1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2774 *********************************************************************** EC2774 HT_MOD - This is a Height Modernization Survey Station. EC2774 DESIGNATION - BAKE EC2774 PID - EC2774 EC2774 STATE/COUNTY- SC/GREENWOOD EC2774 USGS QUAD - DYSON (1971) EC2774 EC2774 *CURRENT SURVEY CONTROL EC2774 ___________________________________________________________________ EC2774* NAD 83(2001)- 34 11 46.07500(N) 081 58 55.18778(W) ADJUSTED EC2774* NAVD 88 - 160.36 (meters) 526.1 (feet) GPS OBS EC2774 ___________________________________________________________________ EC2774 X - 736,640.035 (meters) COMP EC2774 Y - -5,229,542.623 (meters) COMP EC2774 Z - 3,564,535.441 (meters) COMP EC2774 LAPLACE CORR- -2.08 (seconds) DEFLEC99 EC2774 ELLIP HEIGHT- 130.57 (meters) (03/13/03) GPS OBS EC2774 GEOID HEIGHT- -29.78 (meters) GEOID03 EC2774 EC2774 HORZ ORDER - FIRST EC2774 ELLP ORDER - FOURTH CLASS II EC2774 EC2774 EC2774.The horizontal coordinates were established by GPS observations EC2774.and adjusted by the National Geodetic Survey in March 2003. EC2774 EC2774.The orthometric height was determined by GPS observations and a EC2774.high-resolution geoid model using precise GPS observation and EC2774.processing techniques. EC2774 EC2774.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2774 EC2774.The Laplace correction was computed from DEFLEC99 derived deflections. EC2774 EC2774.The ellipsoidal height was determined by GPS observations EC2774.and is referenced to NAD 83. EC2774 EC2774.The geoid height was determined by GEOID03. EC2774 EC2774; North East Units Scale Factor Converg. EC2774;SPC SC - 262,456.865 519,103.714 MT 0.99983581 -0 32 39.9 EC2774;SPC SC - 861,078.95 1,703,096.17 iFT 0.99983581 -0 32 39.9 EC2774;UTM 17 - 3,784,338.842 409,522.051 MT 0.99970091 -0 33 07.0 EC2774 EC2774! - Elev Factor x Scale Factor = Combined Factor EC2774!SPC SC - 0.99997950 x 0.99983581 = 0.99981532 EC2774!UTM 17 - 0.99997950 x 0.99970091 = 0.99968042 EC2774 EC2774 SUPERSEDED SURVEY CONTROL EC2774 EC2774 NAD 83(1995)- 34 11 46.07470(N) 081 58 55.18744(W) AD( ) 1 EC2774 ELLIP H (12/20/99) 130.60 (m) GP( ) 4 1 EC2774 NAD 83(1986)- 34 11 46.08627(N) 081 58 55.18806(W) AD( ) 1 EC2774 EC2774.Superseded values are not recommended for survey control. EC2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2774.See file dsdata.txt to determine how the superseded data were derived. EC2774 EC2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0952284339(NAD 83) EC2774_MARKER: DH = HORIZONTAL CONTROL DISK EC2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2774_SP_SET: CONCRETE POST EC2774_STAMPING: BAKE 1990 EC2774_MARK LOGO: NGS EC2774_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2774+STABILITY: SURFACE MOTION EC2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2774+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 EC2774 EC2774 HISTORY - Date Condition Report By EC2774 HISTORY - 1990 MONUMENTED SCGS EC2774 HISTORY - 19910122 GOOD EC2774 HISTORY - 19980722 GOOD SCGS EC2774 HISTORY - 20000814 GOOD USPSQD EC2774 HISTORY - 20020128 GOOD NGS EC2774 HISTORY - 20050527 GOOD NEWBY EC2774 EC2774 STATION DESCRIPTION EC2774 EC2774'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC2774'STATION IS LOCATED 4.7 MI (7.6 KM) NORTH NORTHWEST OF DYSON, 3.8 MI EC2774'(6.1 KM) NORTHEAST OF NINETY SIX. OWNERSHIP--SCDHPT, DIRECTOR OF EC2774'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2774'803-737-1350. EC2774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 702 AND 34 EC2774'(0.9 MI NORTH OF DYSON), GO NORTH NORTHWEST ON HIGHWAY 702 FOR 3.3 MI EC2774'(5.3 KM) TO THE JUNCTION OF STATE ROAD 124 AND THE STATION ON THE EC2774'LEFT NEAR A NATURAL GAS MARKER IN THE WEST ANGLE OF THE JUNCTION. EC2774'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND IS LEVEL WITH THE EC2774'HIGHWAY, 28.0 FT (8.5 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 41.7 EC2774'FT (12.7 M) NORTH OF THE CENTER OF THE ROAD, 123.0 FT (37.5 M) EC2774'SOUTHEAST OF AN 8-INCH CEDAR TREE WITH A SCGS REFERENCE WASHER EC2774'ATTACHED, 12.2 FT (3.7 M) EAST OF A RAILROAD TIE FENCE POST WITH A EC2774'SCGS REFERENCE WASHER ATTACHED, 4.9 FT (1.5 M) NORTHEAST OF THE GAS EC2774'MARKER, 7.4 FT (2.3 M) EAST NORTHEAST OF A WITNESS POST. EC2774'DESCRIBED BY J.R. WERNER. EC2774 EC2774 STATION RECOVERY (1991) EC2774 EC2774'RECOVERED 1991 EC2774'RECOVERED IN GOOD CONDITION. EC2774 EC2774 STATION RECOVERY (1998) EC2774 EC2774'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) EC2774'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTH NORTHWEST OF DYSON, 2.8 EC2774'MILES (4.5 KM) NORTHEAST OF NINETY SIX, 10.3 MILES (16.6 KM) EAST OF EC2774'GREENWOOD. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX EC2774'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION EC2774'FROM THE JUNCTION OF STATE HIGHWAYS 702 AND 34, 0.9 MILE (1.4 KM) EC2774'NORTH OF DYSON, GO NORTH NORTHWEST ON HIGHWAY 702 FOR 3.3 MILES (5.3 EC2774'KM) TO THE STATION ON THE LEFT NEAR A NATURAL GAS MARKER IN THE WEST EC2774'ANGLE OF THE FORK JUNCTION LEFT OF STATE ROAD 124 (EDDY ROAD) . EC2774'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC2774'HIGHWAY, 28.0 FEET (8.5 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, EC2774'41.7 FEET (12.7 M) NORTH OF THE CENTER OF THE ROAD, 123.0 FEET (37.5 EC2774'M) SOUTHEAST OF A 0.8-FOOT CEDAR TREE WITH A SCGS REFERENCE WASHER EC2774'ATTACHED, 12.2 FEET (3.7 M) EAST OF A RAILROAD TIE FENCE POST WITH A EC2774'SCGS REFERENCE WASHER ATTACHED, 4.9 FEET (1.5 M) NORTHEAST OF THE GAS EC2774'MARKER, 7.4 FEET (2.3 M) EAST OF A WITNESS POST. RECOVERED BY C.J. EC2774'STONE. EC2774 EC2774 STATION RECOVERY (2000) EC2774 EC2774'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2774'RECOVERED IN GOOD CONDITION. EC2774 EC2774 STATION RECOVERY (2002) EC2774 EC2774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB) EC2774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2774 EC2774 STATION RECOVERY (2005) EC2774 EC2774'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) EC2774'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ED3408 *********************************************************************** ED3408 DESIGNATION - BELL ED3408 PID - ED3408 ED3408 STATE/COUNTY- SC/GREENWOOD ED3408 USGS QUAD - BRADLEY (1978) ED3408 ED3408 *CURRENT SURVEY CONTROL ED3408 ___________________________________________________________________ ED3408* NAD 83(2001)- 34 07 00.16774(N) 082 09 24.65551(W) ADJUSTED ED3408* NAVD 88 - 184.8 (meters) 606. (feet) GPS OBS ED3408 ___________________________________________________________________ ED3408 X - 721,355.122 (meters) COMP ED3408 Y - -5,236,686.273 (meters) COMP ED3408 Z - 3,557,259.002 (meters) COMP ED3408 LAPLACE CORR- -0.78 (seconds) DEFLEC99 ED3408 ELLIP HEIGHT- 154.94 (meters) (03/27/03) GPS OBS ED3408 GEOID HEIGHT- -29.42 (meters) GEOID03 ED3408 ED3408 HORZ ORDER - FIRST ED3408 ELLP ORDER - FOURTH CLASS II ED3408 ED3408 ED3408.The horizontal coordinates were established by GPS observations ED3408.and adjusted by the National Geodetic Survey in March 2003. ED3408 ED3408.The orthometric height was determined by GPS observations and a ED3408.high-resolution geoid model. ED3408 ED3408.