ROAD LEFT OF THE TERMINAL ED2686'BUILDING, CONTINUE AHEAD ON GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2686'APRON, BEAR RIGHT ACROSS APRON FOR 0.05 MILE (0.08 KM) TO A TAXIWAY AT ED2686'THE APRONS MIDPOINT, BEAR LEFT ON TAXIWAY FOR 0.05 MILE (0.08 KM) TO ED2686'THE STATION ON THE RIGHT NEAR A SIGN FOR THE TAXIWAY IN THE EAST ANGLE ED2686'OF THE RUNWAY. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND ED2686'LEVEL WITH THE TAXIWAY, 56.7 FEET (17.3 M) NORTHEAST OF THE CENTER OF ED2686'THE TAXIWAY, 71.6 FEET (21.8 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, ED2686'77.3 FEET (23.6 M) NORTHWEST OF THE NORTHEAST END OF A 2.3-FOOT ED2686'CONCRETE PIPE CULVERT BENEATH THE TAXIWAY, 14.4 FEET (4.4 M) SOUTH ED2686'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE TAXIWAY ED2686'SIGN, 15.0 FEET (4.6 M) NORTHEAST OF A TAXIWAY LIGHT. THIS STATION IS ED2686'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION. RECOVERED BY C.E. ED2686'GEOGHEGAN. ED2686 ED2686 STATION RECOVERY (1998) ED2686 ED2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) ED2686'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 ED2689 *********************************************************************** ED2689 SACS - This is a Secondary Airport Control Station. ED2689 DESIGNATION - PICKPORT AZ MK ED2689 PID - ED2689 ED2689 STATE/COUNTY- SC/PICKENS ED2689 USGS QUAD - LIBERTY (1983) ED2689 ED2689 *CURRENT SURVEY CONTROL ED2689 ___________________________________________________________________ ED2689* NAD 83(2001)- 34 48 50.91161(N) 082 41 51.28078(W) ADJUSTED ED2689* NAVD 88 - 307.14 (meters) 1007.7 (feet) GPS OBS ED2689 ___________________________________________________________________ ED2689 X - 666,350.003 (meters) COMP ED2689 Y - -5,199,931.461 (meters) COMP ED2689 Z - 3,621,115.419 (meters) COMP ED2689 LAPLACE CORR- -0.12 (seconds) DEFLEC99 ED2689 ELLIP HEIGHT- 276.13 (meters) (02/10/03) GPS OBS ED2689 GEOID HEIGHT- -30.98 (meters) GEOID99 ED2689 ED2689 HORZ ORDER - FIRST ED2689 ELLP ORDER - FOURTH CLASS II ED2689 ED2689.This mark is at Pickens County Airport (LQK) ED2689 ED2689.The North Carolina/South Carolina HARNS have been completed but, ED2689.due to contractual restrictions, coordinates for these stations ED2689.will NOT be published in the near future. In the interim, the ED2689.published coordinates in North and South Carolina will not be ED2689.consistent with the Continuously Operating Reference Stations ED2689.(CORS). The HARN coordinates for these stations are available ED2689.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2689.Lapine(803-896-7700). ED2689. ED2689.In addition, the published North and South Carolina positions ED2689.(NAD 83 (1986)) are NOT consistent with those determined in ED2689.adjacent state readjustments. The discontinuity between stations ED2689.located in North or South Carolina and those in adjacent states ED2689.which have been adjusted to the HARN may be as much as 5 ED2689.decimeters. This will result in a significant loss of accuracy ED2689.over lines crossing such state borders. ED2689 ED2689 ED2689.The horizontal coordinates were established by GPS observations ED2689.and adjusted by the National Geodetic Survey in February 