1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FB2427 *********************************************************************** FB2427 DESIGNATION - 42 371 FB2427 PID - FB2427 FB2427 STATE/COUNTY- SC/SPARTANBURG FB2427 USGS QUAD - CAMPOBELLO (1983) FB2427 FB2427 *CURRENT SURVEY CONTROL FB2427 ___________________________________________________________________ FB2427* NAD 83(2001)- 35 01 57.31386(N) 082 10 59.88949(W) ADJUSTED FB2427* NAVD 88 - 294.814 (meters) 967.24 (feet) ADJUSTED FB2427 ___________________________________________________________________ FB2427 X - 711,107.689 (meters) COMP FB2427 Y - -5,179,985.349 (meters) COMP FB2427 Z - 3,640,978.859 (meters) COMP FB2427 LAPLACE CORR- -0.96 (seconds) DEFLEC99 FB2427 ELLIP HEIGHT- 263.22 (meters) (03/27/03) GPS OBS FB2427 GEOID HEIGHT- -31.58 (meters) GEOID03 FB2427 DYNAMIC HT - 294.516 (meters) 966.26 (feet) COMP FB2427 MODELED GRAV- 979,616.4 (mgal) NAVD 88 FB2427 FB2427 HORZ ORDER - FIRST FB2427 VERT ORDER - FIRST CLASS II FB2427 ELLP ORDER - FOURTH CLASS II FB2427 FB2427 FB2427.The horizontal coordinates were established by GPS observations FB2427.and adjusted by the National Geodetic Survey in March 2003. FB2427 FB2427.The orthometric height was determined by differential leveling FB2427.and adjusted by the National Geodetic Survey in June 1991. FB2427 FB2427.The X, Y, and Z were computed from the position and the ellipsoidal ht. FB2427 FB2427.The Laplace correction was computed from DEFLEC99 derived deflections. FB2427 FB2427.The ellipsoidal height was determined by GPS observations FB2427.and is referenced to NAD 83. FB2427 FB2427.The geoid height was determined by GEOID03. FB2427 FB2427.The dynamic height is computed by dividing the NAVD 88 FB2427.geopotential number by the normal gravity value computed on the FB2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB2427.degrees latitude (g = 980.6199 gals.). FB2427 FB2427.The modeled gravity was interpolated from observed gravity values. FB2427 FB2427; North East Units Scale Factor Converg. FB2427;SPC SC - 355,430.355 501,615.363 MT 1.00007694 -0 39 21.7 FB2427;SPC SC - 1,166,110.09 1,645,719.69 iFT 1.00007694 -0 39 21.7 FB2427;UTM 17 - 3,877,296.749 392,061.864 MT 0.99974359 -0 40 45.6 FB2427 FB2427! - Elev Factor x Scale Factor = Combined Factor FB2427!SPC SC - 0.99995869 x 1.00007694 = 1.00003562 FB2427!UTM 17 - 0.99995869 x 0.99974359 = 0.99970229 FB2427 FB2427: Primary Azimuth Mark Grid Az FB2427:SPC SC - 42 370 005 46 06.6 FB2427:UTM 17 - 42 370 005 47 30.5 FB2427 FB2427|---------------------------------------------------------------------| FB2427| PID Reference Object Distance Geod. Az | FB2427| dddmmss.s | FB2427| FB2426 42 370 APPROX. 1.4 KM 0050644.9 | FB2427|---------------------------------------------------------------------| FB2427 FB2427 SUPERSEDED SURVEY CONTROL FB2427 FB2427 NAD 83(1995)- 35 01 57.31450(N) 082 10 59.88772(W) AD( ) 1 FB2427 ELLIP H (12/20/99) 263.25 (m) GP( ) 4 1 FB2427 NAD 83(1986)- 35 01 57.32466(N) 082 10 59.89174(W) AD( ) 1 FB2427 NAVD 88 (03/10/92) 294.81 (m) 967.2 (f) LEVELING 3 FB2427 NGVD 29 (09/16/91) 294.884 (m) 967.47 (f) ADJUSTED 1 2 FB2427 FB2427.Superseded values are not recommended for survey control. FB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2427.See file dsdata.txt to determine how the superseded data were