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED3408 ED3408.The Laplace correction was computed from DEFLEC99 derived deflections. ED3408 ED3408.The ellipsoidal height was determined by GPS observations ED3408.and is referenced to NAD 83. ED3408 ED3408.The geoid height was determined by GEOID03. ED3408 ED3408; North East Units Scale Factor Converg. ED3408;SPC SC - 253,816.122 502,892.174 MT 0.99982405 -0 38 28.9 ED3408;SPC SC - 832,730.06 1,649,908.71 iFT 0.99982405 -0 38 28.9 ED3408;UTM 17 - 3,775,701.191 393,311.147 MT 0.99974031 -0 38 56.1 ED3408 ED3408! - Elev Factor x Scale Factor = Combined Factor ED3408!SPC SC - 0.99997568 x 0.99982405 = 0.99979973 ED3408!UTM 17 - 0.99997568 x 0.99974031 = 0.99971599 ED3408 ED3408 SUPERSEDED SURVEY CONTROL ED3408 ED3408 NAD 83(1995)- 34 07 00.16760(N) 082 09 24.65499(W) AD( ) 1 ED3408 ELLIP H (12/20/99) 154.95 (m) GP( ) 4 1 ED3408 NAD 83(1986)- 34 07 00.18015(N) 082 09 24.65486(W) AD( ) 1 ED3408 ED3408.Superseded values are not recommended for survey control. ED3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED3408.See file dsdata.txt to determine how the superseded data were derived. ED3408 ED3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9331175701(NAD 83) ED3408_MARKER: DH = HORIZONTAL CONTROL DISK ED3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED3408_SP_SET: CONCRETE POST ED3408_STAMPING: BELL 1990 ED3408_MARK LOGO: NGS ED3408_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT ED3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED3408+STABILITY: SURFACE MOTION ED3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED3408+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005 ED3408 ED3408 HISTORY - Date Condition Report By ED3408 HISTORY - 1990 MONUMENTED SCGS ED3408 HISTORY - 19910123 GOOD ED3408 HISTORY - 20000809 GOOD USPSQD ED3408 HISTORY - 20020128 GOOD NGS ED3408 HISTORY - 20050509 GOOD FRELAN ED3408 ED3408 STATION DESCRIPTION ED3408 ED3408'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 ED3408'STATION IS LOCATED 5.2 MI (8.4 KM) SOUTH OF GREENWOOD, 7.35 MI ED3408'(11.83 KM) NORTH NORTHWEST OF CALLISON. OWNERSHIP--STANLEY E. BELL, ED3408'ROUTE 1 708 ROCKHOUSE ROAD, GREENWOOD, SC 29646, PHONE 803-227-9491. ED3408'NOTE-CALL BEFORE OBSERVATIONS. ED3408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE ED3408'HIGHWAY 225 (3.45 MI SOUTH OF GREENWOOD), GO SOUTH SOUTHWEST ON ED3408'HIGHWAY 221 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF STATE ROAD 46, ED3408'TURN LEFT ON ROAD 46 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF STATE ED3408'ROAD 129, CONTINUE ON ROAD 46 FOR 0.95 MI (1.53 KM) TO THE STATION OF ED3408'THE RIGHT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF ED3408'A SAND DRIVE LEADING TO A MOBILE HOME. ED3408'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND IS 2.5 FT ED3408'(0.8 M) ABOVE THE ROAD, 55.3 FT (16.9 M) NORTH NORTHEAST OF THE ED3408'CENTER OF THE DRIVE, 44.8 FEET WEST NORTHWEST OF THE CENTER OF THE ED3408'ROAD, 22.5 FT (6.9 M) WEST SOUTHWEST OF A FENCE CORNER POST WITH A ED3408'SCGS REFERENCE WASHER ATTACHED, 11.4 FT (3.5 M) SOUTH SOUTHWEST OF A ED3408'FENCE LINE, 6.2 FT (1.9 M) NORTHWEST OF THE POWER POLE WITH A SCGS ED3408'REFERENCE WASHER ATTACHED, 23.1 FT (7.0 M) SOUTHEAST OF A FENCE POST ED3408'WITH A SCGS REFERENCE WASHER ATTACHED, 6.4 FT (2.0 M) NORTHWEST OF A ED3408'WITNESS POST. ED3408'DESCRIBED BY J.R. WERNER. ED3408 ED3408 STATION RECOVERY (1991) ED3408 ED3408'RECOVERED 1991 ED3408'RECOVERED IN GOOD CONDITION. ED3408 ED3408 STATION RECOVERY (2000) ED3408 ED3408'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) ED3408'RECOVERED IN GOOD CONDITION. ED3408 ED3408 STATION RECOVERY (2002) ED3408 ED3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB) ED3408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. ED3408 ED3408 STATION RECOVERY (2005) ED3408 ED3408'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS) ED3408'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2776 *********************************************************************** EC2776 DESIGNATION - BELLE RIVE EC2776 PID - EC2776 EC2776 STATE/COUNTY- SC/GREENWOOD EC2776 USGS QUAD - DYSON (1971) EC2776 EC2776 *CURRENT SURVEY CONTROL EC2776 ___________________________________________________________________ EC2776* NAD 83(2001)- 34 14 00.45920(N) 081 59 46.15881(W) ADJUSTED EC2776* NAVD 88 - 147.3 (meters) 483. (feet) GPS OBS EC2776 ___________________________________________________________________ EC2776 X - 735,021.952 (meters) COMP EC2776 Y - -5,227,407.693 (meters) COMP EC2776 Z - 3,567,952.025 (meters) COMP EC2776 LAPLACE CORR- -1.65 (seconds) DEFLEC99 EC2776 ELLIP HEIGHT- 117.01 (meters) (03/27/03) GPS OBS EC2776 GEOID HEIGHT- -29.86 (meters) GEOID03 EC2776 EC2776 HORZ ORDER - FIRST EC2776 ELLP ORDER - FOURTH CLASS II EC2776 EC2776 EC2776.The horizontal coordinates were established by GPS observations EC2776.and adjusted by the National Geodetic Survey in March 2003. EC2776 EC2776.The orthometric height was determined by GPS observations and a EC2776.high-resolution geoid model. EC2776 EC2776.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2776 EC2776.The Laplace correction was computed from DEFLEC99 derived deflections. EC2776 EC2776.The ellipsoidal height was determined by GPS observations EC2776.and is referenced to NAD 83. EC2776 EC2776.The geoid height was determined by GEOID03. EC2776 EC2776; North East Units Scale Factor Converg. EC2776;SPC SC - 266,609.253 517,838.866 MT 0.99984200 -0 33 08.2 EC2776;SPC SC - 874,702.27 1,698,946.41 iFT 0.99984200 -0 33 08.2 EC2776;UTM 17 - 3,788,490.837 408,257.944 MT 0.99970375 -0 33 37.6 EC2776 EC2776! - Elev Factor x Scale Factor = Combined Factor EC2776!SPC SC - 0.99998163 x 0.99984200 = 0.99982363 EC2776!UTM 17 - 0.99998163 x 0.99970375 = 0.99968539 EC2776 EC2776 SUPERSEDED SURVEY CONTROL EC2776 EC2776 NAD 83(1995)- 34 14 00.45898(N) 081 59 46.15841(W) AD( ) 1 EC2776 ELLIP H (12/20/99) 117.03 (m) GP( ) 4 1 EC2776 NAD 83(1986)- 34 14 00.47030(N) 081 59 46.15863(W) AD( ) 1 EC2776 EC2776.Superseded values are not recommended for survey control. EC2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2776.See file dsdata.txt to determine how the superseded data were derived. EC2776 EC2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0825888491(NAD 83) EC2776_MARKER: DH = HORIZONTAL CONTROL DISK EC2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2776_SP_SET: CONCRETE POST EC2776_STAMPING: BELLE RIVE 1990 EC2776_MARK LOGO: NGS EC2776_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2776+STABILITY: SURFACE MOTION EC2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2776+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 EC2776 EC2776 HISTORY - Date Condition