1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2758 *********************************************************************** ED2758 DESIGNATION - 39 038 ED2758 PID - ED2758 ED2758 STATE/COUNTY- SC/PICKENS ED2758 USGS QUAD - CLEMSON (1980) ED2758 ED2758 *CURRENT SURVEY CONTROL ED2758 ___________________________________________________________________ ED2758* NAD 83(1986)- 34 41 11. (N) 082 47 43. (W) SCALED ED2758* NAVD 88 - 244.561 (meters) 802.36 (feet) ADJUSTED ED2758 ___________________________________________________________________ ED2758 GEOID HEIGHT- -30.87 (meters) GEOID99 ED2758 DYNAMIC HT - 244.309 (meters) 801.54 (feet) COMP ED2758 MODELED GRAV- 979,598.6 (mgal) NAVD 88 ED2758 ED2758 VERT ORDER - FIRST CLASS II ED2758 ED2758.The horizontal coordinates were scaled from a topographic map and have ED2758.an estimated accuracy of +/- 6 seconds. ED2758 ED2758.The orthometric height was determined by differential leveling ED2758.and adjusted by the National Geodetic Survey in June 1991. ED2758 ED2758.The geoid height was determined by GEOID99. ED2758 ED2758.The dynamic height is computed by dividing the NAVD 88 ED2758.geopotential number by the normal gravity value computed on the ED2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED2758.degrees latitude (g = 980.6199 gals.). ED2758 ED2758.The modeled gravity was interpolated from observed gravity values. ED2758 ED2758; North East Units Estimated Accuracy ED2758;SPC SC - 317,830. 445,110. MT (+/- 180 meters Scaled) ED2758 ED2758 SUPERSEDED SURVEY CONTROL ED2758 ED2758 NGVD 29 - 244.627 (m) 802.58 (f) ADJUSTED 1 2 ED2758 ED2758.Superseded values are not recommended for survey control. ED2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2758.See file dsdata.txt to determine how the superseded data were derived. ED2758 ED2758_MARKER: DD = SURVEY DISK ED2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2758_STAMPING: 39 038 1988 ED2758_MARK LOGO: SCGS ED2758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT ED2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2758+STABILITY: SURFACE MOTION ED2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2758+SATELLITE: SATELLITE OBSERVATIONS - 1988 ED2758 ED2758 HISTORY - Date Condition Report By ED2758 HISTORY - 1988 MONUMENTED SCGS ED2758 HISTORY - 19950817 GOOD USPSQD ED2758 HISTORY - 19970527 GOOD USPSQD ED2758 HISTORY - 20021003 MARK NOT FOUND USPSQD ED2758 ED2758 STATION DESCRIPTION ED2758 ED2758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED2758'STATION IS LOCATED (2.4 MI) EAST OF CLEMSON AND (2.5 MI) ED2758'NORTH-NORTHWEST OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF ED2758'PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC 29202 ED2758'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 123 ED2758'AND STATE HIGHWAY 93 ((1.8 MI) NORTHEAST OF CLEMSON), GO EASTERLY ON ED2758'HIGHWAY 123 FOR (0.8 MI) TO THE STATE ROAD 271 OVERPASS. CONTINUE ON ED2758'HIGHWAY 123 FOR (0.25 MI) TO A PULL-OVER ROAD AND THE MARK ON THE ED2758'RIGHT NEAR A GRANITE MONUMENT (JOHN C CALHOUN MEMORIAL HIGHWAY). ED2758'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, (9.8 FT) SOUTHWEST ED2758'OF THE SOUTHWEST CORNER OF THE MONUMENT, (46.6 FT) SOUTH OF THE ED2758'NORTHBOUND LANES OF THE HIGHWAY, (18.0 FT) SOUTH OF THE CENTER OF THE ED2758'PULL-OVER ROAD, (81.3 FT) NORTH-NORTHEAST OF A LONE CEDAR TREE IN A ED2758'FENCELINE. ED2758'DESCRIBED BY T HALL ED2758 ED2758 STATION RECOVERY (1995) ED2758 ED2758'RECOVERY NOTE BY US POWER SQUADRON 1995 ED2758'RECOVERED IN GOOD CONDITION. ED2758 ED2758 STATION RECOVERY (1997) ED2758 ED2758'RECOVERY NOTE BY US POWER SQUADRON 1997 ED2758'RECOVERED IN GOOD CONDITION. ED2758 ED2758 STATION RECOVERY (2002) ED2758 ED2758'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2758'AREA WERE ED2758 WAS REPORTED IN 19970527 FOUND IN GOOD CONDITION WAS ED2758'RECENTLY GRADED AND PLOWED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2614 *********************************************************************** ED2614 DESIGNATION - CLEMSON AZ MK ED2614 PID - ED2614 ED2614 STATE/COUNTY- SC/PICKENS ED2614 USGS QUAD - CLEMSON (1980) ED2614 ED2614 *CURRENT