derived. FB2427 FB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9206277297(NAD 83) FB2427_MARKER: DD = SURVEY DISK FB2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2427_STAMPING: 42 371 1988 FB2427_MARK LOGO: SCGS FB2427_PROJECTION: FLUSH FB2427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FB2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2427+STABILITY: SURFACE MOTION FB2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB2427+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 FB2427 FB2427 HISTORY - Date Condition Report By FB2427 HISTORY - 1988 MONUMENTED SCGS FB2427 HISTORY - 19891215 GOOD SCGS FB2427 HISTORY - 19900619 GOOD FB2427 HISTORY - 20040819 GOOD WOOLPT FB2427 FB2427 STATION DESCRIPTION FB2427 FB2427'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 FB2427'STATION IS LOCATED 5.4 MI WEST SOUTHWEST OF INMAN, 6.8 MI NORTH FB2427'NORTHWEST OF DUNCAN. OWNERSHIP--HOLLY SPRINGS CHURCH, INMAN, SC 29349. FB2427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358 FB2427'(3.6 MI NORTH NORTHWEST OF DUNCAN), GO NORTHERLY ON HIGHWAY 357 FOR FB2427'3.5 MI TO THE JUNCTION OF HANNON ROAD 1-774 (ALSO ENTRANCE TO THE FB2427'HOLLY SPRINGS BAPTIST CHURCH), TURN RIGHT ON HANNON ROAD FOR FB2427'0.15 MI TO THE MART ON THE LEFT NEAR THE HEADSTONES OF ALFRED L. FB2427'POWELL, HELLON MAE GWINN, AND GERALDINE GWINN (THESE HEADSTONES ARE IN FB2427'THE NORTHEAST ANGLE OF A PAVED ROAD LEADING INTO THE CEMETARY). FB2427'STATION IS A CONCRETE POST FLUSH WITH THE GROUND 3.0 FT ABOVE THE FB2427'ROAD, 39.2 FT NORTH NORTHWEST OF THE CENTER OF A GRASSY MEDIAN FB2427'BETWEEN TWO PAVED DRIVEWAYS TO THE CHURCH, 63.9 FT EAST OF THE FB2427'CENTER OF A PAVED DRIVEWAY THROUGH THE CEMETARY, 17.6 FT SOUTH FB2427'SOUTHEAST OF A GRANITE HEADSTONE WITH POWELL INSCRIBED, 239.2 FT FB2427'WEST SOUTHWEST OF THE WEST CORNER OF THE MAIN CHURCH BUILDING. FB2427 FB2427 STATION RECOVERY (1989) FB2427 FB2427'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 FB2427'RECOVERED IN GOOD CONDITION. FB2427 FB2427 STATION RECOVERY (1990) FB2427 FB2427'RECOVERED 1990 FB2427'RECOVERED IN GOOD CONDITION. FB2427 FB2427 STATION RECOVERY (2004) FB2427 FB2427'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) FB2427'RECOVERED AS DESCRIBED - JTG 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 ED1295 *********************************************************************** ED1295 DESIGNATION - 42 381 ED1295 PID - ED1295 ED1295 STATE/COUNTY- SC/SPARTANBURG ED1295 USGS QUAD - GREER (1983) ED1295 ED1295 *CURRENT SURVEY CONTROL ED1295 ___________________________________________________________________ ED1295* NAD 83(2001)- 34 54 13.61828(N) 082 10 09.30461(W) ADJUSTED ED1295* NAVD 88 - 283.033 (meters) 928.58 (feet) ADJUSTED ED1295 ___________________________________________________________________ ED1295 X - 713,492.595 (meters) COMP ED1295 Y - -5,187,915.053 (meters) COMP ED1295 Z - 3,629,261.920 (meters) COMP ED1295 LAPLACE CORR- -0.41 (seconds) DEFLEC99 ED1295 ELLIP HEIGHT- 251.70 (meters) (03/27/03) GPS OBS ED1295 GEOID HEIGHT- -31.35 (meters) GEOID03 ED1295 DYNAMIC HT - 282.750 (meters) 927.66 (feet) COMP ED1295 MODELED GRAV- 979,626.2 (mgal) NAVD 88 ED1295 ED1295 HORZ ORDER - FIRST ED1295 VERT ORDER - FIRST CLASS II ED1295 ELLP ORDER - FOURTH CLASS II ED1295 ED1295 ED1295.The horizontal coordinates were established by GPS observations ED1295.and adjusted by the National Geodetic Survey in March 2003. ED1295 ED1295.The orthometric height was determined by differential leveling ED1295.and adjusted by the National Geodetic Survey in June 1991. ED1295 ED1295.