1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 ED2718 *********************************************************************** ED2718 DESIGNATION - 39 043 ED2718 PID - ED2718 ED2718 STATE/COUNTY- SC/PICKENS ED2718 USGS QUAD - EASLEY (1983) ED2718 ED2718 *CURRENT SURVEY CONTROL ED2718 ___________________________________________________________________ ED2718* NAD 83(2001)- 34 49 48.82731(N) 082 30 53.02299(W) ADJUSTED ED2718* NAVD 88 - 274.357 (meters) 900.12 (feet) ADJUSTED ED2718 ___________________________________________________________________ ED2718 X - 682,804.959 (meters) COMP ED2718 Y - -5,196,741.177 (meters) COMP ED2718 Z - 3,622,561.824 (meters) COMP ED2718 LAPLACE CORR- -0.87 (seconds) DEFLEC99 ED2718 ELLIP HEIGHT- 243.23 (meters) (03/27/03) GPS OBS ED2718 GEOID HEIGHT- -31.10 (meters) GEOID03 ED2718 DYNAMIC HT - 274.077 (meters) 899.20 (feet) COMP ED2718 MODELED GRAV- 979,607.7 (mgal) NAVD 88 ED2718 ED2718 HORZ ORDER - FIRST ED2718 VERT ORDER - FIRST CLASS II ED2718 ELLP ORDER - FOURTH CLASS II ED2718 ED2718 ED2718.The horizontal coordinates were established by GPS observations ED2718.and adjusted by the National Geodetic Survey in March 2003. ED2718 ED2718.The orthometric height was determined by differential leveling ED2718.and adjusted by the National Geodetic Survey in June 1991. ED2718 ED2718.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED2718 ED2718.The Laplace correction was computed from DEFLEC99 derived deflections. ED2718 ED2718.The ellipsoidal height was determined by GPS observations ED2718.and is referenced to NAD 83. ED2718 ED2718.The geoid height was determined by GEOID03. ED2718 ED2718.The dynamic height is computed by dividing the NAVD 88 ED2718.geopotential number by the normal gravity value computed on the ED2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED2718.degrees latitude (g = 980.6199 gals.). ED2718 ED2718.The modeled gravity was interpolated from observed gravity values. ED2718 ED2718; North East Units Scale Factor Converg. ED2718;SPC SC - 333,377.339 471,043.322 MT 0.99999890 -0 50 23.2 ED2718;SPC SC - 1,093,757.67 1,545,417.72 iFT 0.99999890 -0 50 23.2 ED2718;UTM 17 - 3,855,262.328 361,487.977 MT 0.99983646 -0 51 55.0 ED2718 ED2718! - Elev Factor x Scale Factor = Combined Factor ED2718!SPC SC - 0.99996182 x 0.99999890 = 0.99996072 ED2718!UTM 17 - 0.99996182 x 0.99983646 = 0.99979829 ED2718 ED2718 SUPERSEDED SURVEY CONTROL ED2718 ED2718 NAD 83(1995)- 34 49 48.82742(N) 082 30 53.02297(W) AD( ) 1 ED2718 ELLIP H (12/20/99) 243.23 (m) GP( ) 4 1 ED2718 NAD 83(1986)- 34 49 48.83453(N) 082 30 53.02507(W) AD( ) 1 ED2718 NAVD 88 (01/05/05) 274.36 (m) 900.1 (f) LEVELING 3 ED2718 NGVD 29 (12/12/91) 274.438 (m) 900.39 (f) ADJUSTED 1 2 ED2718 ED2718.Superseded values are not recommended for survey control. ED2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2718.See file dsdata.txt to determine how the superseded data were derived. ED2718 ED2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6148855262(NAD 83) ED2718_MARKER: DD = SURVEY DISK ED2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2718_STAMPING: 39 043 1988 ED2718_MARK LOGO: SCGS ED2718_PROJECTION: FLUSH ED2718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET ED2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2718+STABILITY: SURFACE MOTION