SURVEY CONTROL ED2614 ___________________________________________________________________ ED2614* NAD 83(1986)- 34 40 38.31557(N) 082 50 14.26181(W) ADJUSTED ED2614* NAVD 88 - 223.0 (meters) 732. (feet) VERTCON ED2614 ___________________________________________________________________ ED2614 LAPLACE CORR- 0.37 (seconds) DEFLEC99 ED2614 GEOID HEIGHT- -30.87 (meters) GEOID99 ED2614 ED2614 HORZ ORDER - SECOND ED2614 ED2614.The North Carolina/South Carolina HARNS have been completed but, ED2614.due to contractual restrictions, coordinates for these stations ED2614.will NOT be published in the near future. In the interim, the ED2614.published coordinates in North and South Carolina will not be ED2614.consistent with the Continuously Operating Reference Stations ED2614.(CORS). The HARN coordinates for these stations are available ED2614.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2614.Lapine(803-896-7700). ED2614. ED2614.In addition, the published North and South Carolina positions ED2614.(NAD 83 (1986)) are NOT consistent with those determined in ED2614.adjacent state readjustments. The discontinuity between stations ED2614.located in North or South Carolina and those in adjacent states ED2614.which have been adjusted to the HARN may be as much as 5 ED2614.decimeters. This will result in a significant loss of accuracy ED2614.over lines crossing such state borders. ED2614 ED2614 ED2614.The horizontal coordinates were established by classical geodetic methods ED2614.and adjusted by the National Geodetic Survey in July 1986. ED2614 ED2614.The NAVD 88 height was computed by applying the VERTCON shift value to ED2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) ED2614 ED2614.The Laplace correction was computed from DEFLEC99 derived deflections. ED2614 ED2614.The geoid height was determined by GEOID99. ED2614 ED2614; North East Units Scale Converg. ED2614;SPC SC - 316,894.645 441,238.501 MT 0.99994829 -1 01 06.9 ED2614;SPC SC - 1,039,680.59 1,447,632.88 iFT 0.99994829 -1 01 06.9 ED2614;UTM 17 - 3,838,794.701 331,678.020 MT 0.99994922 -1 02 44.1 ED2614 ED2614 SUPERSEDED SURVEY CONTROL ED2614 ED2614 NAD 27 - 34 40 37.94319(N) 082 50 14.74568(W) AD( ) 2 ED2614 NGVD 29 - 223.1 (m) 732. (f) VERT ANG ED2614 ED2614.Superseded values are not recommended for survey control. ED2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2614.See file dsdata.txt to determine how the superseded data were derived. ED2614 ED2614_MARKER: DZ = AZIMUTH MARK DISK ED2614_SETTING: 31 = SIDEWALK ED2614_STAMPING: CLEMSON 1980 ED2614_MARK LOGO: NGS ED2614_MAGNETIC: N = NO MAGNETIC MATERIAL ED2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY ED2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ED2614+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 ED2614 ED2614 HISTORY - Date Condition Report By ED2614 HISTORY - 1981 MONUMENTED NGS ED2614 HISTORY - 1981 GOOD NGS ED2614 HISTORY - 19910806 GOOD SCGS ED2614 HISTORY - 19970527 GOOD USPSQD ED2614 HISTORY - 20021003 GOOD USPSQD ED2614 ED2614 STATION DESCRIPTION ED2614 ED2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2614'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) ED2614'NORTH-NORTHEAST OF TOWNVILLE, 13.7 KM (8.5 MI) ED2614'NORTHWEST OF PENDLETON, 9.6 KM (6 MI) EAST OF SENECA ED2614'AND 7.2 KM (4.5 MI) SOUTHWEST OF CENTRAL AND ED2614'ON CLEMSON UNIVERSITY. ED2614'OWNERSHIP--CLEMSON UNIVERSITY, MR MURPH, ASSISTANT ED2614'SUPERINTENDENT OF PLANNING AND ENGINEERING, PHYSICAL ED2614'PLANT DIVISION, CLEMSON SC 29631. ED2614' ED2614'TO REACH THE STATION FROM THE PHYSICAL PLANT OFFICE BUILDING, ED2614'WHICH IS ON KLUGH AVENUE AT THE NORTHEAST SIDE OF ED2614'CLEMSON UNIVERSITY, GO SOUTH ON KLUGH AVENUE FOR ED2614'0.2 KM (0.1 MI) TO A T-ROAD (FORT HILL STREET). TURN ED2614'LEFT AND GO EAST ON THE PAVED ROAD FOR 0.2 KM (0.1 MI) ED2614'TO A T-ROAD. TURN RIGHT AND GO SOUTHERLY FOR ED2614'0.2 KM (0.1 MI) TO A CURVE AND THE STATION ON THE ED2614'LEFT, SET IN THE SIDEWALK. ED2614' ED2614'THE STATION IS SET IN A DRILL HOLE IN A CONCRETE ED2614'SIDEWALK WHICH IS COVERED WITH TILE. ED2614'STAMPED---CLEMSON 1980---, ED2614'IT IS LOCATED ED2614'21.8 METERS (71.