2003. ED2689.This is a SPECIAL STATUS position. See SPECIAL STATUS under the ED2689.DATUM ITEM on the data sheet items page. ED2689 ED2689.The orthometric height was determined by GPS observations and a ED2689.high-resolution geoid model. ED2689 ED2689.GPS derived orthometric heights for airport stations designated as ED2689.PACS or SACS are published to 2 decimal places. This maintains ED2689.centimeter relative accuracy between the PACS and SACS. It does ED2689.not indicate centimeter accuracy relative to other marks which are ED2689.part of the NAVD 88 network. ED2689 ED2689.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED2689 ED2689.The Laplace correction was computed from DEFLEC99 derived deflections. ED2689 ED2689.The ellipsoidal height was determined by GPS observations ED2689.and is referenced to NAD 83. ED2689 ED2689.The geoid height was determined by GEOID99. ED2689 ED2689; North East Units Scale Converg. ED2689;SPC SC - 331,852.800 454,289.660 MT 0.99999324 -0 56 28.1 ED2689;SPC SC - 1,088,755.91 1,490,451.64 iFT 0.99999324 -0 56 28.1 ED2689;UTM 17 - 3,853,745.845 344,735.777 MT 0.99989713 -0 58 09.7 ED2689 ED2689: Primary Azimuth Mark Grid Az ED2689:SPC SC - PICKPORT 225 25 30.2 ED2689:UTM 17 - PICKPORT 225 27 11.8 ED2689 ED2689|---------------------------------------------------------------------| ED2689| PID Reference Object Distance Geod. Az | ED2689| dddmmss.s | ED2689| ED2686 PICKPORT APPROX. 0.7 KM 2242902.1 | ED2689|---------------------------------------------------------------------| ED2689 ED2689 SUPERSEDED SURVEY CONTROL ED2689 ED2689 NAD 83(1995)- 34 48 50.91169(N) 082 41 51.28080(W) AD( ) 1 ED2689 NAD 83(1986)- 34 48 50.92114(N) 082 41 51.28213(W) AD( ) 3 ED2689 NAD 83(1986)- 34 48 50.92440(N) 082 41 51.28095(W) AD( ) 3 ED2689 NAD 27 - 34 48 50.52496(N) 082 41 51.79010(W) AD( ) 3 ED2689 NGVD 29 - 307.2 (m) 1008. (f) GPS OBS ED2689 ED2689.Superseded values are not recommended for survey control. ED2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2689.See file dsdata.txt to determine how the superseded data were derived. ED2689 ED2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4473653746(NAD 83) ED2689_MARKER: DZ = AZIMUTH MARK DISK ED2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2689_STAMPING: PICKPORT 1985 ED2689_MARK LOGO: NGS ED2689_PROJECTION: FLUSH ED2689_MAGNETIC: N = NO MAGNETIC MATERIAL ED2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2689+STABILITY: SURFACE MOTION ED2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2689+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998 ED2689 ED2689 HISTORY - Date Condition Report By ED2689 HISTORY - 1985 MONUMENTED NGS ED2689 HISTORY - 1985 GOOD NGS ED2689 HISTORY - 19870427 GOOD ED2689 HISTORY - 19910716 GOOD SCGS ED2689 HISTORY - 19910716 GOOD SCGS ED2689 HISTORY - 19960320 GOOD SCGS ED2689 HISTORY - 19980112 GOOD NGS ED2689 ED2689 STATION DESCRIPTION ED2689 ED2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GRH) ED2689'THE STATION IS LOCATED ABOUT 3 KM (2 MI) NORTH OF LIBERTY, ED2689'0.3 KM (0.2 MI) WEST OF U.S. HIGHWAY 178, AT THE PICKENS COUNTY ED2689'AIRPORT, NEAR THE NORTHEAST END OF THE SINGLE RUNWAY, AT A VASI BOX. ED2689'OWNERSHIP--PICKENS COUNTY, C/O AIRPORT MANAGER RICHARD