Report By EC2776 HISTORY - 1990 MONUMENTED SCGS EC2776 HISTORY - 19910124 GOOD EC2776 HISTORY - 20000814 GOOD USPSQD EC2776 HISTORY - 20020128 GOOD NGS EC2776 HISTORY - 20050527 GOOD NEWBY EC2776 EC2776 STATION DESCRIPTION EC2776 EC2776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC2776'STATION IS LOCATED 4.2 MI (6.8 KM) NORTHEAST OF NINETY SIX, 5.0 MILES EC2776'SOUTH SOUTHWEST OF CROSS HILL. OWNERSHIP--SCDHPT, DIRECTOR OF EC2776'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2776'803-737-1350. EC2776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 246 AND 702 EC2776'(3.2 MI NORTH OF NINETY SIX), GO SOUTH SOUTHEAST ON HIGHWAY 702 FOR EC2776'1.75 MI (2.82 KM) TO THE JUNCTION OF STATE ROAD 397 (WATTS BRIDGE EC2776'ROAD), TURN LEFT ON ROAD 397 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF A EC2776'PAVED ROAD RIGHT (ENTRANCE TO BELLE RIVE SUBDIVISION) AND THE STATION EC2776'NEAR A WIRE FENCE LINE IN THE SOUTHEAST ANGLE OF THE JUNCTION. EC2776'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC2776'ROADS, 32.6 FT (9.9 M) SOUTHEAST OF THE CENTER ROAD 397, 56.3 FT EC2776'(17.2 M) SOUTHWEST OF THE CENTER OF THE ROAD TO THE SUBDIVISION, 8.8 EC2776'FT (2.7 M) NORTH NORTHEAST OF A FENCE POST WITH A SCGS REFERENCE EC2776'WASHER ATTACHED, 17.1 FT (5.2 M) SOUTH OF A FIRE HYDRANT, 2.4 FT EC2776'(0.7 M) WEST OF A WITNESS POST. EC2776'DESCRIBED BY T. HALL. EC2776 EC2776 STATION RECOVERY (1991) EC2776 EC2776'RECOVERED 1991 EC2776'RECOVERED IN GOOD CONDITION. EC2776 EC2776 STATION RECOVERY (2000) EC2776 EC2776'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2776'RECOVERED IN GOOD CONDITION. EC2776 EC2776 STATION RECOVERY (2002) EC2776 EC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB) EC2776'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2776 EC2776 STATION RECOVERY (2005) EC2776 EC2776'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) EC2776'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2779 *********************************************************************** EC2779 HT_MOD - This is a Height Modernization Survey Station. EC2779 DESIGNATION - BUZZARD EC2779 PID - EC2779 EC2779 STATE/COUNTY- SC/GREENWOOD EC2779 USGS QUAD - DYSON (1971) EC2779 EC2779 *CURRENT SURVEY CONTROL EC2779 ___________________________________________________________________ EC2779* NAD 83(2001)- 34 10 08.05467(N) 081 54 38.75751(W) ADJUSTED EC2779* NAVD 88 - 137.98 (meters) 452.7 (feet) GPS OBS EC2779 ___________________________________________________________________ EC2779 X - 743,377.049 (meters) COMP EC2779 Y - -5,230,284.443 (meters) COMP EC2779 Z - 3,562,024.268 (meters) COMP EC2779 LAPLACE CORR- -2.76 (seconds) DEFLEC99 EC2779 ELLIP HEIGHT- 108.14 (meters) (03/13/03) GPS OBS EC2779 GEOID HEIGHT- -29.83 (meters) GEOID03 EC2779 EC2779 HORZ ORDER - FIRST EC2779 ELLP ORDER - FOURTH CLASS II EC2779 EC2779 EC2779.The horizontal coordinates were established by GPS observations EC2779.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. EC2779 EC2779.The orthometric height was determined by GPS observations and a EC2779.high-resolution geoid model using precise GPS observation and EC2779.processing techniques. EC2779 EC2779.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2779 EC2779.The Laplace correction was computed from DEFLEC99 derived deflections. EC2779 EC2779.The ellipsoidal height was determined by GPS observations EC2779.and is referenced to NAD 83. EC2779 EC2779.The geoid height was determined by GEOID03. EC2779 EC2779; North East Units Scale Factor Converg. EC2779;SPC SC - 259,377.103 525,641.213 MT 0.99983156 -0 30 17.7 EC2779;SPC SC - 850,974.75 1,724,544.66 iFT 0.99983156 -0 30 17.7 EC2779;UTM 17 - 3,781,258.705 416,058.255 MT 0.99968686 -0 30 41.6 EC2779 EC2779! - Elev Factor x Scale Factor = Combined Factor EC2779!SPC SC - 0.99998302 x 0.99983156 = 0.99981459 EC2779!UTM 17 - 0.99998302 x 0.99968686 = 0.99966989 EC2779 EC2779 SUPERSEDED SURVEY CONTROL EC2779 EC2779 NAD 83(2001)- 34 10 08.05467(N) 081 54 38.75848(W) AD( ) 1 EC2779 NAD 83(1995)- 34 10 08.05480(N) 081 54 38.75836(W) AD( ) 1 EC2779 ELLIP H (12/20/99) 108.16 (m) GP( ) 4 1 EC2779 NAD 83(1986)- 34 10 08.06636(N) 081 54 38.75865(W) AD( ) 1 EC2779 EC2779.Superseded values are not recommended for survey control. EC2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2779.See file dsdata.txt to determine how the superseded data were derived. EC2779 EC2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1605881259(NAD 83) EC2779_MARKER: DH = HORIZONTAL CONTROL DISK EC2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2779_SP_SET: CONCRETE POST EC2779_STAMPING: BUZZARD 1990 EC2779_MARK LOGO: NGS EC2779_PROJECTION: FLUSH EC2779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2779+STABILITY: SURFACE MOTION EC2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2779+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003 EC2779 EC2779 HISTORY - Date Condition Report By EC2779 HISTORY - 1990 MONUMENTED SCGS EC2779 HISTORY - 19910122 GOOD EC2779 HISTORY - 19980722 GOOD SCGS EC2779 HISTORY - 20000814 GOOD USPSQD EC2779 HISTORY - 20020128 GOOD NGS EC2779 HISTORY - 20031208 GOOD SCGS EC2779 EC2779 STATION DESCRIPTION EC2779 EC2779'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC2779'STATION IS LOCATED 1.3 MI (2.1 KM) NORTHEAST OF DYSON. EC2779'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC2779'COLUMBIA, SC 29202, PHONE 803-737-1350. EC2779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 702 AND 34 EC2779'(0.9 MI NORTH OF DYSON), GO EAST SOUTHEAST ON HIGHWAY 34 FOR 1.35 MI EC2779'(2.17 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE EC2779'NORTHWEST ANGLE OF THE JUNCTION OF A PAVED ENTRANCE DRIVE TO THE EC2779'BUZZARD DUKE POWER COMPANY. EC2779'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND IS LEVEL WITH THE EC2779'DRIVE, 136.7 FT (41.7 M) NORTH NORTHEAST OF THE CENTER OF THE EC2779'HIGHWAY, 76.8 FT (23.4 M) WEST NORTHWEST OF THE CENTER OF THE DRIVE, EC2779'154.7 FT (47.2 M) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN EC2779'LINK FENCE THAT SURROUNDS THE POWER PLANT, 64.8 FT (19.8 M) SOUTHEAST EC2779'OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS A EC2779'NATURAL GAS STATION, 8.0 FT (2.4 M) NORTH NORTHWEST OF THE POWER POLE EC2779'NUMBER 4/10 WITH A SCGS REFERENCE WASHER ATTACHED, 8.5 FT (2.6 M) EC2779'NORTH NORTHWEST OF A WITNESS POST. EC2779'DESCRIBED BY J.R. WERNER. EC2779 EC2779 STATION RECOVERY (1991) EC2779 EC2779'RECOVERED 1991 EC2779'RECOVERED IN GOOD CONDITION. EC2779 EC2779 STATION RECOVERY (1998) EC2779 EC2779'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) EC2779'STATION IS LOCATED 2.6 MILES (4.2 KM) WEST SOUTHWEST OF DYSON, 14.45 EC2779'MILES (23.25 KM) WEST NORTHWEST OF GREENWOOD. OWNERSHIP--SCDOT, EC2779'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2779'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC2779'HIGHWAYS 702 AND 34, 0.9 MILE (1.4 KM) NORTH OF DYSON, GO EAST EC2779'SOUTHEAST ON HIGHWAY 34 FOR 1.35 MILES (2.17 KM) TO THE STATION ON THE EC2779'LEFT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF A EC2779'PAVED ENTRANCE DRIVE TO THE BUZZARD DUKE POWER COMPANY. STATION IS A EC2779'CONCRETE POST FLUSH WITH THE GROUND AND IS LEVEL WITH THE DRIVE, 136.7 EC2779'FEET (41.7 M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 76.8 FEET EC2779'(23.4 M) WEST NORTHWEST OF THE CENTER OF THE DRIVE, 154.7 FEET (47.2 EC2779'M) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE THAT EC2779'SURROUNDS THE POWER PLANT, 64.8 FEET (19.8 M) SOUTHEAST OF THE EC2779'SOUTHEAST CORNER OF A CHAIN LINK FENCE THAT SURROUNDS A NATURAL GAS EC2779'STATION, 8.0 FEET (2.4 M) NORTH NORTHWEST OF THE POWER POLE NUMBER EC2779'4/10 WITH A SCGS REFERENCE WASHER ATTACHED, 8.5 FEET (2.6 M) NORTH EC2779'NORTHWEST OF A WITNESS POST. RECOVERED BY C.J. STONE. EC2779 EC2779 STATION RECOVERY (2000) EC2779 EC2779'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2779'RECOVERED IN GOOD CONDITION. EC2779 EC2779 STATION RECOVERY (2002) EC2779 EC2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB) EC2779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2779 EC2779 STATION RECOVERY (2003) EC2779 EC2779'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) EC2779'STATION IS LOCATED 2.6 MILES WEST SOUTHWEST OF CHAPPELLS, 14.5 MILES EC2779'EAST OF GREENWOOD. OWNERSHIP--POWER LINE RIGHT OF WAY. TO REACH THE EC2779'STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 702, 3.8 MILES WEST EC2779'OF CHAPPELLS, GO EAST SOUTHEAST ON HIGHWAY 34 FOR 1.35 MILES TO THE EC2779'STATION ON THE LEFT NEAR A POWER POLE IN THE NORTHWEST ANGLE OF A EC2779'PAVED ENTRANCE TO THE DUKE POWER BUZZARD ROOST STATION COMBUSTION EC2779'TURBINE SITE NUMBER 7705. STATION IS A CONCRETE POST FLUSH WITH THE EC2779'GROUND AND 1.5 FEET ABOVE THE ENTRANCE DRIVE, 137.0 FEET NORTH EC2779'NORTHEAST OF THE CENTER OF THE HIGHWAY, 76.6 FEET WEST NORTHWEST OF EC2779'THE CENTER OF THE ENTRANCE DRIVE, 7.7 FEET NORTH NORTHWEST OF THE EC2779'POWER POLE NUMBER 10/10 WITH A SCGS REFERENCE WASHER ATTACHED, 64.8 EC2779'FEET SOUTH SOUTHEAST OF THE SOUTH CORNER OF A CHAIN LINK FENCE EC2779'SURROUNDING A NATURAL GAS STATION, 84.8 FEET SOUTHWEST OF A POWER POLE EC2779'WITH TWO GUY WIRES, 8.1 FEET NORTH NORTHWEST OF A WITNESS POST. EC2779'RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2781 *********************************************************************** EC2781 HT_MOD - This is a Height Modernization Survey Station. EC2781 DESIGNATION - CELEST EC2781 PID - EC2781 EC2781 STATE/COUNTY- SC/GREENWOOD EC2781 USGS QUAD - DYSON (1971) EC2781 EC2781 *CURRENT SURVEY CONTROL EC2781 ___________________________________________________________________ EC2781* NAD 83(2001)- 34 12 54.60135(N) 081 58 37.53598(W) ADJUSTED EC2781* NAVD 88 - 139.47 (meters) 457.6 (feet) GPS OBS EC2781 ___________________________________________________________________ EC2781 X - 736,919.478 (meters) COMP EC2781 Y - -5,228,287.006 (meters) COMP EC2781 Z - 3,566,269.957 (meters) COMP EC2781 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EC2781 ELLIP HEIGHT- 109.63 (meters) (03/13/03) GPS OBS EC2781 GEOID HEIGHT- -29.83 (meters) GEOID03 EC2781 EC2781 HORZ ORDER - FIRST EC2781 ELLP ORDER - FOURTH CLASS II EC2781 EC2781 EC2781.The horizontal coordinates were established by GPS observations EC2781.and adjusted by the National Geodetic Survey in March 2003. EC2781 EC2781.The orthometric height was determined by GPS observations and a EC2781.high-resolution geoid model using precise GPS observation and EC2781.processing techniques. EC2781 EC2781.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2781 EC2781.The Laplace correction was computed from DEFLEC99 derived deflections. EC2781 EC2781.The ellipsoidal height was determined by GPS observations EC2781.and is referenced to NAD 83. EC2781 EC2781.The geoid height was determined by GEOID03. EC2781 EC2781; North East Units Scale Factor Converg. EC2781;SPC SC - 264,563.633 519,575.523 MT 0.99983891 -0 32 30.1 EC2781;SPC SC - 867,990.92 1,704,644.10 iFT 0.99983891 -0 32 30.1 EC2781;UTM 17 - 3,786,445.259 409,994.076 MT 0.99969986 -0 32 58.1 EC2781 EC2781! - Elev Factor x Scale Factor = Combined Factor EC2781!SPC SC - 0.99998279 x 0.99983891 = 0.99982170 EC2781!UTM 17 - 0.99998279 x 0.99969986 = 0.99968266 EC2781 EC2781 SUPERSEDED SURVEY CONTROL EC2781 EC2781 NAD 83(1995)- 34 12 54.60104(N) 081 58 37.53557(W) AD( ) 1 EC2781 ELLIP H (12/20/99) 109.64 (m) GP( ) 4 1 EC2781 NAD 83(1986)- 34 12 54.61240(N) 081 58 37.53578(W) AD( ) 1 EC2781 EC2781.Superseded values are not recommended for survey control. EC2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2781.See file dsdata.txt to determine how the superseded data were derived. EC2781 EC2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0999486445(NAD 83) EC2781_MARKER: DH = HORIZONTAL CONTROL DISK EC2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2781_SP_SET: CONCRETE POST EC2781_STAMPING: CELEST 1990 EC2781_MARK LOGO: NGS EC2781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2781+STABILITY: SURFACE MOTION EC2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2781+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 EC2781 EC2781 HISTORY - Date Condition Report By EC2781 HISTORY - 1990 MONUMENTED SCGS EC2781 HISTORY - 19910124 GOOD EC2781 HISTORY - 19980722 GOOD SCGS EC2781 HISTORY - 20000901 GOOD USPSQD EC2781 HISTORY - 20010331 GOOD NGS EC2781 HISTORY - 20050527 GOOD NEWBY EC2781 EC2781 STATION DESCRIPTION EC2781 EC2781'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC2781'STATION IS LOCATED 4.6 MI (7.4 KM) NORTHWEST OF DYSON, 7.3 MI EC2781'(11.7 KM) EAST SOUTHEAST OF CORONACA. OWNERSHIP--CELEST STEPHENS, EC2781'ROUTE 3 BOX 88F, NINETY SIX, SC 29666, PHONE 803-543-3618. NOTE-CALL EC2781'BEFORE OBSERVATIONS. EC2781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 246 AND 702 EC2781'(4.3 MI SOUTHEAST OF CORONACA), GO SOUTHEAST ON HIGHWAY 702 FOR 2.4 EC2781'MI (3.9 KM) TO THE JUNCTION OF STATE ROAD 130 (FRAZIER ROAD), TURN EC2781'LEFT ON ROAD 130 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A PAVED ROAD EC2781'(SUMMERS ROAD), TURN LEFT ON SUMMERS ROAD FOR 0.55 MI (0.89 KM) TO EC2781'THE JUNCTION OF A PAVED ROAD (SUMMER PLACE), TURN RIGHT ON SUMMER EC2781'PLACE FOR 0.35 MI (0.56 KM) TO THE END OF THE ROAD AND THE STATION EC2781'NEAR THE NORTHEAST CORNER OF A PARKING AREA. EC2781'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND IS LEVEL WITH THE EC2781'PARKING AREA, 121.2 FT (36.9 M) EAST NORTHEAST OF THE NORTHEAST EC2781'CORNER OF A SMALL BRICK BUILDING ON THE SOUTH SIDE OF THE PARKING EC2781'AREA, 75.2 FT (22.9 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK EC2781'HOUSE, 46.8 FT (14.3 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A EC2781'CHIMNEY ON THE EAST SIDE OF THE BRICK HOUSE, 107.4 FT (32.7 M) WEST EC2781'SOUTHWEST OF A 16-INCH PINE TREE WITH A SCGS REFERENCE WASHER EC2781'ATTACHED, 121.9 FT (37.2 M) NORTH OF A POWER POLE WITH A GUY WIRE AND EC2781'A