1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3781 *********************************************************************** EB3781 DESIGNATION - APPLE EB3781 PID - EB3781 EB3781 STATE/COUNTY- NC/ROBESON EB3781 USGS QUAD - RED SPRINGS (1974) EB3781 EB3781 *CURRENT SURVEY CONTROL EB3781 ___________________________________________________________________ EB3781* NAD 83(1986)- 34 46 58.04993(N) 079 11 49.63128(W) ADJUSTED EB3781* NAVD 88 - 59.181 (meters) 194.16 (feet) ADJUSTED EB3781 ___________________________________________________________________ EB3781 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB3781 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3781 DYNAMIC HT - 59.126 (meters) 193.98 (feet) COMP EB3781 MODELED GRAV- 979,702.6 (mgal) NAVD 88 EB3781 EB3781 HORZ ORDER - SECOND EB3781 VERT ORDER - SECOND CLASS II EB3781 EB3781.The North Carolina/South Carolina HARNS have been completed but, EB3781.due to contractual restrictions, coordinates for these stations EB3781.will NOT be published in the near future. In the interim, the EB3781.published coordinates in North and South Carolina will not be EB3781.consistent with the Continuously Operating Reference Stations EB3781.(CORS). The HARN coordinates for these stations are available EB3781.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3781.Lapine(803-896-7700). EB3781. EB3781.In addition, the published North and South Carolina positions EB3781.(NAD 83 (1986)) are NOT consistent with those determined in EB3781.adjacent state readjustments. The discontinuity between stations EB3781.located in North or South Carolina and those in adjacent states EB3781.which have been adjusted to the HARN may be as much as 5 EB3781.decimeters. This will result in a significant loss of accuracy EB3781.over lines crossing such state borders. EB3781 EB3781 EB3781.The horizontal coordinates were established by classical geodetic methods EB3781.and adjusted by the National Geodetic Survey in April 1991. EB3781 EB3781.The orthometric height was determined by differential leveling EB3781.and adjusted by the National Geodetic Survey in October 1999. EB3781 EB3781.The Laplace correction was computed from DEFLEC99 derived deflections. EB3781 EB3781.The geoid height was determined by GEOID03. EB3781 EB3781.The dynamic height is computed by dividing the NAVD 88 EB3781.geopotential number by the normal gravity value computed on the EB3781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3781.degrees latitude (g = 980.6199 gals.). EB3781 EB3781.The modeled gravity was interpolated from observed gravity values. EB3781 EB3781; North East Units Scale Factor Converg. EB3781;SPC NC - 114,586.342 591,560.802 MT 0.99990587 -0 06 49.6 EB3781;UTM 17 - 3,850,436.746 664,958.939 MT 0.99993539 +1 01 43.4 EB3781 EB3781! - Elev Factor x Scale Factor = Combined Factor EB3781!SPC NC - 0.99999589 x 0.99990587 = 0.99990176 EB3781!UTM 17 - 0.99999589 x 0.99993539 = 0.99993128 EB3781 EB3781 SUPERSEDED SURVEY CONTROL EB3781 EB3781 NGVD 29 (04/22/91) 59.5 (m) 195. (f) VERT ANG EB3781 EB3781.Superseded values are not recommended for survey control. EB3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3781.See file dsdata.txt to determine how the superseded data were derived. EB3781 EB3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6495950437(NAD 83) EB3781_MARKER: DE = TRAVERSE STATION DISK EB3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3781_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3781_STAMPING: APPLE 1977 EB3781_MARK LOGO: NCGS EB3781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3781+STABILITY: SURFACE MOTION EB3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3781+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005 EB3781 EB3781 HISTORY - Date Condition Report By EB3781 HISTORY - 1977 MONUMENTED NCGS EB3781 HISTORY - 19890124 GOOD NCGS EB3781 HISTORY - 19970426 GOOD USPSQD EB3781 HISTORY - 20050403 