REED, 120 ED2689'AIRPORT ROAD, LIBERTY SC 29657, PHONE (803) 843-2233. ED2689' ED2689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND ED2689'STATE HIGHWAY 93 IN LIBERTY, GO NORTH FOR 3.0 KM (1.85 MI) ON ED2689'HIGHWAY 178 TO A PAVED ROAD LEFT. ED2689'TURN LEFT AND GO WEST FOR 0.9 KM (0.55 MI) ON AIRPORT ROAD TO THE ED2689'TERMINAL BUILDING ON THE RIGHT. KEEP STRAIGHT AHEAD ON GRAVEL ED2689'DRIVE, PASSING TO LEFT OF TERMINAL, WEST, THEN NORTH, FOR 0.1 KM ED2689'(0.05 MI) TO TARMAC. GO NORTHERLY, CROSSING TARMAC AND RAMP FOR ED2689'0.2 KM (0.1 MI) TO THE RUNWAY AND PICKPORT ON THE RIGHT. TURN ED2689'RIGHT ALONG RUNWAY FOR 0.6 KM (0.4 MI) TO THE STATION AT A VASI BOX. ED2689' ED2689'THE STATION IS A STANDARD NGS DISK ED2689'STAMPED---PICKPORT 1985---, ED2689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT ED2689'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED ED2689'93 METERS (305.1 FT) SOUTHWEST FROM THE EXTENDED END OF THE RUNWAY, ED2689'29.0 METERS (95.1 FT) SOUTHEAST FROM THE RUNWAY CENTER, ED2689'1.2 METERS (3.9 FT) NORTHWEST FROM THE NORTHWEST LEG OF A VASI BOX, ED2689'AND ED2689'0.6 METERS (2.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST. ED2689'THE UNDERGROUND MARK IS A STANDARD NGS DISK ED2689'STAMPED---PICKPORT 1985---, ED2689'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. ED2689' ED2689'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH. ED2689 ED2689 STATION RECOVERY (1985) ED2689 ED2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 ED2689'RECOVERED IN GOOD CONDITION. ED2689 ED2689 STATION RECOVERY (1987) ED2689 ED2689'RECOVERED 1987 ED2689'RECOVERED IN GOOD CONDITION. ED2689 ED2689 STATION RECOVERY (1991) ED2689 ED2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2689'STATION IS LOCATED 1.95 MILES (3.14 KM) NORTH OF LIBERTY. ED2689'OWNERSHIP--PICKENS COUNTY AIRPORT, AIRPORT MANAGER (GARY WILLIS), 240 ED2689'AIRPORT ROAD, LIBERTY, SC 29657, PHONE 803-843-2233. TO REACH THE ED2689'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND ED2689'STATE HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 ED2689'FOR 1.85 MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD), TURN LEFT ON ED2689'AIRPORT ROAD FOR 0.55 MILE (0.89 KM) TO THE TERMINAL ON THE RIGHT, ED2689'CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2689'AIRPLANE PARKING AREA AT THE WEST CORNER OF THE HANGAR, GO NORTH ED2689'TOWARDS THE RUNWAY (EXITING THE PARKING AREA VIA THE NORTHEAST RAMP) ED2689'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF THE RUNWAY, TURN RIGHT ON ED2689'RUNWAY FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A VASI ED2689'BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ED2689'(0.2 M) BELOW THE RUNWAY, 95.0 FEET (29.0 M) SOUTHEAST OF THE CENTER ED2689'OF THE RUNWAY, 4.0 FEET (1.2 M) NORTHWEST OF THE WEST LEG OF THE VASI ED2689'BOX, 121.7 FEET (37.1 M) SOUTH SOUTHWEST OF THE FIRST SINGLE RUNWAY ED2689'MARKER LIGHT FROM THE NORTHEAST END OF THE RUNWAY, 86.4 FEET ED2689'(26.3 M) EAST NORTHEAST OF THE SECOND SINGLE RUNWAY MARKER LIGHT FROM ED2689'THE NORTHEAST END OF THE RUNWAY, 1.9 FEET (0.6 M) NORTHEAST OF A ED2689'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. ED2689 ED2689 STATION RECOVERY (1991) ED2689 