SCGS REFERENCE WASHER ATTACHED, 108.7 FT (33.1 M) NORTHWEST OF A EC2781'10-INCH CEDAR TREE WITH A SCGS REFERENCE WASHER ATTACHED. EC2781'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS. EC2781'DESCRIBED BY J.R. WERNER. EC2781 EC2781 STATION RECOVERY (1991) EC2781 EC2781'RECOVERED 1991 EC2781'RECOVERED IN GOOD CONDITION. EC2781 EC2781 STATION RECOVERY (1998) EC2781 EC2781'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) EC2781'STATION IS LOCATED 4.6 MI (7.4 KM) NORTHWEST OF DYSON, 3.85 MILES EC2781'(6.20 KM) NORTHEAST OF NINETY SIX, 10.6 MILES (17.1 KM) EAST NORTHEAST EC2781'OF GREENWOOD, 7.3 MI (11.7 KM) EAST SOUTHEAST OF CORONACA. EC2781'OWNERSHIP--CELEST STEPHENS, ROUTE 3 BOX 88F, NINETY SIX, SC 29666, EC2781'PHONE 864-543-3618. NOTE-CALL BEFORE OBSERVATIONS. TO REACH THE EC2781'STATION FROM THE JUNCTION OF STATE HIGHWAYS 246 AND 702, 4.3 MILES EC2781'(6.9 KM) SOUTHEAST OF CORONACA, GO SOUTHEAST ON HIGHWAY 702 FOR 2.4 EC2781'MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 130 (FRAZIER ROAD) , TURN EC2781'LEFT ON ROAD 130 FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF A PAVED ROAD EC2781'(SUMMER ROAD) , TURN LEFT ON SUMMER ROAD FOR 0.55 MILE (0.89 KM) TO EC2781'THE JUNCTION OF A PAVED ROAD (SUMMER PLACE) , TURN RIGHT ON SUMMER EC2781'PLACE FOR 0.35 MILE (0.56 KM) TO THE END OF THE ROAD AND THE STATION EC2781'NEAR THE NORTHEAST CORNER OF A PARKING AREA. STATION IS A CONCRETE EC2781'POST FLUSH WITH THE GROUND AND IS LEVEL WITH THE PARKING AREA, 121.2 EC2781'FEET (36.9 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BRICK EC2781'BUILDING ON THE SOUTH SIDE OF THE PARKING AREA, 75.2 FEET (22.9 M) EC2781'SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 46.8 FEET (14.3 M) EC2781'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A CHIMNEY ON THE EAST SIDE EC2781'OF THE BRICK HOUSE, 107.4 FEET (32.7 M) WEST SOUTHWEST OF A 1.2-FOOT EC2781'PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 121.9 FEET (37.2 M) EC2781'NORTH OF A POWER POLE WITH A GUY WIRE AND A SCGS REFERENCE WASHER EC2781'ATTACHED, 108.7 FEET (33.1 M) NORTHWEST OF A 0.8-FOOT CEDAR TREE WITH EC2781'A SCGS REFERENCE WASHER ATTACHED, 12.1 FEET (3.7 M) NORTHWEST OF A EC2781'CHAIN LINK FENCE END POST AND AN IRON PROPERTY CORNER MARKER. EC2781'NOTE-MARGINAL GPS SITE. RECOVERED BY C.J. STONE. EC2781 EC2781 STATION RECOVERY (2000) EC2781 EC2781'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2781'RECOVERED IN GOOD CONDITION. EC2781 EC2781 STATION RECOVERY (2001) EC2781 EC2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EC2781'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2781 EC2781 STATION RECOVERY (2005) EC2781 EC2781'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) EC2781'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2793 *********************************************************************** EC2793 HT_MOD - This is a Height Modernization Survey Station. EC2793 DESIGNATION - K K HUNT EC2793 PID - EC2793 EC2793 STATE/COUNTY- SC/GREENWOOD EC2793 USGS QUAD - GOOD HOPE (1971) EC2793 EC2793 *CURRENT SURVEY CONTROL EC2793 ___________________________________________________________________ EC2793* NAD 83(2001)- 34 07 14.12865(N) 081 53 31.18811(W) ADJUSTED EC2793* NAVD 88 - 146.37 (meters) 480.2 (feet) GPS OBS EC2793 ___________________________________________________________________ EC2793 X - 745,515.615 (meters) COMP EC2793 Y - -5,233,025.542 (meters) COMP EC2793 Z - 3,557,593.632 (meters) COMP EC2793 LAPLACE CORR- -2.94 (seconds) DEFLEC99 EC2793 ELLIP HEIGHT- 116.60 (meters) (03/13/03) GPS OBS EC2793 GEOID HEIGHT- -29.77 (meters) GEOID03 EC2793 EC2793 HORZ ORDER - FIRST EC2793 ELLP ORDER - FOURTH CLASS II EC2793 EC2793 EC2793.The horizontal coordinates were established by GPS observations EC2793.and adjusted by the National Geodetic Survey in March 2003. EC2793 EC2793.The orthometric height was determined by GPS observations and a EC2793.high-resolution geoid model using precise GPS observation and EC2793.processing techniques. EC2793 EC2793.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2793 EC2793.The Laplace correction was computed from DEFLEC99 derived deflections. EC2793 EC2793.The ellipsoidal height was determined by GPS observations EC2793.and is referenced to NAD 83. EC2793 EC2793.The geoid height was determined by GEOID03. EC2793 EC2793; North East Units Scale Factor Converg. EC2793;SPC SC - 254,004.038 527,325.165 MT 0.99982457 -0 29 40.3 EC2793;SPC SC - 833,346.58 1,730,069.44 iFT 0.99982457 -0 29 40.3 EC2793;UTM 17 - 3,775,886.224 417,741.382 MT 0.99968341 -0 30 01.4 EC2793 EC2793! - Elev Factor x Scale Factor = Combined Factor EC2793!SPC SC - 0.99998170 x 0.99982457 = 0.99980627 EC2793!UTM 17 - 0.99998170 x 0.99968341 = 0.99966511 EC2793 EC2793 SUPERSEDED SURVEY CONTROL EC2793 EC2793 NAD 83(1995)- 34 07 14.12833(N) 081 53 31.18788(W) AD( ) 1 EC2793 ELLIP H (12/20/99) 116.58 (m) GP( ) 4 1 EC2793 NAD 83(1986)- 34 07 14.13999(N) 081 53 31.18856(W) AD( ) 1 EC2793 EC2793.Superseded values are not recommended for survey control. EC2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2793.See file dsdata.txt to determine how the superseded data were derived. EC2793 EC2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1774175886(NAD 83) EC2793_MARKER: DH = HORIZONTAL CONTROL DISK EC2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2793_SP_SET: CONCRETE POST EC2793_STAMPING: K K HUNT 1990 EC2793_MARK LOGO: NGS EC2793_PROJECTION: PROJECTING 5 CENTIMETERS EC2793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2793+STABILITY: SURFACE MOTION EC2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EC2793+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003 EC2793 EC2793 HISTORY - Date Condition Report By EC2793 HISTORY - 1990 MONUMENTED SCGS EC2793 HISTORY - 19910122 GOOD EC2793 HISTORY - 19980722 GOOD SCGS EC2793 HISTORY - 20000901 GOOD USPSQD EC2793 HISTORY - 20010331 GOOD NGS EC2793 HISTORY - 20031027 GOOD SCGS EC2793 EC2793 STATION DESCRIPTION EC2793 EC2793'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC2793'STATION IS LOCATED 7.6 MI (12.2 KM) SOUTHEAST OF DYSON, 6.85 MI EC2793'(11.02 KM) NORTH OF GOOD HOPE. OWNERSHIP--SCDHPT, DIRECTOR OF EC2793'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2793'803-737-1350. EC2793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 702 AND 34 EC2793'(0.9 MI NORTH OF DYSON), GO SOUTH SOUTHEAST ON HIGHWAY 702 FOR 4.0 MI EC2793'(6.4 KM) TO THE JUNCTION OF STATE ROADS 132 (ALLS ROAD) AND 103, EC2793'CONTINUE ON HIGHWAY 702 FOR 0.85 MI (1.37 KM) TO THE STATION ON THE EC2793'RIGHT IN THE VEE OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH EC2793'SOUTHWEST. EC2793'STATION IS A CONCRETE POST PROJECTING 3-INCHES AND IS 2.0 FT (0.6 M) EC2793'ABOVE THE HIGHWAY, 27.3 FT (8.3 M) NORTH NORTHEAST OF THE EAST POST EC2793'SUPPORTING A STEEL GATE, 29.5 FT (9.0 M) WEST OF THE CENTER OF THE EC2793'HIGHWAY, 98.2 FT (29.9 M) SOUTH SOUTHEAST OF A 10-INCH OAK TREE WITH EC2793'A NO TRESPASSING SIGN AND A SCGS