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A ED2614'BRICK WALL, ED2614'8.0 METERS (26.2 FT) NORTH FROM A TRIPLE TRUNKED TREE, ED2614'4.7 METERS (15.4 FT) WEST-NORTHWEST FROM THE WEST END OF A METAL ED2614'RAILING AND ED2614'3.0 METERS (9.8 FT) SOUTHEAST FROM A METAL DRAIN AT THE CURB. ED2614' ED2614'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS. ED2614 ED2614 STATION RECOVERY (1981) ED2614 ED2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 ED2614'RECOVERED IN GOOD CONDITION. ED2614 ED2614 STATION RECOVERY (1991) ED2614 ED2614'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED2614'STATION IS LOCATED IN CLEMSON. OWNERSHIP--CLEMSON UNIVERSITY, MR. TOM ED2614'TRIVELEY, ENGINEER, CLEMSON, SC 29634, PHONE 803-656-3249. TO REACH ED2614'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 133 (COLLEGE ED2614'AVENUE) IN CLEMSON, GO EAST SOUTHEAST ON HIGHWAY 93 FOR 0.15 MILE ED2614'(0.24 KM) TO A STREET RIGHT, TURN RIGHT ON THE STREET FOR 0.05 MILE ED2614'(0.08 KM) TO A CROSS STREET (CALHOUN STREET), TURN RIGHT ON CALHOUN ED2614'STREET FOR 0.05 MILE (0.08 KM) TO A STREET LEFT (CALHOUN DRIVE), TURN ED2614'LEFT ON CALHOUN DRIVE FOR 0.1 MILE (0.2 KM) TO A STREET RIGHT (FORT ED2614'HILL STREET), CONTINUE ON CALHOUN DRIVE FOR 0.1 MILE (0.2 KM) TO THE ED2614'STATION ON THE LEFT IN A SIDEWALK NEAR A TRIPLE-TRUNKED ELM TREE. ED2614'STATION IS A DRILL MARK IN A SIDEWALK, 35.8 FEET (10.9 M) SOUTHEAST ED2614'OF THE CENTER OF THE STREET, 26.2 FEET (8.0 M) NORTH OF A ED2614'TRIPLE-TRUNKED ELM TREE SURROUNDED BY BENCHES, 52.7 FEET (16.1 M) ED2614'WEST NORTHWEST OF THE NORTHWEST CORNER OF A BRICK ELEVATOR BUILDING, ED2614'49.4 FEET (15.1 M) NORTHEAST OF THE NORTHEAST LEG OF A FOUR-SIDED ED2614'BULLETIN BOARD, 15.9 FEET (4.8 M) NORTHWEST OF THE WEST END OF THE ED2614'NORTH HANDRAIL LEADING TO THE ELEVATOR. RECOVERED BY C.E. GEOGHEGAN. ED2614 ED2614 STATION RECOVERY (1997) ED2614 ED2614'RECOVERY NOTE BY US POWER SQUADRON 1997 ED2614'RECOVERED IN GOOD CONDITION. ED2614 ED2614 STATION RECOVERY (2002) ED2614 ED2614'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2614'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2606 *********************************************************************** ED2606 DESIGNATION - CLEMSON COLLEGE TOP OF TOWER ED2606 PID - ED2606 ED2606 STATE/COUNTY- SC/PICKENS ED2606 USGS QUAD - CLEMSON (1980) ED2606 ED2606 *CURRENT SURVEY CONTROL ED2606 ___________________________________________________________________ ED2606* NAD 83(1986)- 34 40 47.81308(N) 082 50 14.00252(W) ADJUSTED ED2606* NAVD 88 - ED2606 ___________________________________________________________________ ED2606 LAPLACE CORR- 0.37 (seconds) DEFLEC99 ED2606 GEOID HEIGHT- -30.87 (meters) GEOID99 ED2606 ED2606 HORZ ORDER - THIRD ED2606 ED2606.The North Carolina/South Carolina HARNS have been completed but, ED2606.due to contractual restrictions, coordinates for these stations ED2606.will NOT be published in the near future. In the interim, the ED2606.published coordinates in North and South Carolina will not be ED2606.consistent with the Continuously Operating Reference Stations ED2606.(CORS). The HARN coordinates for these stations are available ED2606.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2606.Lapine(803-896-7700). ED2606. ED2606.In addition, the published North and South Carolina positions ED2606.(NAD 83 (1986)) are NOT consistent with those determined in ED2606.adjacent state readjustments. The discontinuity between stations ED2606.located in North or South Carolina and those in adjacent states ED2606.which have been adjusted to the HARN may be as much as 5 ED2606.decimeters. This will result in a significant loss of accuracy ED2606.over lines crossing such state borders. ED2606 ED2606 ED2606.The horizontal coordinates were established by classical geodetic methods ED2606.and adjusted by the National Geodetic Survey in July 1986. ED2606 ED2606 ED2606.The Laplace correction was computed from DEFLEC99 derived deflections. ED2606 ED2606.The geoid height was determined by GEOID99. ED2606 ED2606; North East Units Scale Converg. ED2606;SPC SC - 317,187.135 441,250.303 MT 0.99994910 -1 01 06.8 ED2606;SPC SC - 1,040,640.21 1,447,671.60 iFT 0.99994910 -1 01 06.8 ED2606;UTM 17 - 3,839,087.185 331,689.959 MT 0.99994917 -1 02 44.2 ED2606 ED2606 SUPERSEDED SURVEY CONTROL ED2606 ED2606 NAD 27 - 34 40 47.43000(N) 082 50 14.50000(W) AD( ) 3 ED2606 ED2606.Superseded values are not recommended for survey control. ED2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2606.See file dsdata.txt to determine how the superseded data were derived. ED2606 ED2606_MARKER: 55 = TOWER ED2606_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2606 ED2606 HISTORY - Date Condition Report By ED2606 HISTORY - 1902 FIRST OBSERVED CGS ED2606 HISTORY - 1981 GOOD NGS ED2606 HISTORY - 19950811 GOOD USPSQD ED2606 HISTORY - 19970526 GOOD USPSQD ED2606 HISTORY - 20021003 GOOD USPSQD ED2606 ED2606 STATION DESCRIPTION ED2606 ED2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2606'THE STATION WAS RECOVERED IN GOOD CONDITION. ED2606' ED2606'THE STATION, IS THE FINIAL ON THE BALL OF THE SILVER, POINTED ED2606'METAL ROOF OF TILLMAN HALL, WHICH IS A BRICK BUILDING. IT IS ED2606'APPROXIMATELY 37 METERS (120 FT) HIGH. ED2606' ED2606'THE STATION IS LOCATED ON THE CLEMSON UNIVERSITY CAMPUS, ON TOP ED2606'OF TILLMAN HALL. ED2606'OWNERSHIP--CLEMSON UNIVERSISTY, CLEMSON SC. ED2606 ED2606 STATION RECOVERY (1995) ED2606 ED2606'RECOVERY NOTE BY US POWER SQUADRON 1995 ED2606'RECOVERED IN GOOD CONDITION. ED2606 ED2606 STATION RECOVERY (1997) ED2606 ED2606'RECOVERY NOTE BY US POWER SQUADRON 1997 ED2606'RECOVERED IN GOOD CONDITION. ED2606 ED2606 STATION RECOVERY (2002) ED2606 ED2606'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2606'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2610 *********************************************************************** ED2610 DESIGNATION - CLEMSON DUKE PWR TK ED2610 PID - ED2610 ED2610 STATE/COUNTY- SC/PICKENS ED2610 USGS QUAD - CLEMSON (1980) ED2610 ED2610 *CURRENT SURVEY CONTROL ED2610 ___________________________________________________________________ ED2610* NAD 83(1986)- 34 40 30.01148(N) 082 48 47.36327(W) ADJUSTED ED2610* NAVD 88 - ED2610 ___________________________________________________________________ ED2610 LAPLACE CORR- 0.53 (seconds) DEFLEC99 ED2610 GEOID HEIGHT- -30.86 (meters) GEOID99 ED2610 ED2610 HORZ ORDER - THIRD ED2610 ED2610.The North Carolina/South Carolina HARNS have been completed but, ED2610.due to contractual restrictions, coordinates for these stations ED2610.will NOT be published in the near future. In the interim, the ED2610.published coordinates in North and South Carolina will not be ED2610.consistent with the Continuously Operating Reference Stations ED2610.(CORS). The HARN coordinates for these stations are available ED2610.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2610.Lapine(803-896-7700). ED2610. ED2610.In addition, the published North and South Carolina positions ED2610.(NAD 83 (1986)) are NOT consistent with those determined in ED2610.adjacent state readjustments. The discontinuity between stations ED2610.located in North or South Carolina and those in adjacent states ED2610.which have been adjusted to the HARN may be as much as 5 ED2610.decimeters. This will result in a significant loss of accuracy ED2610.over lines crossing such state borders. ED2610 ED2610 ED2610.The horizontal coordinates were established by classical geodetic methods ED2610.and adjusted by the National Geodetic Survey in July 1986. ED2610 ED2610 ED2610.The Laplace correction was computed from DEFLEC99 derived deflections. ED2610 ED2610.The geoid height was determined by GEOID99. ED2610 ED2610; North East Units Scale Converg. ED2610;SPC SC - 316,599.741 443,445.726 MT 0.99994758 -1 00 18.8 ED2610;SPC SC - 1,038,713.06 1,454,874.43 iFT 0.99994758 -1 00 18.8 ED2610;UTM 17 - 3,838,498.766 333,885.100 MT 0.99994012 -1 01 54.4 ED2610 ED2610 SUPERSEDED SURVEY CONTROL ED2610 ED2610 NAD 27 - 34 40 29.63698(N) 082 48 47.85885(W) AD( ) 3 ED2610 ED2610.Superseded values are not recommended for survey control. ED2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2610.See file dsdata.txt to determine how the superseded data were derived. ED2610 ED2610_MARKER: 53 = ELEVATED TANK