1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FA4386 *********************************************************************** FA4386 DESIGNATION - M 103 FA4386 PID - FA4386 FA4386 STATE/COUNTY- SC/LANCASTER FA4386 USGS QUAD - WEDDINGTON (1988) FA4386 FA4386 *CURRENT SURVEY CONTROL FA4386 ___________________________________________________________________ FA4386* NAD 83(2001)- 35 02 09.55726(N) 080 52 18.11059(W) ADJUSTED FA4386* NAVD 88 - 195.531 (meters) 641.50 (feet) ADJUSTED FA4386 ___________________________________________________________________ FA4386 X - 829,443.260 (meters) COMP FA4386 Y - -5,162,057.886 (meters) COMP FA4386 Z - 3,641,231.517 (meters) COMP FA4386 LAPLACE CORR- 2.00 (seconds) DEFLEC99 FA4386 ELLIP HEIGHT- 165.16 (meters) (03/13/03) GPS OBS FA4386 GEOID HEIGHT- -30.39 (meters) GEOID03 FA4386 DYNAMIC HT - 195.350 (meters) 640.91 (feet) COMP FA4386 MODELED GRAV- 979,706.7 (mgal) NAVD 88 FA4386 FA4386 HORZ ORDER - FIRST FA4386 VERT ORDER - SECOND CLASS II FA4386 ELLP ORDER - FOURTH CLASS II FA4386 FA4386 FA4386.The horizontal coordinates were established by GPS observations FA4386.and adjusted by the National Geodetic Survey in March 2003. FA4386 FA4386.The orthometric height was determined by differential leveling FA4386.and adjusted by the National Geodetic Survey in January 2005. FA4386.No vertical observational check was made to the station. FA4386 FA4386.The X, Y, and Z were computed from the position and the ellipsoidal ht. FA4386 FA4386.The Laplace correction was computed from DEFLEC99 derived deflections. FA4386 FA4386.The ellipsoidal height was determined by GPS observations FA4386.and is referenced to NAD 83. FA4386 FA4386.The geoid height was determined by GEOID03. FA4386 FA4386.The dynamic height is computed by dividing the NAVD 88 FA4386.geopotential number by the normal gravity value computed on the FA4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA4386.degrees latitude (g = 980.6199 gals.). FA4386 FA4386.The modeled gravity was interpolated from observed gravity values. FA4386 FA4386; North East Units Scale Factor Converg. FA4386;SPC SC - 355,196.751 621,308.295 MT 1.00007836 +0 04 16.1 FA4386;SPC SC - 1,165,343.67 2,038,413.04 iFT 1.00007836 +0 04 16.1 FA4386;SPC NC - 144,264.553 438,842.907 MT 0.99987964 -1 04 49.0 FA4386;UTM 17 - 3,877,041.545 511,702.701 MT 0.99960169 +0 04 25.2 FA4386 FA4386! - Elev Factor x Scale Factor = Combined Factor FA4386!SPC SC - 0.99997408 x 1.00007836 = 1.00005243 FA4386!SPC NC - 0.99997408 x 0.99987964 = 0.99985372 FA4386!UTM 17 - 0.99997408 x 0.99960169 = 0.99957578 FA4386 FA4386 SUPERSEDED SURVEY CONTROL FA4386 FA4386 NAD 83(1986)- 35 02 09.57217(N) 080 52 18.11895(W) AD( ) 1 FA4386 NAD 83(1995)- 35 02 09.55879(N) 080 52 18.11036(W) AD( ) 1 FA4386 ELLIP H (12/20/99) 165.12 (m) GP( ) 4 1 FA4386 NAD 83(1986)- 35 02 09.57150(N) 080 52 18.12052(W) AD( ) 1 FA4386 NAVD 88 (07/02/01) 195.53 (m) 641.5 (f) LEVELING 3 FA4386 NGVD 29 (11/13/91) 195.8 (m) 642. (f) GPS OBS FA4386 FA4386.Superseded values are not recommended for survey control. FA4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA4386.See file dsdata.txt to determine how the superseded data were derived. FA4386 FA4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1170377042(NAD 83) FA4386_MARKER: DD = SURVEY DISK FA4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA4386_STAMPING: 103 FA4386_MARK LOGO: NC0870 FA4386_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA4386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA4386+STABILITY: SURFACE MOTION FA4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA4386+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1999 FA4386 FA4386 HISTORY - Date Condition Report By FA4386 HISTORY - 1988 MONUMENTED HOBBS FA4386 HISTORY - 19890731 GOOD NGS FA4386 HISTORY - 19900105 GOOD FA4386 HISTORY - 19990531 GOOD USPSQD FA4386 HISTORY - 19990810 GOOD SCGS FA4386 HISTORY - 19990929 GOOD NCGS FA4386 FA4386 STATION DESCRIPTION FA4386 FA4386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FA4386'THE STATION IS LOCATED 7.52 KM (4.65 MI) NORTHEAST OF FORT MILL, NEAR FA4386'THE NC/SC STATE LINE. OWNERSHIP--SCHDPT, DIRECTOR OF PRECONSTRUCTION, FA4386'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1314. FA4386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 BUSINESS FA4386'(SOUTH WHITE STREET) AND STATE HIGHWAY 160 (MAIN STREET), IN FORT FA4386'MILL, GO EAST ON HIGHWAY 160 FOR 4.80 KM (3.00 MI) TO THE JUNCTION OF FA4386'STATE ROAD 42 (BARBERVILLE ROAD), TURN LEFT ON ROAD 42 FOR 4.08 KM FA4386'(2.55 MI) TO A PAVED ROAD LEFT (CAROLINE ACRES ROAD), CONTINUE ON ROAD FA4386'42 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT. FA4386'THE STATION IS A STANDARD SURVEY DISK SET IN A CONCRETE POST FLUSH FA4386'WITH THE GROUND AND LEVEL WITH THE ROAD, LOCATED 70.84 M (232.4 FT) FA4386'NORTHEAST OF THE CENTERLINE OF CAROLINE ACRES ROAD, 6.92 M (22.7 FT) FA4386'NORTHWEST OF THE CENTERLINE OF ROAD 42, 4.57 M (15.0 FT) WEST OF A FA4386'WOODEN POST SUPPORTING A HIGHWAY SIGN WITH A NCGS REFERENCE TAG FA4386'ATTACHED, 1.19 M (3.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, 1.04 FA4386'M (3.4 FT) EAST-NORTHEAST OF A FENCE POST WITH A NCGS REFERENCE TAG FA4386'ATTACHED AND 0.4 M (1.3 FT) SOUTHEAST OF THE FENCE LINE. FA4386'DESCRIBED BY M.L.M. FA4386 FA4386 STATION RECOVERY (1990) FA4386 FA4386'RECOVERED 1990 FA4386'RECOVERED IN GOOD CONDITION. FA4386 FA4386 STATION RECOVERY (1999) FA4386 FA4386'RECOVERY NOTE BY US POWER SQUADRON 1999 FA4386'RECOVERED IN GOOD CONDITION. FA4386 FA4386 STATION RECOVERY (1999) FA4386 FA4386'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) FA4386'STATION IS LOCATED 4.6 MILES (7.4 KM) EAST NORTHEAST OF FORT MILL, FA4386'22.5 MILES (36.2 KM) NORTH NORTHWEST OF LANCASTER. OWNERSHIP--SCDOT, FA4386'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FA4386'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY FA4386'21 BUSINESS (SOUTH WHITE STREET) AND STATE HIGHWAY 160 (MAIN STREET) FA4386'IN FORT MILL, GO EAST ON HIGHWAY 160 FOR 3.0 MILES (4.8 KM) TO THE FA4386'JUNCTION OF STATE ROAD 42 (BARBERVILLE ROAD) , TURN LEFT ON ROAD 42 FA4386'FOR 2.55 MILES (4.10 KM) TO THE JUNCTION OF STATE ROAD 574 LEFT FA4386'(CAROLINE ACRES ROAD) , CONTINUE ON ROAD 42 FOR 0.05 MILE (0.08 KM) TO FA4386'THE STATION ON THE LEFT NEAR A FENCE LINE. STATION IS A CONCRETE POST FA4386'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 23.4 FEET (7.1 M) FA4386'NORTHWEST OF THE CENTER OF THE ROAD, 1.3 FEET (0.4 M) SOUTHEAST OF THE FA4386'FENCE LINE, 233.0 FEET (71.0 M) NORTHEAST OF THE CENTER OF CAROLINA FA4386'ACRES ROAD, 3.6 FEET (1.1 M) EAST OF A WOODEN FENCE POST WITH A NCGS FA4386'REFERENCE TAG ATTACHED, 4.0 FEET (1.2 M) SOUTHWEST OF A WITNESS POST. FA4386'RECOVERED BY J.B. SMOAK. FA4386 FA4386 STATION RECOVERY (1999) FA4386 FA4386'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG) FA4386'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF PINEVILLE. FA4386'PROCEED