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED1295 ED1295.The Laplace correction was computed from DEFLEC99 derived deflections. ED1295 ED1295.The ellipsoidal height was determined by GPS observations ED1295.and is referenced to NAD 83. ED1295 ED1295.The geoid height was determined by GEOID03. ED1295 ED1295.The dynamic height is computed by dividing the NAVD 88 ED1295.geopotential number by the normal gravity value computed on the ED1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1295.degrees latitude (g = 980.6199 gals.). ED1295 ED1295.The modeled gravity was interpolated from observed gravity values. ED1295 ED1295; North East Units Scale Factor Converg. ED1295;SPC SC - 341,126.396 502,735.919 MT 1.00002580 -0 38 53.6 ED1295;SPC SC - 1,119,181.09 1,649,396.06 iFT 1.00002580 -0 38 53.6 ED1295;UTM 17 - 3,862,996.776 393,176.560 MT 0.99974064 -0 40 08.8 ED1295 ED1295! - Elev Factor x Scale Factor = Combined Factor ED1295!SPC SC - 0.99996049 x 1.00002580 = 0.99998629 ED1295!UTM 17 - 0.99996049 x 0.99974064 = 0.99970114 ED1295 ED1295 SUPERSEDED SURVEY CONTROL ED1295 ED1295 NAD 83(1995)- 34 54 13.61853(N) 082 10 09.30334(W) AD( ) 1 ED1295 ELLIP H (12/20/99) 251.71 (m) GP( ) 4 1 ED1295 NAD 83(1986)- 34 54 13.62938(N) 082 10 09.30616(W) AD( ) 1 ED1295 NAVD 88 (01/05/05) 283.03 (m) 928.6 (f) LEVELING 3 ED1295 NGVD 29 (09/16/91) 283.124 (m) 928.88 (f) ADJUSTED 1 2 ED1295 ED1295.Superseded values are not recommended for survey control. ED1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1295.See file dsdata.txt to determine how the superseded data were derived. ED1295 ED1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9317762997(NAD 83) ED1295_MARKER: DD = SURVEY DISK ED1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED1295_STAMPING: 42 381 1988 ED1295_MARK LOGO: SCGS ED1295_PROJECTION: FLUSH ED1295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET ED1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED1295+STABILITY: SURFACE MOTION ED1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1295+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 ED1295 ED1295 HISTORY - Date Condition Report By ED1295 HISTORY - 1988 MONUMENTED SCGS ED1295 HISTORY - 19891215 GOOD SCGS ED1295 HISTORY - 19900607 GOOD ED1295 HISTORY - 20040819 GOOD WOOLPT ED1295 ED1295 STATION DESCRIPTION ED1295 ED1295'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED1295'STATION IS LOCATED 4.1 MI SOUTHEAST OF GREER, AND 2.7 MI SOUTH ED1295'SOUTHWEST OF DUNCAN. OWNERSHIP--WOODS CHAPLE METHODIST CHURCH, GREER, ED1295'SC 29652. ED1295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 357, 290 AND ED1295'101 IN GREER, GO SOUTHERLY ON HIGHWAY 101 FOR 4.2 MI TO THE JUNCTION ED1295'OF STATE ROAD 221, (1.0 MI NORTH OF THE JUNCTION OF INTERSTATE 85), ED1295'TURN LEFT ON ROAD 221 FOR 0.2 MI TO THE MART ON THE LEFT, AT THE ED1295'SOUTH EDGE OF A CEMETERY AT THE WOODS CHAPLE METHODIST CHURCH. ED1295'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 187.0 FT WEST OF ED1295'THE SOUTHWEST CORNER OF THE CHAPLE, 159.8 FT NORTH NORTHEAST OF THE ED1295'CENTER