ED2610_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2610 ED2610 HISTORY - Date Condition Report By ED2610 HISTORY - 1981 FIRST OBSERVED NGS ED2610 HISTORY - 19950811 GOOD USPSQD ED2610 HISTORY - 19970526 GOOD USPSQD ED2610 HISTORY - 20021003 GOOD USPSQD ED2610 ED2610 STATION DESCRIPTION ED2610 ED2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2610'THE STATION, IS THE APEX OF THE VENT OF THE SILVER, EIGHT LEGGED, ED2610'UMBRELLA SHAPED TOP TANK THAT IS APPROXIMATELY 37 METERS ED2610'(120 FT) HIGH. ED2610' ED2610'THE STATION IS LOCATED 2.4 KM (1.5 MI) EAST-SOUTHEAST OF ED2610'DOWNTOWN CLEMSON, 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION ED2610'OF STATE HIGHWAY 28 AND U.S. HIGHWAY 76, 61 METERS (200 FT) ED2610'NORTHEAST FROM STATE HIGHWAY 28 AND ACROSS THE ROAD FROM ED2610'THE NATIONAL GUARD TANK STORAGE BUILDING. ED2610'OWNERSHIP--DUKE POWER COMPANY, CLEMSON SC. ED2610 ED2610 STATION RECOVERY (1995) ED2610 ED2610'RECOVERY NOTE BY US POWER SQUADRON 1995 ED2610'RECOVERED IN GOOD CONDITION. ED2610 ED2610 STATION RECOVERY (1997) ED2610 ED2610'RECOVERY NOTE BY US POWER SQUADRON 1997 ED2610'RECOVERED IN GOOD CONDITION. ED2610 ED2610 STATION RECOVERY (2002) ED2610 ED2610'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2610'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2611 *********************************************************************** ED2611 DESIGNATION - CLEMSON UNIVERSITY SPIPE ED2611 PID - ED2611 ED2611 STATE/COUNTY- SC/PICKENS ED2611 USGS QUAD - CLEMSON (1980) ED2611 ED2611 *CURRENT SURVEY CONTROL ED2611 ___________________________________________________________________ ED2611* NAD 83(1986)- 34 40 42.17572(N) 082 49 14.25880(W) ADJUSTED ED2611* NAVD 88 - ED2611 ___________________________________________________________________ ED2611 LAPLACE CORR- 0.53 (seconds) DEFLEC99 ED2611 GEOID HEIGHT- -30.87 (meters) GEOID99 ED2611 ED2611 HORZ ORDER - THIRD ED2611 ED2611.The North Carolina/South Carolina HARNS have been completed but, ED2611.due to contractual restrictions, coordinates for these stations ED2611.will NOT be published in the near future. In the interim, the ED2611.published coordinates in North and South Carolina will not be ED2611.consistent with the Continuously Operating Reference Stations ED2611.(CORS). The HARN coordinates for these stations are available ED2611.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2611.Lapine(803-896-7700). ED2611. ED2611.In addition, the published North and South Carolina positions ED2611.(NAD 83 (1986)) are NOT consistent with those determined in ED2611.adjacent state readjustments. The discontinuity between stations ED2611.located in North or South Carolina and those in adjacent states ED2611.which have been adjusted to the HARN may be as much as 5 ED2611.decimeters. This will result in a significant loss of accuracy ED2611.over lines crossing such state borders. ED2611 ED2611 ED2611.The horizontal coordinates were established by classical geodetic methods ED2611.and adjusted by the National Geodetic Survey in July 1986. ED2611 ED2611 ED2611.The Laplace correction was computed from DEFLEC99 derived deflections. ED2611 ED2611.The geoid height was determined by GEOID99. ED2611 ED2611; North East Units Scale Converg. ED2611;SPC SC - 316,986.543 442,767.773 MT 0.99994862 -1 00 33.7 ED2611;SPC SC - 1,039,982.10 1,452,650.17 iFT 0.99994862 -1 00 33.7 ED2611;UTM 17 - 3,838,885.881 333,207.331 MT 0.99994290 -1 02 10.0 ED2611 ED2611 SUPERSEDED SURVEY CONTROL ED2611 ED2611 NAD 27 - 34 40 41.80020(N) 082 49 14.75463(W) AD( ) 3 ED2611 ED2611.Superseded values are not recommended for survey control. ED2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2611.See file dsdata.txt to determine how the superseded data were derived. ED2611 ED2611_MARKER: 52 = STANDPIPE TANK ED2611_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2611 ED2611 HISTORY - Date Condition Report By ED2611 HISTORY - 1981 FIRST OBSERVED NGS ED2611 HISTORY - 19950811 GOOD USPSQD ED2611 HISTORY - 19970526 GOOD USPSQD ED2611 HISTORY - 20021003 GOOD USPSQD ED2611 ED2611 STATION DESCRIPTION ED2611 ED2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2611'THE STATION, IS