REFERENCE WASHER ATTACHED, 20.8 FT EC2793'(6.3 M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 2.7 FT (0.8 M) EC2793'NORTH NORTHWEST OF A WITNESS POST. EC2793'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS. EC2793'DESCRIBED BY J.R. WERNER. EC2793 EC2793 STATION RECOVERY (1991) EC2793 EC2793'RECOVERED 1991 EC2793'RECOVERED IN GOOD CONDITION. EC2793 EC2793 STATION RECOVERY (1998) EC2793 EC2793'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) EC2793'STATION IS LOCATED 4.25 MILES (6.84 KM) SOUTH SOUTHWEST OF CHAPPELLS, EC2793'16.3 MILES (26.2 KM) EAST SOUTHEAST OF GREENWOOD. OWNERSHIP--SCDOT, EC2793'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2793'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC2793'HIGHWAYS 702 AND 34, 0.95 MILE (1.53 KM) NORTH OF DYSON, GO SOUTH EC2793'SOUTHEAST ON HIGHWAY 702 FOR 4.0 MILES (6.4 KM) TO THE FORK JUNCTION EC2793'RIGHT OF STATE ROAD 103 (CLAY PITT ROAD) AND A REVERSE FORK RIGHT OF EC2793'STATE ROAD 132 (AULL MILL ROAD) , CONTINUE ON HIGHWAY 702 FOR 0.85 EC2793'MILE (1.37 KM) TO THE STATION ON THE RIGHT IN THE SOUTH ANGLE OF THE EC2793'JUNCTION OF A GATED CLAY FORK ROAD RIGHT. STATION IS A CONCRETE POST EC2793'PROJECTING 0.2 FOOT (6.1 CM) AND 2.5 FEET (0.8 M) ABOVE THE HIGHWAY, EC2793'29.5 FEET (9.0 M) WEST OF THE CENTER OF THE HIGHWAY, 22.7 FEET (6.9 M) EC2793'EAST OF THE CENTER OF THE CLAY ROAD, 40.1 FEET (12.2 M) EAST NORTHEAST EC2793'OF THE WEST METAL GATE POST, 2.9 FEET (0.9 M) NORTH NORTHWEST OF A EC2793'WITNESS POST. DESCRIBED BY C.J. STONE. EC2793 EC2793 STATION RECOVERY (2000) EC2793 EC2793'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2793'RECOVERED IN GOOD CONDITION. EC2793 EC2793 STATION RECOVERY (2001) EC2793 EC2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EC2793'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2793 EC2793 STATION RECOVERY (2003) EC2793 EC2793'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) EC2793'STATION IS LOCATED 4.3 MILES SOUTH SOUTHWEST OF CHAPPELLS, 16.3 MILES EC2793'EAST SOUTHEAST OF GREENWOOD. OWNERSHIP--SCDOT, DIRECTOR OF EC2793'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC2793'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS EC2793'702 AND 34, 3.8 MILES WEST OF CHAPPELLS, GO SOUTH SOUTHEAST ON EC2793'HIGHWAY 702 FOR 4.0 MILES TO THE FORK JUNCTION OF STATE ROAD 103 EC2793'(CLAY PITT ROAD) AND REVERSE FORK RIGHT OF STATE ROAD 132 (AULL MILL EC2793'ROAD), CONTINUE ON HIGHWAY 702 FOR 0.85 MILE TO THE STATION ON THE EC2793'RIGHT IN THE SOUTH ANGLE OF A GATED CLAY FORK ROAD RIGHT. STATION IS EC2793'A CONCRETE POST PROJECTING 0.2 FOOT AND 2.5 FEET ABOVE THE HIGHWAY, EC2793'29.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 21.6 FEET EAST OF THE EC2793'CENTER OF THE GATED ROAD, 40.0 FEET EAST NORTHEAST OF THE WEST METAL EC2793'GATE POST, 1.4 FEET EAST NORTHEAST OF A WITNESS POST. RECOVERED BY EC2793'J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ED3449 *********************************************************************** ED3449 DESIGNATION - RABBIT ED3449 PID - ED3449 ED3449 STATE/COUNTY- SC/GREENWOOD ED3449 USGS QUAD - NINETY SIX (1978) ED3449 ED3449 *CURRENT SURVEY CONTROL ED3449 ___________________________________________________________________ ED3449* NAD 83(2001)- 34 12 42.14870(N) 082 00 37.59454(W) ADJUSTED ED3449* NAVD 88 - 168.5 (meters) 553. (feet) GPS OBS ED3449 ___________________________________________________________________ ED3449 X - 733,909.460 (meters) COMP ED3449 Y - -5,228,952.195 (meters) COMP ED3449 Z - 3,565,968.776 (meters) COMP ED3449 LAPLACE CORR- -1.62 (seconds) DEFLEC99 ED3449 ELLIP HEIGHT- 138.31 (meters) (03/27/03) GPS OBS ED3449 GEOID HEIGHT- -29.79 (meters) GEOID03 ED3449 ED3449 HORZ ORDER - FIRST ED3449 ELLP ORDER - FOURTH CLASS II ED3449 ED3449 ED3449.The horizontal coordinates were established by GPS observations ED3449.and adjusted by the National Geodetic Survey in March 2003. ED3449 ED3449.The orthometric height was determined by GPS observations and a ED3449.high-resolution geoid model. ED3449 ED3449.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED3449 ED3449.The Laplace correction was computed from DEFLEC99 derived deflections. ED3449 ED3449.The ellipsoidal height was determined by GPS observations ED3449.and is referenced to NAD 83. ED3449 ED3449.The geoid height was determined by GEOID03. ED3449 ED3449; North East Units Scale Factor Converg. ED3449;SPC SC - 264,209.558 516,499.204 MT 0.99983834 -0 33 36.7 ED3449;SPC SC - 866,829.26 1,694,551.19 iFT 0.99983834 -0 33 36.7 ED3449;UTM 17 - 3,786,091.654 406,918.125 MT 0.99970680 -0 34 05.4 ED3449 ED3449! - Elev Factor x Scale Factor = Combined Factor ED3449!SPC SC - 0.99997829 x 0.99983834 = 0.99981663 ED3449!UTM 17 - 0.99997829 x 0.99970680 = 0.99968509 ED3449 ED3449 SUPERSEDED SURVEY CONTROL ED3449 ED3449 NAD 83(1995)- 34 12 42.14849(N) 082 00 37.59435(W) AD( ) 1 ED3449 ELLIP H (12/20/99) 138.33 (m) GP( ) 4 1 ED3449 NAD 83(1986)- 34 12 42.15980(N) 082 00 37.59458(W) AD( ) 1 ED3449 ED3449.Superseded values are not recommended for survey control. ED3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED3449.See file dsdata.txt to determine how the superseded data were derived. ED3449 ED3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0691886092(NAD 83) ED3449_MARKER: DH = HORIZONTAL CONTROL DISK ED3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED3449_SP_SET: CONCRETE POST ED3449_STAMPING: RABBIT 1990 ED3449_MARK LOGO: NGS ED3449_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT ED3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED3449+STABILITY: SURFACE MOTION ED3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED3449+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 ED3449 ED3449 HISTORY - Date Condition Report By ED3449 HISTORY - 1990 MONUMENTED SCGS ED3449 HISTORY - 19910124 GOOD ED3449 HISTORY - 20000901 GOOD USPSQD ED3449 HISTORY - 20010331 GOOD NGS ED3449 HISTORY - 20050527 GOOD NEWBY ED3449 ED3449 STATION DESCRIPTION ED3449 ED3449'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 ED3449'STATION IS LOCATED 3.65 MI (5.87 KM) NORTH NORTHEAST OF NINETY SIX, ED3449'6.1 MI (9.8 KM) NORTHWEST OF DYSON. OWNERSHIP--SCDHPT, DIRECTOR OF ED3449'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED3449'803-737-1350. ED3449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 246 AND 702 ED3449'(4.25 MI SOUTHEAST OF CORONACA), GO SOUTHEAST ON HIGHWAY 702 FOR 1.7 ED3449'MI (2.7 KM) TO THE JUNCTION OF STATE ROAD 397 (WATTS BRIDGE ROAD) AND ED3449'THE STATION ON THE LEFT NEAR A FENCE CORNER IN THE NORTHEAST ANGLE OF ED3449'THE JUNCTION. ED3449'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND IS 1.0 FT ED3449'(0.3 M) ABOVE THE HIGHWAY, 28.6 FT (8.7 M) NORTH OF THE CENTER OF THE ED3449'HIGHWAY, 77.3 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 47.0 FT ED3449'(14.3 M) EAST OF A TELEPHONE JUNCTION BOX, 22.5 FT (6.9 M) WEST OF A ED3449'RAILROAD TIE FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, 4.8 FT