OF THE ROAD, 106.4 FT WEST SOUTHWEST OF A LONE OAT TREE, ED1295'12.2 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE (DEYOUNG), ED1295'26.0 FT NORTHEAST OF THE NORTHEAST CORNER OF A HEADSTONE (GOWAN). ED1295 ED1295 STATION RECOVERY (1989) ED1295 ED1295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 ED1295'RECOVERED IN GOOD CONDITION. ED1295 ED1295 STATION RECOVERY (1990) ED1295 ED1295'RECOVERED 1990 ED1295'RECOVERED IN GOOD CONDITION. ED1295 ED1295 STATION RECOVERY (2004) ED1295 ED1295'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) ED1295'RECOVERED AS DESCRIBED- JTG 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 ED3250 *********************************************************************** ED3250 DESIGNATION - 42 388 ED3250 PID - ED3250 ED3250 STATE/COUNTY- SC/SPARTANBURG ED3250 USGS QUAD - WOODRUFF (1983) ED3250 ED3250 *CURRENT SURVEY CONTROL ED3250 ___________________________________________________________________ ED3250* NAD 83(2001)- 34 44 08.03895(N) 082 00 59.24381(W) ADJUSTED ED3250* NAVD 88 - 227.438 (meters) 746.19 (feet) ADJUSTED ED3250 ___________________________________________________________________ ED3250 X - 728,798.709 (meters) COMP ED3250 Y - -5,196,501.643 (meters) COMP ED3250 Z - 3,613,909.610 (meters) COMP ED3250 LAPLACE CORR- 0.06 (seconds) DEFLEC99 ED3250 ELLIP HEIGHT- 196.40 (meters) (03/27/03) GPS OBS ED3250 GEOID HEIGHT- -31.02 (meters) GEOID03 ED3250 DYNAMIC HT - 227.212 (meters) 745.44 (feet) COMP ED3250 MODELED GRAV- 979,632.7 (mgal) NAVD 88 ED3250 ED3250 HORZ ORDER - FIRST ED3250 VERT ORDER - FIRST CLASS II ED3250 ELLP ORDER - FOURTH CLASS II ED3250 ED3250 ED3250.The horizontal coordinates were established by GPS observations ED3250.and adjusted by the National Geodetic Survey in March 2003. ED3250 ED3250.The orthometric height was determined by differential leveling ED3250.and adjusted by the National Geodetic Survey in June 1991. ED3250 ED3250.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED3250 ED3250.The Laplace correction was computed from DEFLEC99 derived deflections. ED3250 ED3250.The ellipsoidal height was determined by GPS observations ED3250.and is referenced to NAD 83. ED3250 ED3250.The geoid height was determined by GEOID03. ED3250 ED3250.The dynamic height is computed by dividing the NAVD 88 ED3250.geopotential number by the normal gravity value computed on the ED3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED3250.degrees latitude (g = 980.6199 gals.). ED3250 ED3250.The modeled gravity was interpolated from observed gravity values. ED3250 ED3250; North East Units Scale Factor Converg. ED3250;SPC SC - 322,318.232 516,516.612 MT 0.99996672 -0 33 48.7 ED3250;SPC SC - 1,057,474.51 1,694,608.31 iFT 0.99996672 -0 33 48.7 ED3250;UTM 17 - 3,844,189.353 406,947.522 MT 0.99970672 -0 34 45.1 ED3250 ED3250! - Elev Factor x Scale Factor = Combined Factor ED3250!SPC SC - 0.99996917 x 0.99996672 = 0.99993589 ED3250!UTM 17 - 0.99996917 x 0.99970672 = 0.99967590 ED3250 ED3250: Primary Azimuth Mark Grid Az ED3250:SPC SC - 42 387 068 26 37.6 ED3250:UTM 17 - 42 387 068 27 34.0 ED3250 ED3250|---------------------------------------------------------------------| ED3250| PID Reference Object Distance Geod. Az | ED3250| dddmmss.s | ED3250| ED3251 42 387 APPROX. 