THE TOP CENTER OF THE SILVER, STANDPIPE ED2611'THAT IS APPROXIMATELY 27 METERS (90 FT) HIGH. ED2611' ED2611'THE STATION IS LOCATED 1.6 KM (1 MI) EAST OF DOWNTOWN CLEMSON ED2611'0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAYS 28 ED2611'AND 93, 100 METERS (300 FT) SOUTHWEST OF HIGHWAY 28, NEAR A ED2611'RED AND WHITE MAST. ED2611'OWNERSHIP--CLEMSON UNIVERSITY, CLEMSON SC. ED2611 ED2611 STATION RECOVERY (1995) ED2611 ED2611'RECOVERY NOTE BY US POWER SQUADRON 1995 ED2611'RECOVERED IN GOOD CONDITION. ED2611 ED2611 STATION RECOVERY (1997) ED2611 ED2611'RECOVERY NOTE BY US POWER SQUADRON 1997 ED2611'RECOVERED IN GOOD CONDITION. ED2611 ED2611 STATION RECOVERY (2002) ED2611 ED2611'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2611'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED1193 *********************************************************************** ED1193 DESIGNATION - E 202 ED1193 PID - ED1193 ED1193 STATE/COUNTY- SC/PICKENS ED1193 USGS QUAD - CLEMSON (1980) ED1193 ED1193 *CURRENT SURVEY CONTROL ED1193 ___________________________________________________________________ ED1193* NAD 83(1986)- 34 41 34. (N) 082 50 57. (W) SCALED ED1193* NAVD 88 - 205.486 (meters) 674.17 (feet) ADJUSTED ED1193 ___________________________________________________________________ ED1193 GEOID HEIGHT- -30.89 (meters) GEOID99 ED1193 DYNAMIC HT - 205.273 (meters) 673.47 (feet) COMP ED1193 MODELED GRAV- 979,594.3 (mgal) NAVD 88 ED1193 ED1193 VERT ORDER - FIRST CLASS II ED1193 ED1193.The horizontal coordinates were scaled from a topographic map and have ED1193.an estimated accuracy of +/- 6 seconds. ED1193 ED1193.The orthometric height was determined by differential leveling ED1193.and adjusted by the National Geodetic Survey in June 1991. ED1193 ED1193.The geoid height was determined by GEOID99. ED1193 ED1193.The dynamic height is computed by dividing the NAVD 88 ED1193.geopotential number by the normal gravity value computed on the ED1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1193.degrees latitude (g = 980.6199 gals.). ED1193 ED1193.The modeled gravity was interpolated from observed gravity values. ED1193 ED1193; North East Units Estimated Accuracy ED1193;SPC SC - 318,630. 440,180. MT (+/- 180 meters Scaled) ED1193 ED1193 SUPERSEDED SURVEY CONTROL ED1193 ED1193 NGVD 29 - 205.544 (m) 674.36 (f) ADJUSTED 1 2 ED1193 ED1193.Superseded values are not recommended for survey control. ED1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1193.See file dsdata.txt to determine how the superseded data were derived. ED1193 ED1193_MARKER: DV = VERTICAL CONTROL DISK ED1193_SETTING: 32 = SET INTO A BRIDGE WINGWALL ED1193_STAMPING: E 202 1983 ED1193_MARK LOGO: NGS ED1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED1193+STABILITY: SURFACE MOTION ED1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1193+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 ED1193 ED1193 HISTORY - Date Condition Report By ED1193 HISTORY - 1983 MONUMENTED NGS ED1193 HISTORY - 19880829 GOOD SCGS ED1193 HISTORY - 19950814 GOOD USPSQD ED1193 HISTORY - 20021003 GOOD USPSQD ED1193 ED1193 STATION DESCRIPTION ED1193 ED1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1193'IN CLEMSON. ED1193'THE MARK IS 0.20 M ABOVE . ED1193'IN CLEMSON, 1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 123, 76 AND STATE ED1193'HIGHWAY 28 FROM THE JUNCTION OF U.S. HIGHWAY 123, IN TOP OF THE NORTH ED1193'END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE KEOWEE RIVER, ED1193'5.79 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF ED1193'THE HIGHWAY, 12.80 METERS (42.0 FT) SOUTHWEST OF A POWER POLE WITH A ED1193'TRANSFORMER AND ELECTRIC METER, 0.79 METER (2.6 FT) WEST OF THE ED1193'NORTHWEST CORNER OF A 0.61 METER (2.0 FT) HIGH CONCRETE MONUMENT WITH ED1193'A BRONZE PLAQUE FOR THE WORLD WAR DEAD. ED1193 ED1193 STATION RECOVERY (1988) ED1193 ED1193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 ED1193'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. ED1193'STATION IS LOCATED (1.0 MI) NORTHWEST OF CLEMSON. OWNERSHIP--SCDHPT, ED1193'DIRECTOR OF PRECONSTRUCTION, PO BOX 191, COLUMBIA, SC 29202 ED1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 