ALONG OLD US 521 (LANCASTER HWY) FOR 3.4 MI (5.5 KM) SOUTH FA4386'FROM NC 51, IN PINEVILLE, THENCE WEST FOR 0.45 MI (0.72 KM) ALONG FA4386'PROVIDENCE ROAD WEST, ON THE NORTH SIDE OF THE ROAD. STATION IS 22.47 FA4386'FT (6.85 M) NORTHWEST OF THE CENTERLINE OF PROVIDENCE ROAD, 234.97 FT FA4386'(71.62 M) NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF FA4386'PROVIDENCE ROAD AND CAROLINE ACRES ROAD, 15.49 FT (4.72 M) SOUTHWEST FA4386'OF A TRAFFIC SIGN, 4.0 FT (1.2 M) SOUTHWEST OF A FIBERGLASS WITNESS FA4386'POST AND, 0.98 FT (29.87 CM) SOUTHEAST OF A FENCE LINE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 AE7162 *********************************************************************** AE7162 DESIGNATION - SCOTTS AE7162 PID - AE7162 AE7162 STATE/COUNTY- SC/LANCASTER AE7162 USGS QUAD - WEDDINGTON (1988) AE7162 AE7162 *CURRENT SURVEY CONTROL AE7162 ___________________________________________________________________ AE7162* NAD 83(2001)- 35 00 09.24108(N) 080 51 21.44181(W) ADJUSTED AE7162* NAVD 88 - 203.355 (meters) 667.17 (feet) ADJUSTED AE7162 ___________________________________________________________________ AE7162 LAPLACE CORR- 1.87 (seconds) DEFLEC99 AE7162 GEOID HEIGHT- -30.41 (meters) GEOID03 AE7162 DYNAMIC HT - 203.166 (meters) 666.55 (feet) COMP AE7162 MODELED GRAV- 979,696.6 (mgal) NAVD 88 AE7162 AE7162 HORZ ORDER - SECOND AE7162 VERT ORDER - SECOND CLASS II AE7162 AE7162 AE7162.The horizontal coordinates were established by classical geodetic methods AE7162.and adjusted by the National Geodetic Survey in March 2004. AE7162 AE7162.The orthometric height was determined by differential leveling AE7162.and adjusted by the National Geodetic Survey in January 2005. AE7162.No vertical observational check was made to the station. AE7162 AE7162.The Laplace correction was computed from DEFLEC99 derived deflections. AE7162 AE7162.The geoid height was determined by GEOID03. AE7162 AE7162.The dynamic height is computed by dividing the NAVD 88 AE7162.geopotential number by the normal gravity value computed on the AE7162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7162.degrees latitude (g = 980.6199 gals.). AE7162 AE7162.The modeled gravity was interpolated from observed gravity values. AE7162 AE7162; North East Units Scale Factor Converg. AE7162;SPC SC - 351,490.608 622,749.942 MT 1.00006456 +0 04 47.5 AE7162;SPC SC - 1,153,184.41 2,043,142.85 iFT 1.00006456 +0 04 47.5 AE7162;UTM 17 - 3,873,337.209 513,143.842 MT 0.99960213 +0 04 57.5 AE7162 AE7162! - Elev Factor x Scale Factor = Combined Factor AE7162!SPC SC - 0.99997285 x 1.00006456 = 1.00003741 AE7162!UTM 17 - 0.99997285 x 0.99960213 = 0.99957499 AE7162 AE7162|---------------------------------------------------------------------| AE7162| PID Reference Object Distance Geod. Az | AE7162| dddmmss.s | AE7162| AE7163 N LANCASTER CO WT 01218 | AE7162|---------------------------------------------------------------------| AE7162 AE7162 SUPERSEDED SURVEY CONTROL AE7162 AE7162 NAD 83(1986)- 35 00 09.25547(N) 080 51 21.44740(W) AD( ) 2 AE7162 NGVD 29 (03/05/98) 203.6 (m) 668. (f) H LEVEL AE7162 AE7162.Superseded values are not recommended for survey control. AE7162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7162.See file dsdata.txt to determine how the superseded data were derived. AE7162 AE7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1314473337(NAD 83) AE7162_MARKER: DH = HORIZONTAL CONTROL DISK AE7162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7162_STAMPING: SCOTTS 1994 AE7162_MARK LOGO: NCGS AE7162_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE7162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7162+STABILITY: SURFACE MOTION AE7162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7162+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1999 AE7162 AE7162 HISTORY - Date Condition Report By AE7162 HISTORY - 1994 MONUMENTED NCGS AE7162 HISTORY - 19990324 GOOD USPSQD AE7162 HISTORY - 19990810 GOOD SCGS AE7162 HISTORY - 19990830 GOOD NCGS AE7162 AE7162 STATION DESCRIPTION AE7162 AE7162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) AE7162'STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF PINEVILLE AE7162'AND 15.6 MI (25.1 KM) SOUTH OF CHARLOTTE.$ALONG US 521 FOR 0.8 MI (1.3 AE7162'KM) SOUTH FROM THE NC/SC STATE LINE, ON THE WEST SIDE, OR 0.05 MI AE7162'(0.08 KM) NORTH OF SC 160.$MARK IS ABOUT 3-FEET HIGHER THAN THE ROAD AE7162'AND FLUSH WITH THE GROUND. LOCATED 70.5 FT (21.5 M) WEST OF THE AE7162'CENTERLINE OF US 521 SOUTH BOUND LANES, 16.8 FT (5.1 M) NORTHWEST OF AE7162'THE EAST I-BEAM AND 17.6 FT (5.4 M) NORTH OF THE WEST I-BEAM OF A AE7162'BILLBOARD SIGN POST, 2.9 FT (0.9 M) SOUTH OF A WOODEN FENCE LINE, AND AE7162'68.7 FT (20.9 M) EAST OF A POWER POLE WITH A REFERENCE TAG.$NORTH AE7162'LANCASTER COUNTY WATER TANK IS VISIBLE AND THE GRID AZIMUTH AE7162'IS--13-22-28.97--. AE7162 AE7162 STATION RECOVERY (1999) AE7162 AE7162'RECOVERY NOTE BY US POWER SQUADRON 1999 AE7162'RECOVERED IN GOOD CONDITION. AE7162 AE7162 STATION RECOVERY (1999) AE7162 AE7162'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) AE7162'STATION IS LOCATED NEAR A BILLBOARD IN THE NORTHWEST ANGLE OF THE AE7162'JUNCTION OF U.S. HIGHWAY 521, STATE HIGHWAY 160 AND STATE ROAD 412 AE7162'(FAIRVIEW ROAD) , 5.1 MILES (8.2 KM) EAST OF FORT MILL, 20.1 MILES AE7162'(32.3 KM) NORTH NORTHWEST OF LANCASTER. OWNERSHIP--UNKNOWN. STATION AE7162'IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.0 FEET (0.9 M) AE7162'ABOVE HIGHWAY 521, 70.7 FEET (21.5 M) WEST NORTHWEST OF THE CENTER OF AE7162'THE SOUTHBOUND LANES OF THE HIGHWAY, 16.3 FEET (5.0 M) NORTH NORTHWEST AE7162'OF THE EAST I-BEAM OF THE BILLBOARD, 17.1 FEET (5.2 M) NORTH OF THE AE7162'WEST I-BEAM OF THE BILLBOARD, 1.5 FEET (0.5 M) NORTH NORTHWEST OF A AE7162'PLASTIC FENCE LINE, 38.0 FEET (11.6 M) NORTHEAST OF THE NORTHEAST AE7162'CORNER OF A STUCCO BUILDING (HOT STUFF PIZZA) . RECOVERED BY J.B. AE7162'SMOAK. AE7162 AE7162 STATION RECOVERY (1999) AE7162 AE7162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG) AE7162'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FA4394 *********************************************************************** FA4394 CBN - This is a Cooperative Base Network Control Station. FA4394 DESIGNATION - STATE AZ MK FA4394 PID - FA4394 FA4394 STATE/COUNTY- SC/LANCASTER FA4394 USGS QUAD - WEDDINGTON (1988) FA4394 FA4394 *CURRENT SURVEY CONTROL FA4394 ___________________________________________________________________ FA4394* NAD 83(2001)- 35 00 32.46924(N) 080 51 11.04106(W) ADJUSTED FA4394* NAVD 88 - 204.009 (meters) 669.32 (feet) ADJUSTED FA4394 ___________________________________________________________________ FA4394 X - 831,395.790 (meters) COMP FA4394 Y - -5,163,490.038 (meters) COMP FA4394 Z - 3,638,786.114 (meters) COMP FA4394 LAPLACE CORR- 1.93 (seconds) DEFLEC99 FA4394 ELLIP HEIGHT- 173.62 (meters) (01/30/03) GPS OBS FA4394 GEOID HEIGHT- -30.40 (meters) GEOID03 FA4394 DYNAMIC HT - 203.819 (meters) 