0.9 KM 0675248.9 | ED3250|---------------------------------------------------------------------| ED3250 ED3250 SUPERSEDED SURVEY CONTROL ED3250 ED3250 NAD 83(1995)- 34 44 08.03892(N) 082 00 59.24330(W) AD( ) 1 ED3250 ELLIP H (12/20/99) 196.40 (m) GP( ) 4 1 ED3250 NAD 83(1986)- 34 44 08.04947(N) 082 00 59.24514(W) AD( ) 1 ED3250 NAVD 88 (03/23/92) 227.44 (m) 746.2 (f) LEVELING 3 ED3250 NGVD 29 (09/16/91) 227.548 (m) 746.55 (f) ADJUSTED 1 2 ED3250 ED3250.Superseded values are not recommended for survey control. ED3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED3250.See file dsdata.txt to determine how the superseded data were derived. ED3250 ED3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0694844189(NAD 83) ED3250_MARKER: DD = SURVEY DISK ED3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED3250_STAMPING: 42 388 1989 ED3250_MARK LOGO: SCGS ED3250_PROJECTION: FLUSH ED3250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET ED3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED3250+STABILITY: SURFACE MOTION ED3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED3250+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 ED3250 ED3250 HISTORY - Date Condition Report By ED3250 HISTORY - 1989 MONUMENTED SCGS ED3250 HISTORY - 19900426 GOOD SCGS ED3250 HISTORY - 20040819 GOOD WOOLPT ED3250 ED3250 STATION DESCRIPTION ED3250 ED3250'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989 ED3250'STATION IS LOCATED IN WOODRUFF. OWNERSHIP--WOODRUFF JUNIOR HIGH ED3250'SCHOOL, S.J. WORKMAN HIGHWAY, WOODRUFF, SC 29388, PHONE 803-476-8522. ED3250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND STATE ED3250'HIGHWAY 146 IN WOODRUFF, GO EAST SOUTHEAST ON HIGHWAY 146 FOR 0.55 ED3250'MILE TO THE JUNCTION OF STATE ROAD 450, TURN LEFT ON ROAD 450 FOR 0.3 ED3250'MILE TO THE MARK ON THE LEFT NEAR THE MAIN ENTRANCE TO THE WOODRUFF ED3250'JUNIOR HIGH SCHOOL. ED3250'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ED3250'ROAD, 137.2 FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 142.0 ED3250'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL, 18.8 FEET EAST ED3250'NORTHEAST OF THE EAST EDGE OF THE SIDEWALK LEADING TO THE MAIN ED3250'ENTRANCE, 67.8 FEET SOUTH OF A FLAG POLE, 19.0 FEET SOUTHEAST OF A ED3250'YARD LIGHT. ED3250'DESCRIBED BY J.R. WERNER. ED3250 ED3250 STATION RECOVERY (1990) ED3250 ED3250'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 ED3250'RECOVERED IN GOOD CONDITION. ED3250 ED3250 STATION RECOVERY (2004) ED3250 ED3250'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) ED3250'RECOVERED AS DESCRIBED - JTG 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FB3739 *********************************************************************** FB3739 CBN - This is a Cooperative Base Network Control Station. FB3739 DESIGNATION - 42 460 FB3739 PID - FB3739 FB3739 STATE/COUNTY- SC/SPARTANBURG FB3739 USGS QUAD - LANDRUM (1987) FB3739 FB3739 *CURRENT SURVEY CONTROL FB3739 ___________________________________________________________________ FB3739* NAD 83(2001)- 35 07 44.56771(N) 082 12 05.40250(W) ADJUSTED FB3739* NAVD 88 - 291.356 (meters) 955.89 (feet) ADJUSTED FB3739 ___________________________________________________________________ FB3739 X - 708,627.430 (meters) COMP FB3739 Y - -5,174,114.286 (meters) COMP FB3739 Z - 3,649,734.600 (meters) COMP FB3739 LAPLACE CORR- -2.66 (seconds) DEFLEC99 FB3739 ELLIP HEIGHT- 