ED2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2718+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 ED2718 ED2718 HISTORY - Date Condition Report By ED2718 HISTORY - 1988 MONUMENTED SCGS ED2718 HISTORY - 19910806 GOOD SCGS ED2718 HISTORY - 20000814 GOOD SCGS ED2718 HISTORY - 20040819 GOOD WOOLPT ED2718 ED2718 STATION DESCRIPTION ED2718 ED2718'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED2718'STATION IS LOCATED (6.6 MI) WEST OF GREENVILLE AND (4.9 MI) EAST OF ED2718'EASLEY. OWNERSHIP--MR FLOYD SPEARMAN, 4220 CALHOUN MEMORIAL HIGHWAY, ED2718'EASLEY, SC 29640, PHONE 803-269-2148 ED2718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE ED2718'HIGHWAY 124 ((5.7 MI) EAST OF EASLEY), GO WEST ON HIGHWAY 123 FOR ED2718'(0.8 MI) TO THE MARK ON THE RIGHT ON A HILLSIDE AT A FENCELINE BETWEEN ED2718'A RESIDENTIAL HOME AND A COMERCIAL DEVELOPMENT, (0.3 MI) WEST OF THE ED2718'BRIDGE OVER STATE ROAD 144. ED2718'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (35.6 FT) WEST OF ED2718'THE CENTER OF A STEEP PAVED DRIVEWAY, (59.7 FT) NORTH OF THE CENTER OF ED2718'THE SOUTHBOUND LANES OF THE HIGHWAY, (24.4 FT) NORTH-NORTHWEST OF A ED2718'POWER POLE, (124.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, ED2718'(3.2 FT) SOUTH OF A FENCE POST. ED2718'DESCRIBED BY T HALL ED2718 ED2718 STATION RECOVERY (1991) ED2718 ED2718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2718'RECOVERED IN GOOD CONDITION. ED2718 ED2718 STATION RECOVERY (2000) ED2718 ED2718'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) ED2718'STATION IS LOCATED 5.0 MILES (8.0 KM) EAST OF EASLEY, 11.5 MILES (18.5 ED2718'KM) EAST SOUTHEAST OF PICKENS. OWNERSHIP--FLOYD SPEARMAN, 4220 ED2718'CALHOUN MEMORIAL HWY, EASLEY, SC 29640, PHONE 864-269-2148. TO REACH ED2718'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 (CALHOUN MEMORIAL ED2718'HIGHWAY) AND STATE HIGHWAY 124 (OLD EASLEY HIGHWAY) , 5.6 MILES (9.0 ED2718'KM) EAST OF EASLEY, GO WEST ON HIGHWAY 123 FOR 0.75 MILE (1.21 KM) TO ED2718'THE STATION ON THE RIGHT ATOP A STEEP SLOPE NEAR THE EAST END OF A ED2718'CLIFF. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 20.0 FEET ED2718'(6.1 M) ABOVE THE HIGHWAY, 59.7 FEET (18.2 M) NORTH OF THE CENTER OF ED2718'THE WEST BOUND LANES OF HIGHWAY 123, 24.6 FEET (7.5 M) NORTH NORTHWEST ED2718'OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 3.2 FEET (1.0 ED2718'M) SOUTH OF THE SOUTH END OF A 4.0-FOOT CLIFF, 35.1 FEET (10.7 M) WEST ED2718'OF THE CENTER OF A PAVED DRIVE LEADING TO A VINYL-SIDED HOUSE NUMBER ED2718'4220, 25.1 FEET (7.7 M) NORTH NORTHWEST OF A WITNESS POST. ED2718 ED2718 STATION RECOVERY (2004) ED2718 ED2718'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) ED2718'RECOVERED AS DESCRIBED - JTG 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 ED2721 *********************************************************************** ED2721 DESIGNATION - 39 046 ED2721 PID - ED2721 ED2721 STATE/COUNTY- SC/PICKENS ED2721 USGS QUAD - EASLEY (1983) ED2721 ED2721 *CURRENT SURVEY CONTROL ED2721 ___________________________________________________________________ ED2721* NAD 83(1986)- 34 49 25. (N) 082 34 43. (W) SCALED ED2721* NAVD 88 - 308.026 (meters) 1010.58 (feet) ADJUSTED ED2721 ___________________________________________________________________ ED2721 GEOID HEIGHT- -31.06 (meters) GEOID03 ED2721 DYNAMIC HT - 307.709 (meters) 1009.54 (feet) COMP ED2721 MODELED GRAV- 979,598.2 (mgal) NAVD 88 ED2721 ED2721 VERT ORDER - FIRST CLASS II ED2721 ED2721.The horizontal coordinates were scaled from a topographic map and have ED2721.an estimated accuracy of +/- 6 seconds. ED2721 ED2721.The orthometric height was determined by differential leveling ED2721.and adjusted by the National Geodetic Survey in June 1991. ED2721 ED2721.The geoid height was determined by GEOID03. ED2721 ED2721.The dynamic height is computed by dividing the NAVD 88 ED2721.geopotential number by the normal gravity value computed on the ED2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED2721.degrees latitude (g = 980.6199 gals.). ED2721 ED2721.The modeled gravity was interpolated from observed gravity values. ED2721 ED2721; North East Units Estimated Accuracy ED2721;SPC SC - 332,730. 465,190. MT (+/- 180 meters Scaled) ED2721 ED2721 SUPERSEDED SURVEY CONTROL ED2721 ED2721 NGVD 29 (12/12/91) 308.100 (m) 1010.82 (f) ADJUSTED 1 2 ED2721 ED2721.Superseded values are not recommended for survey control. ED2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2721.See file dsdata.txt to determine how the superseded data were derived. ED2721 ED2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU556546(NAD 83) ED2721_MARKER: DD = SURVEY DISK ED2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2721_STAMPING: 39 046 1988 ED2721_MARK LOGO: SCGS ED2721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT ED2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2721+STABILITY: SURFACE MOTION ED2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2721+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 ED2721 ED2721 HISTORY - Date Condition Report By ED2721 HISTORY - 1988 MONUMENTED SCGS ED2721 HISTORY - 20050118 GOOD ESP ED2721 ED2721 STATION DESCRIPTION ED2721 ED2721'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED2721'STATION IS LOCATED (1.4 MI) SOUTHEAST OF THE CENTER OF EASLEY. ED2721'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, ED2721'SC 29202. ED2721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE ED2721'HIGHWAY 93 ((2.1 MI) EAST OF EASLEY), GO WEST ON HIGHWAY 123 FOR ED2721'(0.8 MI) TO A ROAD RIGHT (BILTMORE ROAD) AND THE MARK ON THE RIGHT IN ED2721'THE NORTHEAST ANGLE, (0.4 MI) EAST OF THE JUNCTION OF STATE ROAD 29 (S ED2721'B ST/BUSHY CREEK RD). ED2721'THE STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (57.2 FT) ED2721'NORTH-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, ED2721'(25.0 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, (37.2 FT) ED2721'NORTHWEST OF A POWER POLE WITH A STREET LIGHT, (94.0 FT) SOUTHWEST OF ED2721'THE SOUTHWEST CORNER OF A FAST FOOD RESTAURANT (BURGER KING). ED2721'DESCRIBED BY T HALL ED2721 ED2721 STATION RECOVERY (2005) ED2721 ED2721'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM) ED2721'RECOVERED AS DESCRIBED ED2721' 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 ED2723 *********************************************************************** ED2723 DESIGNATION - 39 048 ED2723 PID - ED2723 ED2723 STATE/COUNTY- SC/PICKENS ED2723 USGS QUAD - EASLEY (1983) ED2723 ED2723 *CURRENT SURVEY CONTROL ED2723 ___________________________________________________________________ ED2723* NAD 83(2001)- 34 49 05.53733(N) 082 36 06.07790(W) ADJUSTED ED2723* NAVD 88 - 325.787 (meters) 1068.85 (feet) ADJUSTED ED2723 ___________________________________________________________________ ED2723 X - 675,020.457 (meters) COMP ED2723 Y - -5,198,568.961 (meters) COMP ED2723 Z - 3,621,496.102 (meters) COMP ED2723 LAPLACE CORR- -0.70 (seconds) DEFLEC99 ED2723 ELLIP HEIGHT- 294.77 (meters) (03/27/03) GPS OBS ED2723 GEOID HEIGHT- -31.05 (meters) GEOID03 ED2723 DYNAMIC HT - 325.451 (meters) 1067.75 (feet) COMP ED2723 MODELED GRAV- 979,595.5 (mgal) NAVD 88 ED2723 ED2723 HORZ ORDER - FIRST ED2723 VERT ORDER - FIRST CLASS II ED2723 ELLP ORDER - FOURTH CLASS II ED2723 ED2723 ED2723.The horizontal coordinates were established by GPS observations ED2723.and adjusted by the National Geodetic Survey in March 2003. ED2723 ED2723.The orthometric height was determined by differential leveling ED2723.and adjusted by the National Geodetic Survey in June 1991. ED2723 ED2723.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED2723 ED2723.The Laplace correction was computed from DEFLEC99 derived deflections. ED2723 ED2723.The ellipsoidal height was determined by GPS observations ED2723.and is referenced to NAD 83. ED2723 ED2723.The geoid height was determined by GEOID03. ED2723 ED2723.The dynamic height is computed by dividing the NAVD 88 ED2723.geopotential number by the normal gravity value computed on the ED2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED2723.degrees latitude (g = 980.6199 gals.). ED2723 ED2723.The modeled gravity was interpolated from observed gravity values. ED2723 ED2723; North East Units Scale Factor Converg. ED2723;SPC SC - 332,163.415 463,068.808 MT 0.99999466 -0 53 16.7 ED2723;SPC SC - 1,089,774.98 1,519,254.62 iFT 0.99999466 -0 53 16.7 ED2723;UTM 17 - 3,854,052.215 353,514.079 MT 0.99986448 -0 54 52.9 ED2723 ED2723! - Elev Factor x Scale Factor = Combined Factor ED2723!SPC SC - 0.99995373 x 0.99999466 = 0.99994839 ED2723!UTM 17 - 0.99995373 x 0.99986448 = 0.99981822 ED2723 ED2723 SUPERSEDED SURVEY CONTROL ED2723 ED2723 NAD 83(1995)- 34 49 05.53745(N) 082 36 06.07789(W) AD( ) 1 ED2723 ELLIP H (12/20/99) 294.77 (m) GP( ) 4 1 ED2723 NAD 83(1986)- 34 49 05.54453(N) 082 36 06.08028(W) AD( ) 1 ED2723 NGVD 29 (12/12/91) 325.859 (m) 1069.09 (f) ADJUSTED 1 2 ED2723 ED2723.Superseded values are not recommended for survey control. ED2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2723.See file dsdata.txt to determine how the superseded data were derived. ED2723 ED2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5351454052(NAD 83) ED2723_MARKER: DD = SURVEY DISK ED2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2723_STAMPING: 39 048 1988 ED2723_MARK LOGO: SCGS ED2723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT ED2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2723+STABILITY: SURFACE MOTION ED2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2723+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 ED2723 ED2723 HISTORY - Date Condition Report By ED2723 HISTORY - 1988 MONUMENTED SCGS ED2723 HISTORY - 19910807 GOOD SCGS ED2723 HISTORY - 20050118 GOOD ESP ED2723 ED2723 STATION DESCRIPTION ED2723 ED2723'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED2723'STATION IS LOCATED (0.85 MI) SOUTH OF THE CENTER OF EASLEY, AT THE ED2723'NORTHWEST CORNER OF THE JUNCTION OVERPASS OF U.S. HIGHWAY 123 AND ED2723'STATE HIGHWAY 135. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, PO ED2723'BOX 191, COLUMBIA, SC 29202 ED2723'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (4.2 FT) WEST OF THE ED2723'NORTHWEST CORNER OF THE OVERPASS, (19.3 FT) NORTHWEST OF THE CENTER OF ED2723'THE SOUTHBOUND LANES OF THE HIGHWAY, (54.5 FT) SOUTH-SOUTHWEST OF A ED2723'POWER POLE, (3.5 FT) WEST OF A WITNESS POST. ED2723'DESCRIBED BY T HALL ED2723 ED2723 STATION RECOVERY (1991) ED2723 ED2723'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2723'RECOVERED IN GOOD CONDITION. ED2723 ED2723 STATION RECOVERY (2005) ED2723 ED2723'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM) ED2723'RECOVERED AS FOUND ED2723' ED2723'MONUMENT IS GOOD FOR RTK BASE AND RADIO SETUP. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FB3486 *********************************************************************** FB3486 CBN - This is a Cooperative Base Network Control Station. FB3486 DESIGNATION - 39 100 FB3486 PID - FB3486 FB3486 STATE/COUNTY- SC/PICKENS FB3486 USGS QUAD - CLEVELAND (1961) FB3486 FB3486 *CURRENT SURVEY CONTROL FB3486 ___________________________________________________________________ FB3486* NAD 83(2001)- 35 02 52.53936(N) 082 37 24.46595(W) ADJUSTED FB3486* NAVD 88 - 340.977 (meters) 1118.69 (feet) ADJUSTED FB3486 ___________________________________________________________________ FB3486 X - 671,172.645 (meters) COMP FB3486 Y - -5,184,364.231 (meters) COMP FB3486 Z - 3,642,399.197 (meters) COMP FB3486 LAPLACE CORR- -3.82 (seconds) DEFLEC99 FB3486 ELLIP HEIGHT- 310.00 (meters) (01/30/03) GPS OBS FB3486 GEOID HEIGHT- -30.98 (meters) GEOID03 FB3486 DYNAMIC HT - 340.625 (meters) 1117.53 (feet) COMP FB3486 MODELED GRAV- 979,594.7 (mgal) NAVD 88 FB3486 FB3486 HORZ ORDER - B FB3486 VERT ORDER - FIRST CLASS II FB3486 ELLP ORDER - FOURTH CLASS II FB3486 FB3486 FB3486.The horizontal coordinates were established by GPS observations FB3486.and adjusted by the National Geodetic Survey in January 2003. FB3486 FB3486.The orthometric height was determined by differential leveling FB3486.and adjusted by the National Geodetic Survey in August 1993. FB3486 FB3486.The X, Y, and Z were computed from the position and the ellipsoidal ht. FB3486 FB3486.The Laplace correction was computed from DEFLEC99 derived deflections. FB3486 FB3486.The ellipsoidal height was determined by GPS observations FB3486.and is referenced to NAD 83. FB3486 FB3486.The geoid height was determined by GEOID03. FB3486 FB3486.The dynamic height is computed by dividing the NAVD 88 FB3486.geopotential number by the normal gravity value computed on the FB3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB3486.degrees latitude (g = 980.6199 gals.). FB3486 FB3486.The modeled gravity was interpolated from observed gravity values. FB3486 FB3486; North East Units Scale Factor Converg. FB3486;SPC SC - 357,677.609 461,477.266 MT 1.00008337 -0 54 00.2 FB3486;SPC SC - 1,173,482.97 1,514,033.02 iFT 1.00008337 -0 54 00.2 FB3486;UTM 17 - 3,879,562.881 351,935.965 MT 0.99987019 -0 55 56.9 FB3486 FB3486! - Elev Factor x Scale Factor = Combined Factor FB3486!SPC SC - 0.99995134 x 1.00008337 = 1.00003471 FB3486!UTM 17 - 0.99995134 x 0.99987019 = 0.99982154 FB3486 FB3486 SUPERSEDED SURVEY CONTROL FB3486 FB3486 NAD 83(1995)- 35 02 52.53931(N) 082 37 24.46583(W) AD( ) B FB3486 ELLIP H (09/11/96) 310.01 (m) GP( ) 4 1 FB3486 NAD 83(1986)- 35 02 52.54788(N) 082 37 24.46792(W) AD( ) 1 FB3486 NAVD 88 (09/11/96) 340.98 (m) 1118.7 (f) LEVELING 3 FB3486 NGVD 29 (12/12/91) 341.041 (m) 1118.90 (f) ADJUSTED 1 2 FB3486 FB3486.Superseded values are not recommended for survey control. FB3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB3486.See file dsdata.txt to determine how the superseded data were derived. FB3486 FB3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5193679563(NAD 83) FB3486_MARKER: DD = SURVEY DISK FB3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB3486_STAMPING: 39 100 1990 FB3486_MARK LOGO: SCGS FB3486_PROJECTION: FLUSH FB3486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FB3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB3486+STABILITY: SURFACE MOTION FB3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3486+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 FB3486 FB3486 HISTORY - Date Condition Report By FB3486 HISTORY - 1990 MONUMENTED SCGS FB3486 HISTORY - 19910716 GOOD SCGS FB3486 HISTORY - 19910716 GOOD SCGS FB3486 HISTORY - 19920107 GOOD FB3486 HISTORY - 19950202 GOOD SCGS FB3486 HISTORY - 19960403 GOOD SCGS FB3486 HISTORY - 19960809 GOOD SCGS FB3486 HISTORY - 19990505 GOOD SCGS FB3486 HISTORY - 20000606 GOOD SCGS FB3486 HISTORY - 20020627 GOOD SCGS FB3486 HISTORY - 20040819 GOOD WOOLPT FB3486 FB3486 STATION DESCRIPTION FB3486 FB3486'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1990 FB3486'STATION IS LOCATED AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 AND FB3486'11 (3.65 MILES NORTHEAST OF PUMPKINTOWN), NEAR THE EAST ENTRANCE FB3486'DRIVE OF THE PUMPKINTOWN MOUNTAIN STORES, 3.9 MILES SOUTH OF CAESARS FB3486'HEAD. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350. FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH FB3486'HIGHWAY 11, 23.4 FEET NORTH NORTHWEST OF THE CENTER OF HIGHWAY 11, FB3486'185.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 69.2 FB3486'FEET NORTH NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO FB3486'THE STORE AND A SMALL HOUSE, 5.2 FEET SOUTH SOUTHEAST OF A WITNESS FB3486'POST. FB3486'DESCRIBED BY B.J. MORGAN. FB3486 FB3486 STATION RECOVERY (1991) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 FB3486'RECOVERED IN GOOD CONDITION. FB3486 FB3486 STATION RECOVERY (1991) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW) FB3486'RECOVERED AS DESCRIBED IN L252473. FB3486 FB3486 STATION RECOVERY (1992) FB3486 FB3486'RECOVERED 1992 FB3486'RECOVERED IN GOOD CONDITION. FB3486 FB3486 STATION RECOVERY (1995) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN STORE AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) , FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN. STATION IS A CONCRETE FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH FB3486'SOUTHEAST OF A WITNESS POST. RECOVERED BY R.W. ROBERTS. FB3486 FB3486 STATION RECOVERY (1996) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) FB3486'RECOVERED AS DESCRIBED. FB3486 FB3486 STATION RECOVERY (1996) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 (CHEROKEE FOOTHILLS SCENIC HIGHWAY) , FB3486'3.65 MILES (5.87 KM) NORTHEAST OF PUMPKINTOWN. STATION IS A CONCRETE FB3486'POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 11, 23.4 FEET (7.1 FB3486'M) NORTH NORTHWEST OF HIGHWAY 11, 69.2 FEET (21.1 M) NORTH NORTHEAST FB3486'OF THE CENTER OF THE EAST GRAVEL DRIVE LEADING TO THE STORE, 171.0 FB3486'FEET (52.1 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FB3486'PORCH AT THE NORTHEAST