GOOD GEOCAC EB3781 EB3781 STATION DESCRIPTION EB3781 EB3781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3781'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH-SOUTHWEST OF RED EB3781'SPRINGS AND 2.3 MILES NORTHWEST OF PHILADELPHUS. EB3781' EB3781'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2.0 MILES EB3781'SOUTH OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 0.6 MILE TO EB3781'STATION ON RIGHT AT END OF TREE LINE, APPROXIMATELY 300 FEET WEST OF A EB3781'BLOCK RESIDENCE AND 0.2 MILE SOUTH OF A BRIDGE OVER RICHLAND SWAMP. EB3781' EB3781'STATION MARK IS A STANDARD DISK STAMPED---APPLE 1977---SET IN THE TOP EB3781'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB3781'MARK IS 38.1 FEET NORTHWEST OF CENTERLINE OF NC 710, 21.0 FEET SOUTH EB3781'OF TWIN APPLE TREE WITH REFERENCE TAG, 104.5 FEET WEST OF A 10 INCH EB3781'PINE WITH REFERENCE TAG AND 133.6 FEET NORTH-NORTHWEST OF A 6 INCH EB3781'PINE WITH REFERENCE TAG. EB3781 EB3781 STATION RECOVERY (1989) EB3781 EB3781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3781'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF RED EB3781'SPRINGS. ALONG NC 710 FOR 0.6 MI (1.0 KM) SOUTH FROM NC 72 (2.O MI EB3781'SOUTH OF RED SPRINGS), ON THE RIGHT, AT THE END OF A TREE LINE, ABOUT EB3781'300 FEET (91.4 M) WEST OF A BLOCK RESIDENCE, OR 0.2 MI (0.3 KM) SOUTH EB3781'OF THE BRIDGE OVER RICHLAND SWAMP. MARK IS RECESSED 4 INCHES BELOW EB3781'GROUND. LOCATED 38.1 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF NC EB3781'710--AND 104.5 FT (31.9 M) WEST OF A 12-INCH PINE, 133.6 FT (40.7 M) EB3781'NORTH-NORTHWEST OF AN 8-INCH PINE--BOTH WITH REFERENCE TAGS. EB3781 EB3781 STATION RECOVERY (1997) EB3781 EB3781'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3781'RECOVERED IN GOOD CONDITION. EB3781 EB3781 STATION RECOVERY (2005) EB3781 EB3781'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3781'RECOVERED IN GOOD CONDITION. STATION FOUND AT PROPERTY ADDRESS 8299 EB3781'NC-710, ON THE (NW) SIDE OF NC-710, IN A THIN TREE LINE ALONG THE R/W EB3781'SEPERATING THE ROAD FROM A LARGE CULTIVATED FIELD AND RECESSED APPROX. EB3781'2 INCHES UNDER A ROOT AND DEADFALL. THE APPLE TREE AND PINE AT 133.6 EB3781'FEET REFERENCES WERE NOT SEEN. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3784 *********************************************************************** EB3784 DESIGNATION - BAPTIST EB3784 PID - EB3784 EB3784 STATE/COUNTY- NC/ROBESON EB3784 USGS QUAD - RED SPRINGS (1974) EB3784 EB3784 *CURRENT SURVEY CONTROL EB3784 ___________________________________________________________________ EB3784* NAD 83(1986)- 34 45 11.65345(N) 079 12 50.09248(W) ADJUSTED EB3784* NAVD 88 - 58.854 (meters) 193.09 (feet) ADJUSTED EB3784 ___________________________________________________________________ EB3784 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EB3784 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3784 DYNAMIC HT - 58.799 (meters) 192.91 (feet) COMP EB3784 MODELED GRAV- 979,697.8 (mgal) NAVD 88 EB3784 EB3784 HORZ ORDER - SECOND EB3784 VERT ORDER - SECOND CLASS II EB3784 EB3784.The North Carolina/South Carolina HARNS have been completed but, EB3784.due to contractual restrictions, coordinates for these stations EB3784.will NOT be published in the near future. In the interim, the EB3784.published coordinates in North and South Carolina will not be EB3784.consistent with the Continuously Operating Reference Stations EB3784.(CORS). The HARN coordinates for these stations are available EB3784.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3784.Lapine(803-896-7700). EB3784. EB3784.In addition, the published North and South Carolina positions EB3784.