259.69 (meters) (01/30/03) GPS OBS FB3739 GEOID HEIGHT- -31.66 (meters) GEOID03 FB3739 DYNAMIC HT - 291.060 (meters) 954.92 (feet) COMP FB3739 MODELED GRAV- 979,611.0 (mgal) NAVD 88 FB3739 FB3739 HORZ ORDER - B FB3739 VERT ORDER - FIRST CLASS II FB3739 ELLP ORDER - FOURTH CLASS II FB3739 FB3739 FB3739.The horizontal coordinates were established by GPS observations FB3739.and adjusted by the National Geodetic Survey in January 2003. FB3739 FB3739.The orthometric height was determined by differential leveling FB3739.and adjusted by the National Geodetic Survey in August 1993. FB3739 FB3739.The X, Y, and Z were computed from the position and the ellipsoidal ht. FB3739 FB3739.The Laplace correction was computed from DEFLEC99 derived deflections. FB3739 FB3739.The ellipsoidal height was determined by GPS observations FB3739.and is referenced to NAD 83. FB3739 FB3739.The geoid height was determined by GEOID03. FB3739 FB3739.The dynamic height is computed by dividing the NAVD 88 FB3739.geopotential number by the normal gravity value computed on the FB3739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB3739.degrees latitude (g = 980.6199 gals.). FB3739 FB3739.The modeled gravity was interpolated from observed gravity values. FB3739 FB3739; North East Units Scale Factor Converg. FB3739;SPC SC - 366,151.240 500,079.159 MT 1.00011858 -0 39 58.0 FB3739;SPC SC - 1,201,283.60 1,640,679.66 iFT 1.00011858 -0 39 58.0 FB3739;SPC NC - 157,681.874 317,888.747 MT 0.99987487 -1 50 52.1 FB3739;UTM 17 - 3,888,014.513 390,530.748 MT 0.99974769 -0 41 29.2 FB3739 FB3739! - Elev Factor x Scale Factor = Combined Factor FB3739!SPC SC - 0.99995924 x 1.00011858 = 1.00007781 FB3739!SPC NC - 0.99995924 x 0.99987487 = 0.99983411 FB3739!UTM 17 - 0.99995924 x 0.99974769 = 0.99970694 FB3739 FB3739 SUPERSEDED SURVEY CONTROL FB3739 FB3739 NAD 83(1995)- 35 07 44.56777(N) 082 12 05.40223(W) AD( ) B FB3739 ELLIP H (09/11/96) 259.70 (m) GP( ) 4 1 FB3739 NAD 83(1986)- 35 07 44.57858(N) 082 12 05.40749(W) AD( ) 1 FB3739 NAVD 88 (09/11/96) 291.36 (m) 955.9 (f) LEVELING 3 FB3739 NGVD 29 (12/12/91) 291.427 (m) 956.12 (f) ADJUSTED 1 2 FB3739 FB3739.Superseded values are not recommended for survey control. FB3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB3739.See file dsdata.txt to determine how the superseded data were derived. FB3739 FB3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9053188015(NAD 83) FB3739_MARKER: DD = SURVEY DISK FB3739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB3739_STAMPING: 42 460 1989 FB3739_MARK LOGO: SCGS FB3739_PROJECTION: FLUSH FB3739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FB3739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB3739+STABILITY: SURFACE MOTION FB3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3739+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 FB3739 FB3739 HISTORY - Date Condition Report By FB3739 HISTORY - 1989 MONUMENTED SCGS FB3739 HISTORY - 19910715 GOOD SCGS FB3739 HISTORY - 19921202 GOOD SCGS FB3739 HISTORY - 19950202 GOOD SCGS FB3739 HISTORY - 20000314 GOOD SCGS FB3739 HISTORY - 20000712 GOOD SCGS FB3739 HISTORY - 20020210 GOOD JCLS FB3739 HISTORY - 20040819 GOOD WOOLPT FB3739 FB3739 STATION DESCRIPTION FB3739 FB3739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 FB3739'STATION IS LOCATED 3.0 MILES WEST NORTHWEST OF CAMPOBELLO, 