668.70 (feet) COMP FA4394 MODELED GRAV- 979,698.5 (mgal) NAVD 88 FA4394 FA4394 HORZ ORDER - B FA4394 VERT ORDER - SECOND CLASS II FA4394 ELLP ORDER - FOURTH CLASS II FA4394 FA4394 FA4394.The horizontal coordinates were established by GPS observations FA4394.and adjusted by the National Geodetic Survey in January 2003. FA4394 FA4394.The orthometric height was determined by differential leveling FA4394.and adjusted by the National Geodetic Survey in January 2005. FA4394.No vertical observational check was made to the station. FA4394 FA4394.The X, Y, and Z were computed from the position and the ellipsoidal ht. FA4394 FA4394.The Laplace correction was computed from DEFLEC99 derived deflections. FA4394 FA4394.The ellipsoidal height was determined by GPS observations FA4394.and is referenced to NAD 83. FA4394 FA4394.The geoid height was determined by GEOID03. FA4394 FA4394.The dynamic height is computed by dividing the NAVD 88 FA4394.geopotential number by the normal gravity value computed on the FA4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA4394.degrees latitude (g = 980.6199 gals.). FA4394 FA4394.The modeled gravity was interpolated from observed gravity values. FA4394 FA4394; North East Units Scale Factor Converg. FA4394;SPC SC - 352,206.845 623,012.673 MT 1.00006720 +0 04 53.3 FA4394;SPC SC - 1,155,534.27 2,044,004.83 iFT 1.00006720 +0 04 53.3 FA4394;UTM 17 - 3,874,053.126 513,406.417 MT 0.99960222 +0 05 03.5 FA4394 FA4394! - Elev Factor x Scale Factor = Combined Factor FA4394!SPC SC - 0.99997275 x 1.00006720 = 1.00003995 FA4394!UTM 17 - 0.99997275 x 0.99960222 = 0.99957498 FA4394 FA4394 SUPERSEDED SURVEY CONTROL FA4394 FA4394 NAD 83(1986)- 35 00 32.48490(N) 080 51 11.04913(W) AD( ) 1 FA4394 NAD 83(1995)- 35 00 32.46958(N) 080 51 11.04077(W) AD( ) B FA4394 ELLIP H (09/11/96) 173.62 (m) GP( ) 4 1 FA4394 NAD 83(1986)- 35 00 32.48359(N) 080 51 11.05125(W) AD( ) 1 FA4394 NAVD 88 (07/02/01) 204.00 (m) 669.3 (f) LEVELING 3 FA4394 NGVD 29 (10/31/97) 204.2 (m) 670. (f) GPS OBS FA4394 FA4394.Superseded values are not recommended for survey control. FA4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA4394.See file dsdata.txt to determine how the superseded data were derived. FA4394 FA4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1340674053(NAD 83) FA4394_MARKER: DZ = AZIMUTH MARK DISK FA4394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA4394_STAMPING: STATE 1934 NO 1 1989 FA4394_MARK LOGO: NGS FA4394_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA4394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA4394+STABILITY: SURFACE MOTION FA4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA4394+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1999 FA4394 FA4394 HISTORY - Date Condition Report By FA4394 HISTORY - 1989 MONUMENTED SCGS FA4394 HISTORY - 19880804 GOOD NCGS FA4394 HISTORY - 19940502 GOOD NCGS FA4394 HISTORY - 19940502 GOOD NCGS FA4394 HISTORY - 19940804 GOOD NCGS FA4394 HISTORY - 19990324 GOOD USPSQD FA4394 HISTORY - 19990830 GOOD NCGS FA4394 HISTORY - 19991123 GOOD SCGS FA4394 FA4394 STATION DESCRIPTION FA4394 FA4394'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989 FA4394'STATION IS LOCATED 5.5 MILES EAST OF FORT MILL AND 0.5 MILE SOUTH OF FA4394'THE NORTH CAROLINA AND SOUTH CAROLINA STATE LINE ON U.S. HIGHWAY 521. FA4394'OWNERSHIP-SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, FA4394'COLUMBIA, SC 29202, PHONE 803-737-1314. FA4394'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 