133 AND U.S. ED1193'HIGHWAY 76/123/STATE HIGHWAY 28 IN CLEMSON, GO WEST ON HIGHWAY ED1193'76/123/28 FOR (0.9 MI) TO THE MARK IN THE NORTHEAST CORNER OF THE ED1193'BRIDGE OVER THE SENECA RIVER/LAKE HARTWELL AT THE OCONEE COUNTY LINE. ED1193'STATION IS A DRILL MARK IN THE WINGWALL, (19.2 FT) NORTH OF THE CENTER ED1193'OF THE WESTBOUND LANES OF THE HIGHWAY, (2.5 FT) WEST OF THE NORTHWEST ED1193'CORNER OF A CONCRETE MONUMENT (MEMORIAL BRIDGE), (42.2 FT) ED1193'NORTH-NORTHWEST OF POWER POLE NUMBER 3. ED1193'DESCRIBED BY J R WERNER ED1193 ED1193 STATION RECOVERY (1995) ED1193 ED1193'RECOVERY NOTE BY US POWER SQUADRON 1995 ED1193'RECOVERED IN GOOD CONDITION. ED1193 ED1193 STATION RECOVERY (2002) ED1193 ED1193'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED1193'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED1196 *********************************************************************** ED1196 DESIGNATION - H 202 ED1196 PID - ED1196 ED1196 STATE/COUNTY- SC/PICKENS ED1196 USGS QUAD - CLEMSON (1980) ED1196 ED1196 *CURRENT SURVEY CONTROL ED1196 ___________________________________________________________________ ED1196* NAD 83(1986)- 34 40 29. (N) 082 48 53. (W) SCALED ED1196* NAVD 88 - 252.631 (meters) 828.84 (feet) ADJUSTED ED1196 ___________________________________________________________________ ED1196 GEOID HEIGHT- -30.86 (meters) GEOID99 ED1196 DYNAMIC HT - 252.371 (meters) 827.99 (feet) COMP ED1196 MODELED GRAV- 979,599.5 (mgal) NAVD 88 ED1196 ED1196 VERT ORDER - FIRST CLASS II ED1196 ED1196.The horizontal coordinates were scaled from a topographic map and have ED1196.an estimated accuracy of +/- 6 seconds. ED1196 ED1196.The orthometric height was determined by differential leveling ED1196.and adjusted by the National Geodetic Survey in June 1991. ED1196 ED1196.The geoid height was determined by GEOID99. ED1196 ED1196.The dynamic height is computed by dividing the NAVD 88 ED1196.geopotential number by the normal gravity value computed on the ED1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1196.degrees latitude (g = 980.6199 gals.). ED1196 ED1196.The modeled gravity was interpolated from observed gravity values. ED1196 ED1196; North East Units Estimated Accuracy ED1196;SPC SC - 316,570. 443,300. MT (+/- 180 meters Scaled) ED1196 ED1196 SUPERSEDED SURVEY CONTROL ED1196 ED1196 NGVD 29 - 252.697 (m) 829.06 (f) ADJUSTED 1 2 ED1196 ED1196.Superseded values are not recommended for survey control. ED1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1196.See file dsdata.txt to determine how the superseded data were derived. ED1196 ED1196_MARKER: I = METAL ROD ED1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED1196_STAMPING: H 202 1983 ED1196_MARK LOGO: NGS ED1196_PROJECTION: FLUSH ED1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ED1196+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 ED1196_ROD/PIPE-DEPTH: 15.9 meters ED1196 ED1196 HISTORY - Date Condition Report By ED1196 HISTORY - 1983 MONUMENTED NGS ED1196 HISTORY - 19950814 GOOD USPSQD ED1196 HISTORY - 19970526 GOOD USPSQD ED1196 HISTORY - 20021003 GOOD USPSQD ED1196 ED1196 STATION DESCRIPTION ED1196 ED1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1196'2.2 KM (1.35 MI) SE FROM CLEMSON. ED1196'2.2 KM (1.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1196'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE SOUTH CAROLINA ED1196'NATIONAL GUARD BUILDING AND THE MARK ON THE LEFT, AT THE WEST CORNER ED1196'OF THE BUILDING, 37.49 METERS (123.0 FT) NORTHEAST OF THE CENTERLINE ED1196'OF THE NORTHWESTBOUND LANE OF HIGHWAY 76, 28, 13.25 METERS (43.5 FT) ED1196'NORTH OF A POWER POLE WITH A TRANSFORMER AND ELECTRIC METER, ED1196'26.21 METERS (86.0 FT) SOUTH OF THE ALUMINUM FLAGPOLE FOR THE ED1196'BUILDING, 1.21 METERS (4.0 FT) SOUTHWEST OF THE WEST CORNER OF THE ED1196'BUILDING. ED1196'THE MARK IS 0.30 M BELOW HIGHWAY. ED1196 ED1196 STATION RECOVERY (1995) ED1196 ED1196'RECOVERY NOTE BY US POWER SQUADRON 1995 ED1196'RECOVERED IN GOOD CONDITION. ED1196 ED1196 STATION RECOVERY (1997) ED1196 ED1196'RECOVERY NOTE BY US POWER SQUADRON 1997 ED1196'RECOVERED IN GOOD CONDITION. ED1196 ED1196 STATION