END OF THE STORE, 81.5 FEET (24.8 M) SOUTHEAST FB3486'OF THE SOUTHEAST CORNER OF THE WALL EXTENSION OF AN ENTRANCE MARKER FB3486'(OLD WELL) ON THE NORTHEAST SIDE OF THE DRIVE, 5.2 FEET (1.6 M) SOUTH FB3486'SOUTHEAST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEAN. FB3486 FB3486 STATION RECOVERY (1999) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) FB3486'STATION IS LOCATED NEAR THE EAST ENTRANCE DRIVE OF THE PUMPKINTOWN FB3486'MOUNTAIN OPRY AT THE SOUTHWEST JUNCTION OF STATE HIGHWAYS 8 FB3486'(PUMPKINTOWN HIGHWAY) AND 11 CHEROKEE FOOTHILLS SCENIC HIGHWAY) , 3.6 FB3486'MILES (5.8 KM) NORTHEAST OF PUMPKINTOWN, 12.4 MILES (20.0 KM) FB3486'NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, FB3486'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A FB3486'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH HIGHWAY 11, FB3486'22.6 FEET (6.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 68.5 FB3486'FEET (20.9 M) EAST NORTHEAST OF THE CENTER OF THE EAST GRAVEL DRIVE FB3486'LEADING TO THE STORE, 171.3 FEET (52.2 M) SOUTHEAST OF THE SOUTHEAST FB3486'CORNER OF A CONCRETE PORCH AT THE NORTHEAST END OF THE STORE, 81.3 FB3486'FEET (24.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WALL EXTENSION FB3486'OF AN ENTRANCE MARKER (OLD WELL) ON THE NORTHEAST SIDE OF THE FB3486'DRIVEWAY, 5.3 FEET (1.6 M) SOUTH SOUTHEAST OF A WITNESS POST. FB3486'RECOVERED BY J.B. SMOAK. FB3486 FB3486 STATION RECOVERY (2000) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERNMOST JUNCTION OF FB3486'STATE HIGHWAYS 11 AND 8, 10.2 MILES (16.4 KM) EAST OF ROCKY BOTTOM, FB3486'12.4 MILES (20.0 KM) NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR FB3486'OF PRECONSTRUCTION, P.0. BOX 191, COLUMBIA, SC 29202, PHONE FB3486'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND FB3486'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 22.8 FEET (6.9 M) NORTH OF THE FB3486'CENTER OF THE HIGHWAY 11, 119.0 FEET (36.3 M) EAST OF THE EXTENDED FB3486'CENTER OF HIGHWAY 8, 82.1 FEET (25.0 M) SOUTH SOUTHEAST OF THE FB3486'SOUTHEAST CORNER OF A DECORATIVE WELL, 70.2 FEET (21.4 M) WEST THE FB3486'CENTER OF THE EAST GRAVEL ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY, FB3486'5.2 FEET (1.6 M) SOUTH OF A WITNESS POST. RECOVERED BY D.L BRECHLIN. FB3486 FB3486 STATION RECOVERY (2002) FB3486 FB3486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) FB3486'STATION IS LOCATED ON THE NORTH SIDE OF THE WESTERN-MOST JUNCTION OF FB3486'STATE FB3486'HIGHWAYS 11 AND 8 (PUMPKINTOWN HIGHWAY), 10.2 MILES EAST OF ROCKY FB3486'BOTTOM, 12.4 MILES FB3486'NORTHEAST OF PICKENS. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, FB3486'P.O. BOX 191, FB3486'COLUMBIA, SC 29202, PHONE 803-737-1350. FB3486'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW FB3486'THE FB3486'HIGHWAY, 23.1 FEET NORTH OF THE CENTER OF HIGHWAY 11, 119.0 FEET WEST FB3486'OF THE FB3486'EXTENDED CENTER OF HIGHWAY 8, 82.1 FEET SOUTH SOUTHEAST OF THE FB3486'SOUTHEAST FB3486'CORNER OF A DECORATIVE WELL, 70.2 FEET EAST OF THE CENTER OF THE EAST FB3486'GRAVEL FB3486'ENTRANCE TO THE PUMPKINTOWN MOUNTAIN OPRY, 18.3 FEET SOUTH OF A CABLE FB3486'FENCE, 5.2 FEET SOUTH OF A WITNESS POST. FB3486'RECOVERED BY D.J. NOVAK. FB3486' FB3486' FB3486 FB3486 STATION RECOVERY (2004) FB3486 FB3486'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (JTG) FB3486'RECOVERED AS DESCRIBED- JTG