(NAD 83 (1986)) are NOT consistent with those determined in EB3784.adjacent state readjustments. The discontinuity between stations EB3784.located in North or South Carolina and those in adjacent states EB3784.which have been adjusted to the HARN may be as much as 5 EB3784.decimeters. This will result in a significant loss of accuracy EB3784.over lines crossing such state borders. EB3784 EB3784 EB3784.The horizontal coordinates were established by classical geodetic methods EB3784.and adjusted by the National Geodetic Survey in April 1991. EB3784 EB3784.The orthometric height was determined by differential leveling EB3784.and adjusted by the National Geodetic Survey in October 1999. EB3784 EB3784.The Laplace correction was computed from DEFLEC99 derived deflections. EB3784 EB3784.The geoid height was determined by GEOID03. EB3784 EB3784.The dynamic height is computed by dividing the NAVD 88 EB3784.geopotential number by the normal gravity value computed on the EB3784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3784.degrees latitude (g = 980.6199 gals.). EB3784 EB3784.The modeled gravity was interpolated from observed gravity values. EB3784 EB3784; North East Units Scale Factor Converg. EB3784;SPC NC - 111,311.157 590,016.681 MT 0.99991019 -0 07 24.5 EB3784;UTM 17 - 3,847,131.352 663,480.373 MT 0.99992941 +1 01 06.1 EB3784 EB3784! - Elev Factor x Scale Factor = Combined Factor EB3784!SPC NC - 0.99999594 x 0.99991019 = 0.99990613 EB3784!UTM 17 - 0.99999594 x 0.99992941 = 0.99992535 EB3784 EB3784 SUPERSEDED SURVEY CONTROL EB3784 EB3784 NGVD 29 (04/22/91) 59.1 (m) 194. (f) VERT ANG EB3784 EB3784.Superseded values are not recommended for survey control. EB3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3784.See file dsdata.txt to determine how the superseded data were derived. EB3784 EB3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6348047131(NAD 83) EB3784_MARKER: DE = TRAVERSE STATION DISK EB3784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3784_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3784_STAMPING: BAPTIST 1977 EB3784_MARK LOGO: NCGS EB3784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3784+STABILITY: SURFACE MOTION EB3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3784+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005 EB3784 EB3784 HISTORY - Date Condition Report By EB3784 HISTORY - 1977 MONUMENTED NCGS EB3784 HISTORY - 19890124 GOOD NCGS EB3784 HISTORY - 19970426 GOOD USPSQD EB3784 HISTORY - 20050403 GOOD GEOCAC EB3784 EB3784 STATION DESCRIPTION EB3784 EB3784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3784'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES SOUTH-SOUTHWEST OF RED EB3784'SPRINGS AND 5.2 MILES NORTH-NORTHWEST OF PEMBROKE. EB3784' EB3784'TO REACH STATION FROM THE INTERSECTION OF NC 710, NC 711 AND SR 1339 EB3784'WEST OF PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 5.0 MILES TO STATION EB3784'IN LEFT SHOULDER APPROXIMATELY 200 FEET EAST-NORTHEAST OF ISLAND GROVE EB3784'BAPTIST CHURCH. EB3784' EB3784'STATION MARK IS A STANDARD DISK STAMPED---BAPTIST 1977---SET IN THE EB3784'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3784'THE MARK IS 19.0 FEET WEST OF CENTERLINE OF NC 710, 72.6 FEET EB3784'WEST-SOUTHWEST OF PHIL AZ 1949 MONUMENT, 70.4 FEET WEST OF POWER POLE EB3784'WITH REFERENCE TAG AND 145.6 FEET SOUTH OF ROAD SIGN WITH REFERENCE EB3784'TAG. EB3784 EB3784 STATION RECOVERY (1989) EB3784 EB3784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3784'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF RED EB3784'SPRINGS. ALONG NC 710 FOR 2.85 MI (4.59 KM) SOUTH FROM NC 72 (ABOUT 2 EB3784'MI (3.2 KM) SOUTH OF RED SPRINGS), IN RIGHT SHOULDER, ABOUT 200 FEET EB3784'(61.0 M) EAST-NORTHEAST OF ISLAND GROVE BAPTIST CHURCH. MARK IS EB3784'RECESSED 9 INCHES BELOW GROUND. LOCATED 19.0 FT (5.8 M) WEST OF THE EB3784'CENTERLINE OF NC 710, 72.6 FT (22.1 M) WEST-SOUTHWEST OF--PHIL EB3784'AZ--MONUMENT, 70.4 FT (21.5 M) WEST OF POWER POLE WITH REFERENCE TAG, EB3784'AND 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF THE NORTH END OF A CHURCH EB3784'DRIVEWAY CULVERT. EB3784 EB3784 STATION RECOVERY (1997) EB3784 EB3784'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3784'RECOVERED IN GOOD CONDITION. EB3784 EB3784 STATION RECOVERY (2005) EB3784 EB3784'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3784'RECOVERED IN GOOD CONDITION WHERE DESCRIBED BY NCGS (EWB) IN 1989. EB3784'MARK IS RECESSED 6 INCHES. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3799 *********************************************************************** EB3799 DESIGNATION - BRACE EB3799 PID - EB3799 EB3799 STATE/COUNTY- NC/ROBESON EB3799 USGS QUAD - RED SPRINGS (1974) EB3799 EB3799 *CURRENT SURVEY CONTROL EB3799 ___________________________________________________________________ EB3799* NAD 83(1986)- 34 47 50.54679(N) 079 11 18.07153(W) ADJUSTED EB3799* NAVD 88 - 60.810 (meters) 199.51 (feet) ADJUSTED EB3799 ___________________________________________________________________ EB3799 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EB3799 GEOID HEIGHT- -33.00 (meters) GEOID03 EB3799 DYNAMIC HT - 60.754 (meters) 199.32 (feet) COMP EB3799 MODELED GRAV- 979,705.1 (mgal) NAVD 88 EB3799 EB3799 HORZ ORDER - SECOND EB3799 VERT ORDER - SECOND CLASS II EB3799 EB3799.The North Carolina/South Carolina HARNS have been completed but, EB3799.due to contractual restrictions, coordinates for these stations EB3799.will NOT be published in the near future. In the interim, the EB3799.published coordinates in North and South Carolina will not be EB3799.consistent with the Continuously Operating Reference Stations EB3799.(CORS). The HARN coordinates for these stations are available EB3799.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3799.Lapine(803-896-7700). EB3799. EB3799.In addition, the published North and South Carolina positions EB3799.(NAD 83 (1986)) are NOT consistent with those determined in EB3799.adjacent state readjustments. The discontinuity between stations EB3799.located in North or South Carolina and those in adjacent states EB3799.which have been adjusted to the HARN may be as much as 5 EB3799.decimeters. This will result in a significant loss of accuracy EB3799.over lines crossing such state borders. EB3799 EB3799 EB3799.The horizontal coordinates were established by classical geodetic methods EB3799.and adjusted by the National Geodetic Survey in April 1991. EB3799 EB3799.The orthometric height was determined by differential leveling EB3799.and adjusted by the National Geodetic Survey in October 1999. EB3799 EB3799.The Laplace correction was computed from DEFLEC99 derived deflections. EB3799 EB3799.The geoid height was determined by GEOID03. EB3799 EB3799.The dynamic height is computed by dividing the NAVD 88 EB3799.geopotential number by the normal gravity value computed on the EB3799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3799.degrees latitude (g = 980.6199 gals.). EB3799 EB3799.The modeled gravity was interpolated from observed gravity values. EB3799 EB3799; North East Units Scale Factor Converg. EB3799;SPC NC - 116,202.358 592,366.190 MT 0.99990384 -0 06 31.4 EB3799;UTM 17 - 3,852,068.554 665,731.966 MT 0.99993854 +1 02 02.8 EB3799 EB3799! - Elev Factor x Scale Factor = Combined Factor EB3799!SPC NC - 0.99999563 x 0.99990384 = 0.99989948 EB3799!UTM 17 - 0.99999563 x 0.99993854 = 0.99993418 EB3799 EB3799 SUPERSEDED SURVEY CONTROL EB3799 EB3799 NGVD 29 (04/22/91) 61.2 (m) 201. (f) VERT ANG EB3799 EB3799.Superseded values are not recommended for survey control. EB3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3799.See file dsdata.txt to determine how the superseded data were derived. EB3799 EB3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6573252069(NAD 83) EB3799_MARKER: DE = TRAVERSE STATION DISK EB3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3799_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3799_STAMPING: BRACE 1977 EB3799_MARK LOGO: NCGS EB3799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3799+STABILITY: SURFACE MOTION EB3799 EB3799 HISTORY - Date Condition