3.2 MILES FB3739'SOUTHWEST OF LANDRUM. OWNERSHIP--SCDHPT, DIRECTOR OF FB3739'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FB3739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. FB3739'HIGHWAY 176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 (CHEROKEE FB3739'FOOTHILLS SCENIC HIGHWAY) AT THE WEST EDGE OF CAMPOBELLO, GO WEST ON FB3739'HIGHWAY 11 FOR 2.7 MILES TO THE JUNCTION OF STATE ROAD 184 (GIBSON FB3739'ROAD), TURN RIGHT ON ROAD 184 FOR 0.8 MILE TO THE STATION ON THE FB3739'RIGHT NEAR A POWER POLE WITH TWO GUY WIRES AT A GRAVEL DRIVE LEFT. FB3739'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW FB3739'THE ROAD, 13.7 FEET NORTH NORTHWEST OF THE POWER POLE, 25.0 FEET FB3739'SOUTHWEST OF THE EXTENDED CENTER OF A GRAVEL DRIVE, 65.2 FEET SOUTH FB3739'OF A TELEPHONE JUNCTION BOX 4401/049, 11.6 FEET SOUTH SOUTHEAST OF FB3739'THE SOUTH CORNER OF A CONCRETE BRICK CATCH BASIN FOR 2 CONCRETE PIPE FB3739'CULVERTS, 11.6 FEET EAST NORTHEAST OF TELEPHONE JUNCTION BOX FB3739'4401/048, 27.7 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 6.8 FEET FB3739'WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL. FB3739'STATION IS LOCATED 3.1 MILFS WEST NORTHWEST OF CAMPOBELLO AND 3.25 FB3739'MILES SOUTH SOUTHWEST OF LANDRUM. OWNERSHIP--SCDHPT, DIRECTOR OF FB3739'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FB3739'803-737-1314. FB3739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (NORTH MAIN FB3739'STREET) AND STATE HIGHWAY 11 IN CAMPOBELLO, GO WEST ON HIGHWAY 11 FOR FB3739'2.9 MILES TO THE JUNCTION OF STATE ROAD 184 (GIBSON ROAD), TURN RIGHT FB3739'ON ROAD 184 FOR 0.65 MILE TO THE JUNCTION OF HARVEY GOSNELL ROAD FB3739'1-3034, CONTINUE ON ROAD 184 FOR 0.25 MILE TO THE STATION ON THE FB3739'RIGHT NEAR A POWER POLE WITH TWO GUY WIRES. FB3739'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW FB3739'THE ROAD, 13.1 FEET NORTH NORTHWEST OF A POWER POLE, 26.0 FEET FB3739'SOUTHWEST OF THE EXTENDED CENTER OF A SAND DRIVE, 28.0 FEET SOUTHEAST FB3739'OF THE CENTER OF THE ROAD, 11.7 FEET NORTHEAST OF A JUNCTION BOX FB3739'NUMBER 4401048, 3.4 FEET NORTHWEST OF A WIRE FENCE, 6.7 FEET WEST FB3739'SOUTHWEST OF A WITNESS POST. FB3739'DESCRIBED BY J.R. WERNER. FB3739 FB3739 STATION RECOVERY (1992) FB3739 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 (DDW) FB3739'STATION IS LOCATED 3.1 MILES (5.0 KM) WEST NORTHWEST OF CAMPOBELLO AND FB3739'3.25 MILES (5.23 KM) SOUTH SOUTHWEST OF LANDRUM. OWNERSHIP--SCDHPT, FB3739'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FB3739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY FB3739'176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 IN CAMPOBELLO, GO WEST ON FB3739'HIGHWAY 11 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE ROAD 184 FB3739'(GIBSON ROAD), TURN RIGHT ON ROAD 184 FOR 0.65 MILE (1.05 KM) TO THE FB3739'JUNCTION OF HARVEY GOSNELL ROAD 1-3034, CONTINUE ON ROAD 184 FOR 0.25 FB3739'MILE (0.40 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE WITH TWO FB3739'GUY WIRES. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FB3739'FOOT (0.3 M) BELOW THE ROAD, 13.7 FEET (4.2 M) NORTH NORTHWEST OF A FB3739'POWER POLE, 26.0 FEET (7.9 M) SOUTHWEST OF THE EXTENDED CENTER OF A FB3739'SAND DRIVE, 28.0 FEET (8.5 M) EAST SOUTHEAST OF THE CENTER OF THE FB3739'ROAD, 11.7 FEET (3.6 M) EAST NORTHEAST OF A JUNCTION BOX NUMBER FB3739'4401/048, 3.4 FEET (1.0 M) NORTHWEST OF A WIRE FENCE, 6.7 FEET (2.0 M) FB3739'WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY T. HALL. FB3739 FB3739 STATION RECOVERY (1995) FB3739 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) FB3739'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF CAMPOBELLO, FB3739'3.2 MILES (5.1 KM) SOUTHWEST OF LANDRUM. OWNERSHIP--SCDOT, DIRECTOR FB3739'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FB3739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY FB3739'176 (NORTH MAIN STREET) AND STATE HIGHWAY 11 (CHEROKEE FOOTHILLS FB3739'SCENIC HIGHWAY) AT THE WEST EDGE OF CAMPOBELLO, GO WEST ON HIGHWAY 11 FB3739'FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE ROAD 184 (GIBSON FB3739'ROAD), TURN RIGHT ON ROAD 184 FOR 0.6 MILE (1.0 KM) TO THE STATION ON FB3739'THE RIGHT NEAR A POWER POLE WITH TWO GUY WIRES AND A GRAVEL DRIVE FB3739'LEFT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT FB3739'(0.3 M) BELOW THE ROAD, 13.7 FEET (4.2 M) NORTH NORTHWEST OF THE POWER FB3739'POLE, 25.0 FEET (7.6 M) SOUTHWEST OF THE EXTENDED CENTER OF THE GRAVEL FB3739'DRIVE, 65.2 FEET (19.9 M) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER FB3739'4401/049, 11.6 FEET (3.5 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A FB3739'CONCRETE AND BRICK CATCH BASIN FOR TWO CONCRETE PIPE CULVERTS, 27.7 FB3739'FEET (8.4 M) SOUTHEAST OF THE CENTER OF THE ROAD, 6.8 FEET (2.1 M) FB3739'WEST SOUTHWEST OF A WITNESS POST IN THE FENCE LINE. RECOVERED BY R.W. FB3739'ROBERTS. FB3739 FB3739 STATION RECOVERY (2000) FB3739 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3739'RECOVERED AS DESCRIBED. FB3739 FB3739 STATION RECOVERY (2000) FB3739 FB3739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3739'STATION IS LOCATED 1.6 MILES (2.6 KM) NORTHEAST OF GOWENSVILLE, 19.7 FB3739'MILES (31.7 KM) NORTHWEST OF SPARTANBURG. OWNERSHIP--SCDOT, DIRECTOR FB3739'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE FB3739'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE FB3739'HIGHWAYS 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) AND 14 IN GOWENSVILLE, FB3739'GO EAST ON HIGHWAY 11 FOR 0.4 MILE (0.6 KM) TO THE FB3739'GREENVILLE/SPARTANBURG COUNTY LINE, CONTINUE ON HIGHWAY 11 FOR 0.95 FB3739'MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 184 (GIBSON ROAD) LEFT, FB3739'TURN LEFT ON ROAD 184 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE FB3739'RIGHT NEAR A POWER POLE OPPOSITE HOUSE NUMBER 460. STATION IS A FB3739'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 47.3 FEET FB3739'(14.4 M) EAST SOUTHEAST OF THE CENTER OF ROAD 184, 13.0 FEET (4.0 M) FB3739'NORTH NORTHWEST OF A POWER POLE WITH TWO GUY WIRES, 3.4 FEET (1.0 M) FB3739'NORTHWEST OF A 4.O-FOOT HIGH HOG WIRE FENCE LINE, 11.2 FEET (3.4 M) FB3739'EAST NORTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 4401/048, 13.7 FEET FB3739'(4.2 M) SOUTH OF THE CENTER OF CATCH BASIN GRATE, 6.9 FEET (2.1 M) FB3739'WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY D.L. BRECHLIN. FB3739 FB3739 STATION RECOVERY (2002) FB3739 FB3739'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 FB3739'RECOVERED IN GOOD CONDITION. FB3739 FB3739 STATION RECOVERY (2004) FB3739 FB3739'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) FB3739'RECOVERED AS DESCRIBED - JTG