RECOVERY (2002) ED1196 ED1196'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED1196'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 ED2615 *********************************************************************** ED2615 DESIGNATION - ISSAQUEENA LOT ED2615 PID - ED2615 ED2615 STATE/COUNTY- SC/PICKENS ED2615 USGS QUAD - CLEMSON (1980) ED2615 ED2615 *CURRENT SURVEY CONTROL ED2615 ___________________________________________________________________ ED2615* NAD 83(1986)- 34 44 32.03957(N) 082 50 18.58161(W) ADJUSTED ED2615* NAVD 88 - ED2615 ___________________________________________________________________ ED2615 LAPLACE CORR- 0.02 (seconds) DEFLEC99 ED2615 GEOID HEIGHT- -30.93 (meters) GEOID99 ED2615 ED2615 HORZ ORDER - THIRD ED2615 ED2615.The North Carolina/South Carolina HARNS have been completed but, ED2615.due to contractual restrictions, coordinates for these stations ED2615.will NOT be published in the near future. In the interim, the ED2615.published coordinates in North and South Carolina will not be ED2615.consistent with the Continuously Operating Reference Stations ED2615.(CORS). The HARN coordinates for these stations are available ED2615.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2615.Lapine(803-896-7700). ED2615. ED2615.In addition, the published North and South Carolina positions ED2615.(NAD 83 (1986)) are NOT consistent with those determined in ED2615.adjacent state readjustments. The discontinuity between stations ED2615.located in North or South Carolina and those in adjacent states ED2615.which have been adjusted to the HARN may be as much as 5 ED2615.decimeters. This will result in a significant loss of accuracy ED2615.over lines crossing such state borders. ED2615 ED2615 ED2615.The horizontal coordinates were established by classical geodetic methods ED2615.and adjusted by the National Geodetic Survey in July 1986. ED2615 ED2615 ED2615.The Laplace correction was computed from DEFLEC99 derived deflections. ED2615 ED2615.The geoid height was determined by GEOID99. ED2615 ED2615; North East Units Scale Converg. ED2615;SPC SC - 324,097.450 441,256.668 MT 0.99996890 -1 01 09.3 ED2615;SPC SC - 1,063,311.84 1,447,692.48 iFT 0.99996890 -1 01 09.3 ED2615;UTM 17 - 3,845,997.429 331,699.687 MT 0.99994912 -1 02 52.7 ED2615 ED2615 SUPERSEDED SURVEY CONTROL ED2615 ED2615 NAD 27 - 34 44 31.67229(N) 082 50 19.05604(W) AD( ) 3 ED2615 ED2615.Superseded values are not recommended for survey control. ED2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2615.See file dsdata.txt to determine how the superseded data were derived. ED2615 ED2615_MARKER: 57 = LOOKOUT TOWER ED2615_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2615 ED2615 HISTORY - Date Condition Report By ED2615 HISTORY - 1981 FIRST OBSERVED NGS ED2615 HISTORY - 19950817 GOOD USPSQD ED2615 HISTORY - 20021003 GOOD USPSQD ED2615 ED2615 STATION DESCRIPTION ED2615 ED2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2615'THE STATION, IS THE APEX OF THE ROOF OF THE ISSAQUEENA LOOKOUT ED2615'TOWER WHICH IS APPROXIMATELY 35 METERS (116 FT) HIGH. ED2615' ED2615'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH OF CLEMSON AND ED2615'4.8 KM (3 MI) EAST OF THE ISSAQUEENA DAM. ED2615' ED2615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND ED2615'STATE HIGHWAY 133 IN THE NORTH PART OF CLEMSON, GO NORTH ON ED2615'HIGHWAY 133 FOR 5.5 KM (3.4 MI) TO WHERE 133 TURNS SHARP LEFT ED2615'AT AN INTERSECTION. TURN LEFT AND GO WEST ON HIGHWAY 133 ED2615'FOR 0.7 KM (0.45 MI) TO A FORK AT A SHELL SERVICE STATION. ED2615'TAKE LEFT FORK, LEAVING HIGHWAY 133 FOR 0.1 KM (0.05 MI) ED2615'TO THE JUNCTION WITH A BLACK TOP ROAD. BEAR LEFT AND GO ED2615'SOUTHWEST FOR 0.2 KM (0.1 MI) TO A GRAVELED SIDE ROAD ED2615'RIGHT AND A SIGN (ISSAQUEENA LOOKOUT TOWER). TURN RIGHT ED2615'AND GO WEST ON GRAVELED ROAD FOR 0.2 KM (0.1 MI) TO THE TOP ED2615'OF A SMALL HILL AND THE LOOKOUT TOWER. ED2615 ED2615 STATION RECOVERY (1995) ED2615 ED2615'RECOVERY NOTE BY US POWER SQUADRON 1995 ED2615'RECOVERED IN GOOD CONDITION. ED2615 ED2615 STATION RECOVERY (2002) ED2615 ED2615'RECOVERY NOTE BY US POWER SQUADRON 2002 (HB) ED2615'RECOVERED IN GOOD CONDITION.