Report By EB3799 HISTORY - 1977 MONUMENTED NCGS EB3799 HISTORY - 19890124 GOOD NCGS EB3799 HISTORY - 19970426 GOOD USPSQD EB3799 HISTORY - 20050403 GOOD GEOCAC EB3799 EB3799 STATION DESCRIPTION EB3799 EB3799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3799'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH-SOUTHWEST OF RED EB3799'SPRINGS AND 2.8 MILES NORTH-NORTHWEST OF PHILADELPHUS. EB3799' EB3799'TO REACH STATION FROM INTERSECTION OF NC 72 7101 MAIN STREET AND 4TH EB3799'AVENUE RED SPRINGS, PROCEED SOUTH ALONG NC 72 FOR 1.25 MILES TO EB3799'STATION IN RIGHT SHOULDER OF HIGHWAY UNDER GUY WIRE CROSSING HIGHWAY EB3799'AND 0.55 MILE NORTH OF JUNCTION OF NC 72 WITH NC 710. EB3799' EB3799'STATION MARK IS A STANDARD DISK STAMPED---BRACE 1977---SET IN THE TOP EB3799'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3799'THE MARK IS 15.9 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 4.0 EB3799'FEET SOUTHEAST OF BRACE POLE WITH REFERENCE TAG, 45.5 FEET NORTHWEST EB3799'OF POWER POLE WITH REFERENCE TAG, 199.1 FEET NORTH-NORTHEAST OF NORTH EB3799'END OF A 30 INCH CULVERT AND 140.2 FEET NORTH-NORTHWEST OF TELEPHONE EB3799'POLE PEDESTAL WITH REFERENCE TAG. EB3799 EB3799 STATION RECOVERY (1989) EB3799 EB3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3799'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF RED EB3799'SPRINGS. ALONG NC 72 (SOUTH MAIN STREET) FOR 1.25 MI (2.01 KM) SOUTH EB3799'FROM 4TH AVENUE, IN THE RIGHT SHOULDER OF THE HIGHWAY UNDER A GUY WIRE EB3799'CROSSING, AND 0.55 MI (0.89 KM) NORTH OF NC 710. MARK IS RECESSED 6 EB3799'INCHES BELOW GROUND. LOCATED 15.9 FT (4.8 M) WEST-NORTHWEST OF THE EB3799'CENTERLINE OF THE HIGHWAY, 199.1 FT (60.7 M) NORTH-NORTHEAST OF NORTH EB3799'END OF A 30-INCH CULVERT--AND 4.0 FT (1.2 M) SOUTHEAST OF A BRACE EB3799'POLE, 45.5 FT (13.9 M) NORTHWEST OF A POWER POLE, 140.2 FT (42.7 M) EB3799'NORTH-NORTHWEST OF A TELEPHONE POLE PEDESTAL--ALL WITH REFERENCE TAGS. EB3799 EB3799 STATION RECOVERY (1997) EB3799 EB3799'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3799'RECOVERED IN GOOD CONDITION. EB3799 EB3799 STATION RECOVERY (2005) EB3799 EB3799'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3799'RECOVERED IN GOOD CONDITION WHERE DESCRIBED. NOTED DESCRIPTION EB3799'CHANGES-- SETTING IS NOW AT THE EDGE OF HIGHWAY PAVEMENT. GUY WIRE EB3799'OVER HIGHWAY AND THE BRACE POLE AT 4.0 FEET ARE GONE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3811 *********************************************************************** EB3811 DESIGNATION - CHURCH EB3811 PID - EB3811 EB3811 STATE/COUNTY- NC/ROBESON EB3811 USGS QUAD - PARKTON (1982) EB3811 EB3811 *CURRENT SURVEY CONTROL EB3811 ___________________________________________________________________ EB3811* NAD 83(1986)- 34 53 29.52203(N) 079 03 59.21980(W) ADJUSTED EB3811* NAVD 88 - 57.5 (meters) 189. (feet) VERTCON EB3811 ___________________________________________________________________ EB3811 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EB3811 GEOID HEIGHT- -33.20 (meters) GEOID03 EB3811 EB3811 HORZ ORDER - SECOND EB3811 EB3811.The North Carolina/South Carolina HARNS have been completed but, EB3811.due to contractual restrictions, coordinates for these stations EB3811.will NOT be published in the near future. In the interim, the EB3811.published coordinates in North and South Carolina will not be EB3811.consistent with the Continuously Operating Reference Stations EB3811.(CORS). The HARN coordinates for these stations are available EB3811.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3811.Lapine(803-896-7700). EB3811. EB3811.In addition, the published North and South Carolina positions EB3811.