521 AND STATE FA4394'HIGHWAY 160 (5.2 MILES EAST OF FORT MILL), GO NORTH ON HIGHWAY 521 FA4394'FOR 0.45 MILE TO THE STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF FA4394'A DRIVEWAY TO A METAL SHED. FA4394'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND LEVEL WITH THE FA4394'HIGHWAY, 54.6 FEET EAST SOUTHEAST OF THE CENTER OF THE NORTHBOUND FA4394'LANES OF THE HIGHWAY, 15.0 FEET NORTH NORTHWEST OF THE CENTER OF THE FA4394'DRIVEWAY, 58.9 FEET NORTH OF A POWER POLE WITH A SCGS REFERENCE FA4394'WASHER ATTACHED, 78.9 FEET WEST OF THE SOUTHWEST CORNER OF THE METAL FA4394'SHED, 4.0 FEET SOUTHWEST OF A WITNESS POST. FA4394'RECOVERED BY D.D. WOODS. FA4394 FA4394 STATION RECOVERY (1988) FA4394 FA4394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS) FA4394'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF FORT MILL AND 0.5 MI FA4394'(0.8 KM) SOUTH OF THE NC/SC STATE LINE.$ALONG US 521 FOR 0.45 MI (0.72 FA4394'KM) FROM SC 160 (5.2 MI EAST OF FORT MILL), ON THE RIGHT, IN THE FA4394'NORTHEAST ANGLE OF A DRIVEWAY TO A METAL SHED.$MARK PROJECTS 3 INCHES FA4394'AND IS LEVEL WITH THE HIGHWAY. LOCATED 54.6 FT (16.6 M) EAST-SOUTHEAST FA4394'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.0 FT (4.6 M) FA4394'NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY, 78.9 FT (24.0 M) WEST FA4394'OF THE SOUTHWEST CORNER OF THE SHED, 4.0 FT (1.2 M) SOUTHWEST OF A FA4394'WITNESS POST, AND 58.9 FT (18.0 M) NORTH OF A POWER POLE WITH A FA4394'REFERENCE WASHER. FA4394 FA4394 STATION RECOVERY (1994) FA4394 FA4394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FA4394'RECOVERED AS DESCRIBED. FA4394 FA4394 STATION RECOVERY (1994) FA4394 FA4394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FA4394'RECOVERED AS DESCRIBED. FA4394 FA4394 STATION RECOVERY (1994) FA4394 FA4394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FA4394'RECOVERED AS DESCRIBED. FA4394 FA4394 STATION RECOVERY (1999) FA4394 FA4394'RECOVERY NOTE BY US POWER SQUADRON 1999 FA4394'RECOVERED IN GOOD CONDITION. FA4394 FA4394 STATION RECOVERY (1999) FA4394 FA4394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG) FA4394'RECOVERED AS DESCRIBED. FA4394 FA4394 STATION RECOVERY (1999) FA4394 FA4394'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) FA4394'STATION IS LOCATED 5.35 MILES (8.61 KM) EAST OF FORT MILL, 19.1 MILES FA4394'(30.7 KM) NORTH OF LANCASTER. OWNERSHIP--SCDOT, DIRECTOR OF FA4394'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FA4394'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY FA4394'521 (F.S. MCWHIRTER HIGHWAY) AND STATE HIGHWAY 160 (JOHN D. PATTERSON FA4394'HIGHWAY) , 5.2 MILES (8.4 KM) EAST OF FORT MILL, GO NORTH ON HIGHWAY FA4394'521 FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE RIGHT IN THE NORTHEAST FA4394'ANGLE OF A DRIVEWAY LEADING TO A BRICK BUILDING (INDIAN LAND ANIMAL FA4394'HOSPITAL) . STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND FA4394'LEVEL WITH THE HIGHWAY, 54.6 FEET (16.6 M) EAST SOUTHEAST OF THE FA4394'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.0 FEET (7.6 M) NORTH FA4394'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 16.9 FEET (5.2 M) WEST FA4394'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BASE OF THE SIGN FOR FA4394'THE HOSPITAL, 57.4 FEET (17.5 M) NORTH OF A POWER POLE WITH GUY WIRE FA4394'AND SECURITY LIGHT, 3.8 FEET (1.2 M) SOUTHWEST OF A WITNESS POST. FA4394'NOTE-STATION IS INTERVISIBLE WITH TRIANGULATION STATION STATE. FA4394'RECOVERED BY J.B. SMOAK.