ED2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW) ED2689'STATION IS LOCATED 1.95 MILES (3.14 KM) NORTH OF LIBERTY. ED2689'OWNERSHIP--PICKENS COUNTY AIRPORT, AIRPORT MANAGER (GARY WILLIS), 240 ED2689'AIRPORT ROAD, LIBERTY, SC 29657, PHONE 803-843-2233. TO REACH THE ED2689'STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND ED2689'STATE HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR ED2689'1.85 MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD), TURN LEFT ON ED2689'AIRPORT ROAD FOR 0.55 MILE (0.89 KM) TO THE TERMINAL ON THE RIGHT, ED2689'CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2689'AIRPLANE PARKING AREA AT THE WEST CORNER OF THE HANGAR, GO NORTH ED2689'TOWARDS THE RUNWAY (EXITING THE PARKING AREA VIA THE NORTHEAST RAMP) ED2689'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF THE RUNWAY, TURN RIGHT ON ED2689'RUNWAY FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A VASI ED2689'BOX. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ED2689'(0.2 M) BELOW THE RUNWAY, 95.0 FEET (29.0 M) SOUTHEAST OF THE CENTER ED2689'OF THE RUNWAY, 4.0 FEET (1.2 M) NORTHWEST OF THE WEST LEG OF THE VASI ED2689'BOX, 121.7 FEET (37.1 M) SOUTH SOUTHWEST OF THE FIRST SINGLE RUNWAY ED2689'MARKER LIGHT FROM THE NORTHEAST END OF THE RUNWAY, 86.4 FEET (26.3 M) ED2689'EAST NORTHEAST OF THE SECOND SINGLE RUNWAY MARKER LIGHT FROM THE ED2689'NORTHEAST END OF THE RUNWAY, 1.9 FEET (0.6 M) NORTHEAST OF A WITNESS ED2689'POST. RECOVERED BY C.E. GEOGHEGAN. ED2689 ED2689 STATION RECOVERY (1996) ED2689 ED2689'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) ED2689'STATION IS LOCATED 1.85 MILES (2.98 KM) NORTH NORTHWEST OF LIBERTY, ED2689'4.85 MILES (7.81 KM) SOUTH OF PICKENS. OWNERSHIP--MR. C.E. TONY ED2689'SHEHAN, CHAIRMAN, PICKENS COUNTY AIRPORT COMMISSION, 2894 TABLE ROCK ED2689'ROAD, PICKENS, SC 29671, PHONE 864-878-9528. TO REACH THE STATION ED2689'FROM THE JUNCTION OF U.S. HIGHWAY 178 (PICKENS DRIVE) AND STATE ED2689'HIGHWAY 93 (MAIN STREET) IN LIBERTY, GO NORTH ON HIGHWAY 178 FOR 1.85 ED2689'MILES (2.98 KM) TO A ROAD LEFT (AIRPORT ROAD) , TURN LEFT ON AIRPORT ED2689'ROAD FOR 0.55 MILE (0.89 KM) TO A GRAVEL ROAD LEFT OF THE TERMINAL ED2689'BUILDING, CONTINUE AHEAD ON GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO THE ED2689'APRON, BEAR RIGHT ACROSS APRON FOR 0.05 MILE (0.08 KM) TO A TAXIWAY AT ED2689'THE APRONS MIDPOINT, BEAR LEFT ON TAXIWAY FOR 0.05 MILE (0.08 KM) TO ED2689'THE RUNWAY, TURN RIGHT ALONG THE SOUTHEAST SIDE OF THE RUNWAY FOR 0.4 ED2689'MILE (0.6 KM) TO THE STATION NEAR A VASI LIGHT. STATION IS A CONCRETE ED2689'POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ED2689'RUNWAY, 95.0 FEET (29.0 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 4.0 ED2689'FEET (1.2 M) NORTHWEST OF THE WEST LEG OF THE VASI LIGHT, 121.7 FEET ED2689'(37.1 M) SOUTH SOUTHWEST OF MEDIUM INTENSITY RUNWAY LIGHT, 86.4 FEET ED2689'(26.3 M) EAST NORTHEAST OF A MEDIUM INTENSITY RUNWAY LIGHT, 1.9 FEET ED2689'(0.6 M) NORTHEAST OF A WITNESS POST. THIS STATION IS DESIGNATED AS A ED2689'SECONDARY AIRPORT CONTROL STATION. RECOVERED BY C.E. GEOGHEGAN. ED2689 ED2689 STATION RECOVERY (1998) ED2689 ED2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) ED2689'RECOVERED AS DESCRIBED.