(NAD 83 (1986)) are NOT consistent with those determined in EB3811.adjacent state readjustments. The discontinuity between stations EB3811.located in North or South Carolina and those in adjacent states EB3811.which have been adjusted to the HARN may be as much as 5 EB3811.decimeters. This will result in a significant loss of accuracy EB3811.over lines crossing such state borders. EB3811 EB3811 EB3811.The horizontal coordinates were established by classical geodetic methods EB3811.and adjusted by the National Geodetic Survey in April 1991. EB3811 EB3811.The NAVD 88 height was computed by applying the VERTCON shift value to EB3811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3811 EB3811.The Laplace correction was computed from DEFLEC99 derived deflections. EB3811 EB3811.The geoid height was determined by GEOID03. EB3811 EB3811; North East Units Scale Factor Converg. EB3811;SPC NC - 126,632.846 603,527.787 MT 0.99989224 -0 02 18.1 EB3811;UTM 17 - 3,862,720.430 676,683.840 MT 0.99998476 +1 06 22.8 EB3811 EB3811! - Elev Factor x Scale Factor = Combined Factor EB3811!SPC NC - 0.99999619 x 0.99989224 = 0.99988843 EB3811!UTM 17 - 0.99999619 x 0.99998476 = 0.99998095 EB3811 EB3811 SUPERSEDED SURVEY CONTROL EB3811 EB3811 NGVD 29 (04/22/91) 57.8 (m) 190. (f) VERT ANG EB3811 EB3811.Superseded values are not recommended for survey control. EB3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3811.See file dsdata.txt to determine how the superseded data were derived. EB3811 EB3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7668462720(NAD 83) EB3811_MARKER: DE = TRAVERSE STATION DISK EB3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3811_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3811_STAMPING: CHURCH 1977 EB3811_MARK LOGO: NCGS EB3811_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3811+STABILITY: SURFACE MOTION EB3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3811+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005 EB3811 EB3811 HISTORY - Date Condition Report By EB3811 HISTORY - 1977 MONUMENTED NCGS EB3811 HISTORY - 19970426 GOOD USPSQD EB3811 HISTORY - 20010319 GOOD NCGS EB3811 HISTORY - 20050309 GOOD GEOCAC EB3811 EB3811 STATION DESCRIPTION EB3811 EB3811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3811'THE STATION IS LOCATED IN LUMBER BRIDGE APPROXIMATELY 3.2 MILES EB3811'WEST-SOUTHWEST OF PARKTON. EB3811' EB3811'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD IN LUMBER BRIDGE, EB3811'PROCEED NORTHEAST ALONG NC 71 FOR 0.4 MILE TO STATION ON RIGHT EB3811'APPROXIMATELY 200 FEET EAST OF THE PRESBYTERIAN CHURCH AND EB3811'APPROXIMATELY 350 FEET SOUTHWEST OF INTERSECTION WITH SR 1709. EB3811' EB3811'STATION MARK IS A STANDARD DISK STAMPED---CHURCH 1977---SET IN THE EB3811'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3811'SURFACE. THE MARK IS 31.8 FEET SOUTHEAST OF CENTERLINE OF NC 71, 9.2 EB3811'FEET EAST-NORTHEAST OF RIGHT-OF-WAY MARKER, 18.5 FEET NORTH-NORTHWEST EB3811'OF A 12 INCH PINE WITH REFERENCE TAG, 35.7 FEET NORTHEAST OF A 18 EB3811'INCH OAK WITH REFERENCE TAG, 103.5 FEET WEST-SOUTHWEST OF POWER POLE EB3811'WITH LIGHT 3052 AND REFERENCE TAG AND 41.7 FEET EAST-NORTHEAST EB3811'OF EAST CORNER OF A HEADWALL. EB3811 EB3811 STATION RECOVERY (1997) EB3811 EB3811'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3811'RECOVERED IN GOOD CONDITION. EB3811 EB3811 STATION RECOVERY (2001) EB3811 EB3811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3811'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3811'THE RIGHT-OF-WAY MARKER AND THE POWER POLE WITH REFERENCE TAG ARE BOTH EB3811'GONE. EB3811 EB3811 STATION RECOVERY (2005) EB3811 EB3811'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3811'RECOVERED IN GOOD CONDITION WITH THIS CORRECTION. 