ED3449'(1.5 M) SOUTH SOUTHWEST OF THE CORNER POST WITH A SCGS REFERENCE ED3449'WASHER ATTACHED, 9.1 FEET SOUTH OF A WITNESS POST. ED3449'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS. ED3449'DESCRIBED BY J.R. WERNER. ED3449 ED3449 STATION RECOVERY (1991) ED3449 ED3449'RECOVERED 1991 ED3449'RECOVERED IN GOOD CONDITION. ED3449 ED3449 STATION RECOVERY (2000) ED3449 ED3449'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) ED3449'RECOVERED IN GOOD CONDITION. ED3449 ED3449 STATION RECOVERY (2001) ED3449 ED3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) ED3449'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. ED3449 ED3449 STATION RECOVERY (2005) ED3449 ED3449'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) ED3449'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC2999 *********************************************************************** EC2999 HT_MOD - This is a Height Modernization Survey Station. EC2999 DESIGNATION - WOMAC 2 EC2999 PID - EC2999 EC2999 STATE/COUNTY- SC/GREENWOOD EC2999 USGS QUAD - GOOD HOPE (1971) EC2999 EC2999 *CURRENT SURVEY CONTROL EC2999 ___________________________________________________________________ EC2999* NAD 83(2001)- 34 06 17.33078(N) 081 57 21.75285(W) ADJUSTED EC2999* NAVD 88 - 180.02 (meters) 590.6 (feet) GPS OBS EC2999 ___________________________________________________________________ EC2999 X - 739,806.884 (meters) COMP EC2999 Y - -5,234,855.163 (meters) COMP EC2999 Z - 3,556,163.601 (meters) COMP EC2999 LAPLACE CORR- -3.03 (seconds) DEFLEC99 EC2999 ELLIP HEIGHT- 150.39 (meters) (05/31/05) GPS OBS EC2999 GEOID HEIGHT- -29.62 (meters) GEOID03 EC2999 EC2999 HORZ ORDER - FIRST EC2999 ELLP ORDER - FOURTH CLASS I EC2999 EC2999 EC2999.The horizontal coordinates were established by GPS observations EC2999.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. EC2999 EC2999.The orthometric height was determined by GPS observations and a EC2999.high-resolution geoid model using precise GPS observation and EC2999.processing techniques. EC2999 EC2999.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC2999 EC2999.The Laplace correction was computed from DEFLEC99 derived deflections. EC2999 EC2999.The ellipsoidal height was determined by GPS observations EC2999.and is referenced to NAD 83. EC2999 EC2999.The geoid height was determined by GEOID03. EC2999 EC2999; North East Units Scale Factor Converg. EC2999;SPC SC - 252,307.163 521,401.772 MT 0.99982245 -0 31 48.1 EC2999;SPC SC - 827,779.41 1,710,635.73 iFT 0.99982245 -0 31 48.1 EC2999;UTM 17 - 3,774,190.194 411,818.606 MT 0.99969585 -0 32 09.9 EC2999 EC2999! - Elev Factor x Scale Factor = Combined Factor EC2999!SPC SC - 0.99997639 x 0.99982245 = 0.99979885 EC2999!UTM 17 - 0.99997639 x 0.99969585 = 0.99967225 EC2999 EC2999: Primary Azimuth Mark Grid Az EC2999:SPC SC - WOMAC 2 AZ MK 343 56 51.9 EC2999:UTM 17 - WOMAC 2 AZ MK 343 57 13.7 EC2999 EC2999|---------------------------------------------------------------------| EC2999| PID Reference Object Distance Geod. Az | EC2999| dddmmss.s | EC2999| EC2806 WOMAC 71.622 METERS 03355 | EC2999| EC3000 WOMAC 2 AZ MK APPROX. 0.5 KM 3432503.8 | EC2999|---------------------------------------------------------------------| EC2999 EC2999 SUPERSEDED SURVEY CONTROL EC2999 EC2999 NAD 83(2001)- 34 06 17.33107(N) 081 57 21.75384(W) AD( ) 1 EC2999 NAD 83(1995)- 34 06 17.33042(N) 081 57 21.75338(W) AD( ) 1 EC2999 ELLIP H (12/20/99) 150.42 (m) GP( ) 4 1 EC2999 NAD 83(1986)- 34 06 17.34246(N) 081 57 21.75457(W) AD( ) 1 EC2999 NAD 83(1986)- 34 06 17.34246(N) 081 57 21.75457(W) AD( ) 3 EC2999 NGVD 29 (02/08/94) 180.2 (m) 591. (f) GPS OBS EC2999 EC2999.Superseded values are not recommended for survey control. EC2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2999.See file dsdata.txt to determine how the superseded data were derived. EC2999 EC2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1181974190(NAD 83) EC2999_MARKER: DD = SURVEY DISK EC2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2999_SP_SET: CONCRETE POST EC2999_STAMPING: WOMAC 2 1991 EC2999_MARK LOGO: SCGS EC2999_PROJECTION: FLUSH EC2999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2999+STABILITY: SURFACE MOTION EC2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2999+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003 EC2999 EC2999 HISTORY - Date Condition Report By EC2999 HISTORY - 1991 MONUMENTED SCGS EC2999 HISTORY - 19920617 GOOD SCGS EC2999 HISTORY - 20000824 GOOD USPSQD EC2999 HISTORY - 20010331 GOOD NGS EC2999 HISTORY - 20031027 GOOD SCGS EC2999 EC2999 STATION DESCRIPTION EC2999 EC2999'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 EC2999'STATION IS LOCATED 4.15 MILES SOUTH SOUTHWEST OF DYSON, 6.2 MILES EC2999'SOUTHEAST OF NINETY SIX. OWNERSHIP--ROBERT E. WOMAC SR., BOX 229, EC2999'NINETY SIX, SC 29666, PHONE 803-543-3476. EC2999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE EC2999'HIGHWAY 246, 8.35 MILES SOUTH OF DYSON, GO NORTHWEST ON HIGHWAY 246 EC2999'FOR 4.0 MILES TO THE JUNCTION OF STATE ROAD 371 (PHEASANT ROAD), EC2999'CONTINUE ON HIGHWAY 246 FOR 1.0 MILE TO A DRIVEWAY LEFT LEADING TO A EC2999'BRICK HOUSE ON A HILL (MR. WOMACS RESIDENCE), TURN LEFT ON DRIVEWAY EC2999'FOR 0.1 MILE TO THE HOUSE AND THE STATION ON THE RIGHT IN THE FRONT EC2999'YARD. EC2999'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 90.8 FEET EAST OF EC2999'THE NORTHEAST CORNER OF THE HOUSE, 120.6 FEET NORTHEAST OF THE EC2999'SOUTHEAST CORNER OF THE HOUSE (GARAGE), 188.4 FEET SOUTH OF THE EC2999'CENTER OF STATE ROAD 189, 224.0 FEET WEST OF THE CENTER OF THE EC2999'HIGHWAY, 156.6 FEET NORTH NORTHEAST OF THE CENTER OF THE DRIVEWAY. EC2999'THE STATION IS INTERVISIBLE WITH STATION WOMAC 2 AZ MK. EC2999'DESCRIBED BY C.E. GEOGHEGAN. EC2999 EC2999 STATION RECOVERY (1992) EC2999 EC2999'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 EC2999'RECOVERED IN GOOD CONDITION. EC2999 EC2999 STATION RECOVERY (2000) EC2999 EC2999'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC2999'RECOVERED IN GOOD CONDITION. EC2999 EC2999 STATION RECOVERY (2001) EC2999 EC2999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EC2999'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC2999 EC2999 STATION RECOVERY (2003) EC2999 EC2999'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) EC2999'STATION IS LOCATED 6.2 MILES SOUTHEAST OF NINETY SIX, 13.3 MILES EAST EC2999'SOUTHEAST OF GREENWOOD. OWNERSHIP--ROBERT E. WOMAC, SR, BOX 229, EC2999'NINETY SIX, SC 29666, PHONE 864-543-3476. TO REACH THE STATION FROM EC2999'THE JUNCTION OF U.S. HIGHWAY 178 AND STATE HIGHWAY 246, 9.9 MILES EC2999'SOUTH SOUTHEAST OF NINETY SIX, GO NORTHWEST ON HIGHWAY 246 FOR 3.95 EC2999'MILES TO THE JUNCTION OF STATE ROAD 371 (PHEASANT ROAD), CONTINUE ON EC2999'HIGHWAY 246 FOR 0.95 MILE TO A DRIVEWAY LEFT LEADING TO A BRICK HOUSE EC2999'NUMBER 7306, TURN LEFT ON THE DRIVEWAY FOR 0.1 MILE TO THE HOUSE AND EC2999'THE STATION ON THE RIGHT IN THE FRONT YARD. STATION IS A CONCRETE POST EC2999'FLUSH WITH THE GROUND, 172.4 FEET NORTH OF THE CENTER OF THE EC2999'DRIVEWAY, 90.6 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 120.6 EC2999'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE (GARAGE), 188.5 EC2999'FEET SOUTH OF THE CENTER OF ROAD 189 (BEE POND ROAD), 224.0 FEET WEST EC2999'OF THE CENTER OF THE HIGHWAY. NOTE-STATION IS NOT INTERVISIBLE WITH EC2999'SURVEY STATION WOMAC 2 AZ MK. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EC3000 *********************************************************************** EC3000 HT_MOD - This is a Height Modernization Survey Station. EC3000 DESIGNATION - WOMAC 2 AZ MK EC3000 PID - EC3000 EC3000 STATE/COUNTY- SC/GREENWOOD EC3000 USGS QUAD - GOOD HOPE (1971) EC3000 EC3000 *CURRENT SURVEY CONTROL EC3000 ___________________________________________________________________ EC3000* NAD 83(2001)- 34 06 34.31326(N) 081 57 27.83302(W) ADJUSTED EC3000* NAVD 88 - 174.63 (meters) 572.9 (feet) GPS OBS EC3000 ___________________________________________________________________ EC3000 X - 739,610.897 (meters) COMP EC3000 Y - -5,234,582.000 (meters) COMP EC3000 Z - 3,556,593.845 (meters) COMP EC3000 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EC3000 ELLIP HEIGHT- 144.99 (meters) (05/31/05) GPS OBS EC3000 GEOID HEIGHT- -29.63 (meters) GEOID03 EC3000 EC3000 HORZ ORDER - FIRST EC3000 ELLP ORDER - FOURTH CLASS I EC3000 EC3000 EC3000.The horizontal coordinates were established by GPS observations EC3000.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. EC3000 EC3000.The orthometric height was determined by GPS observations and a EC3000.high-resolution geoid model using precise GPS observation and EC3000.processing techniques. EC3000 EC3000.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC3000 EC3000.The Laplace correction was computed from DEFLEC99 derived deflections. EC3000 EC3000.The ellipsoidal height was determined by GPS observations EC3000.and is referenced to NAD 83. EC3000 EC3000.The geoid height was determined by GEOID03. EC3000 EC3000; North East Units Scale Factor Converg. EC3000;SPC SC - 252,831.760 521,250.814 MT 0.99982308 -0 31 51.5 EC3000;SPC SC - 829,500.52 1,710,140.47 iFT 0.99982308 -0 31 51.5 EC3000;UTM 17 - 3,774,714.740 411,667.723 MT 0.99969618 -0 32 13.6 EC3000 EC3000! - Elev Factor x Scale Factor = Combined Factor EC3000!SPC SC - 0.99997724 x 0.99982308 = 0.99980032 EC3000!UTM 17 - 0.99997724 x 0.99969618 = 0.99967343 EC3000 EC3000: Primary Azimuth Mark Grid Az EC3000:SPC SC - WOMAC 2 163 56 51.9 EC3000:UTM 17 - WOMAC 2 163 57 14.0 EC3000 EC3000|---------------------------------------------------------------------| EC3000| PID Reference Object Distance Geod. Az | EC3000| dddmmss.s | EC3000| EC2999 WOMAC 2 APPROX. 0.5 KM 1632500.4 | EC3000|---------------------------------------------------------------------| EC3000 EC3000 SUPERSEDED SURVEY CONTROL EC3000 EC3000 NAD 83(2001)- 34 06 34.31275(N) 081 57 27.83377(W) AD( ) 3 EC3000 NAD 83(1986)- 34 06 34.32497(N) 081 57 27.83421(W) AD( ) 3 EC3000 NGVD 29 (06/03/93) 173. (m) 568. (f) VERT ANG EC3000 EC3000.Superseded values are not recommended for survey control. EC3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC3000.See file dsdata.txt to determine how the superseded data were derived. EC3000 EC3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1166874715(NAD 83) EC3000_MARKER: DD = SURVEY DISK EC3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3000_SP_SET: CONCRETE POST EC3000_STAMPING: WOMAC 2 AZ MK 1991 EC3000_MARK LOGO: SCGS EC3000_PROJECTION: RECESSED 5 CENTIMETERS EC3000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3000+STABILITY: SURFACE MOTION EC3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3000+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003 EC3000 EC3000 HISTORY - Date Condition Report By EC3000 HISTORY - 1991 MONUMENTED SCGS EC3000 HISTORY - 20000824 GOOD USPSQD EC3000 HISTORY - 20010331 GOOD NGS EC3000 HISTORY - 20031027 GOOD SCGS EC3000 EC3000 STATION DESCRIPTION EC3000 EC3000'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 EC3000'STATION IS LOCATED 3.9 MILES SOUTH SOUTHWEST OF DYSON, 5.9 MILES EC3000'SOUTHEAST OF NINETY SIX. OWNERSHIP--SCDHPT, DIRECTOR OF EC3000'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA SC 29202, PHONE 803-737-1350. EC3000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE EC3000'HIGHWAY 246, 8.35 MILES SOUTH OF DYSON, GO NORTHWEST ON HIGHWAY 246 EC3000'FOR 5.35 MILES TO THE JUNCTION OF STATE ROAD 102, CONTINUE ON HIGHWAY EC3000'246 FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR A FENCE LINE. EC3000'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC3000'HIGHWAY, 24.3 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 230.1 FEET EC3000'SOUTH SOUTHWEST OF THE WEST CORNER OF A SMALL BARN, 162.8 FEET WEST EC3000'NORTHWEST OF THE WEST CORNER OF A BRICK HOUSE, 93.5 FEET NORTH EC3000'NORTHWEST OF THE NORTHWEST END OF A 15-INCH CONCRETE PIPE CULVERT EC3000'BENEATH A PAVED DRIVE LEADING TO THE BRICK HOUSE, 102.9 FEET EC3000'SOUTHEAST OF THE SOUTHEAST END OF A 15-INCH STEEL PIPE CULVERT EC3000'BENEATH A GRASS DRIVE TO THE BARN, 69.8 FEET SOUTH SOUTHEAST OF A EC3000'POWER POLE NUMBER 20 WITH 2 GUY WIRES AND LINES CROSSING THE HIGHWAY, EC3000'3.9 FEET SOUTHWEST OF A WITNESS POST IN THE FENCE LINE. EC3000'THE STATION IS INTERVISIBLE WITH STATION WOMAC 2. EC3000'DESCRIBED BY C.E. GEOGHEGAN. EC3000 EC3000 STATION RECOVERY (2000) EC3000 EC3000'RECOVERY NOTE BY US POWER SQUADRON 2000 (FRC) EC3000'RECOVERED IN GOOD CONDITION. EC3000 EC3000 STATION RECOVERY (2001) EC3000 EC3000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EC3000'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EC3000 EC3000 STATION RECOVERY (2003) EC3000 EC3000'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) EC3000'STATION IS LOCATED 5.9 MILES SOUTHEAST OF NINETY SIX, 13.1 MILES EAST EC3000'SOUTHEAST OF GREENWOOD. OWNERSHIP--SCDOT, DIRECTOR OF EC3000'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3000'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY EC3000'178 AND STATE HIGHWAY 246, 9.9 MILES SOUTH SOUTHEAST OF NINETY SIX, EC3000'GO NORTHWEST ON HIGHWAY 246 FOR 5.2 MILES TO THE REVERSE FORK EC3000'JUNCTION OF STATE ROAD 102, CONTINUE ON HIGHWAY 246 FOR 0.1 MILE TO EC3000'THE STATION ON THE RIGHT NEAR A WOOD AND WIRE FENCE LINE. STATION IS EC3000'A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE HIGHWAY, 24.2 EC3000'FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.5 FEET WEST EC3000'SOUTHWEST OF THE FENCE LINE, 93.4 FEET NORTH NORTHWEST OF THE EC3000'NORTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE DRIVE EC3000'TO A BRICK HOUSE NUMBER 7105, 69.8 FEET SOUTH SOUTHEAST OF A POWER EC3000'POLE NUMBER 20 WITH TWO GUY WIRES, 105.1 FEET SOUTH SOUTHEAST OF THE EC3000'SOUTHEAST END OF A 1.5-FOOT METAL PIPE CULVERT BENEATH A GRASSY EC3000'GATED FIELD ACCESS APRON, 4.4 FEET WEST SOUTHWEST OF A WITNESS POST. EC3000'NOTE-STATION IS NOT INTERVISIBLE WITH SURVEY STATION WOMAC 2. EC3000'RECOVERED BY J.B. SMOAK.