12 INCH PINE AT 18.5 EB3811'FT NOT SEEN. EB3811' EB3811' EB3811' 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB2568 *********************************************************************** EB2568 HT_MOD - This is a Height Modernization Survey Station. EB2568 DESIGNATION - CLYDE EB2568 PID - EB2568 EB2568 STATE/COUNTY- NC/ROBESON EB2568 USGS QUAD - PARKTON (1982) EB2568 EB2568 *CURRENT SURVEY CONTROL EB2568 ___________________________________________________________________ EB2568* NAD 83(1986)- 34 54 10.20451(N) 079 00 42.09398(W) ADJUSTED EB2568* NAVD 88 - 56.90 (meters) 186.7 (feet) GPS OBS EB2568 ___________________________________________________________________ EB2568 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2568 GEOID HEIGHT- -33.34 (meters) GEOID03 EB2568 EB2568 HORZ ORDER - FIRST EB2568 EB2568.The North Carolina/South Carolina HARNS have been completed but, EB2568.due to contractual restrictions, coordinates for these stations EB2568.will NOT be published in the near future. In the interim, the EB2568.published coordinates in North and South Carolina will not be EB2568.consistent with the Continuously Operating Reference Stations EB2568.(CORS). The HARN coordinates for these stations are available EB2568.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB2568.Lapine(803-896-7700). EB2568. EB2568.In addition, the published North and South Carolina positions EB2568.(NAD 83 (1986)) are NOT consistent with those determined in EB2568.adjacent state readjustments. The discontinuity between stations EB2568.located in North or South Carolina and those in adjacent states EB2568.which have been adjusted to the HARN may be as much as 5 EB2568.decimeters. This will result in a significant loss of accuracy EB2568.over lines crossing such state borders. EB2568 EB2568 EB2568.The horizontal coordinates were established by GPS observations EB2568.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in November 2002. EB2568 EB2568.The orthometric height was determined by GPS observations and a EB2568.high-resolution geoid model using precise GPS observation and EB2568.processing techniques. EB2568 EB2568.The Laplace correction was computed from DEFLEC99 derived deflections. EB2568 EB2568.The geoid height was determined by GEOID03. EB2568 EB2568; North East Units Scale Factor Converg. EB2568;SPC NC - 127,884.424 608,532.664 MT 0.99989102 -0 00 24.3 EB2568;UTM 17 - 3,864,071.885 681,663.233 MT 1.00000675 +1 08 16.8 EB2568 EB2568! - Elev Factor x Scale Factor = Combined Factor EB2568!SPC NC - 0.99999630 x 0.99989102 = 0.99988732 EB2568!UTM 17 - 0.99999630 x 1.00000675 = 1.00000305 EB2568 EB2568: Primary Azimuth Mark Grid Az EB2568:SPC NC - LAWING 122 10 37.5 EB2568:UTM 17 - LAWING 121 01 56.4 EB2568 EB2568|---------------------------------------------------------------------| EB2568| PID Reference Object Distance Geod. Az | EB2568| dddmmss.s | EB2568| EB2567 LAWING APPROX. 1.3 KM 1221013.2 | EB2568|---------------------------------------------------------------------| EB2568 EB2568 SUPERSEDED SURVEY CONTROL EB2568 EB2568 NAD 83(1986)- 34 54 10.21055(N) 079 00 42.08889(W) AD( ) 2 EB2568 NGVD 29 (07/19/86) 57.4 (m) 188. (f) VERT ANG EB2568 EB2568.Superseded values are not recommended for survey control. EB2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2568.See file dsdata.txt to determine how the superseded data were derived. EB2568 EB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8166364072(NAD 83) EB2568_MARKER: DE = TRAVERSE STATION DISK EB2568_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EB2568_STAMPING: CLYDE 1969 EB2568_MARK LOGO: NCGS EB2568_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2568+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005 EB2568 EB2568 HISTORY - Date Condition Report By EB2568 HISTORY - 1969 MONUMENTED NCGS EB2568 HISTORY - 19970426 GOOD USPSQD EB2568 HISTORY - 20010403 GOOD NCGS EB2568 HISTORY - 20050309 GOOD GEOCAC EB2568 EB2568 STATION DESCRIPTION EB2568 EB2568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2568'CLYDE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2568'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2568' EB2568'CLYDE IS LOCATED IN PARKTON, 6.8 MILES WNW OF ST. PAULS, STATION IS EB2568'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF THE MAIN RAILROAD EB2568'TRACK AND NC 71, AND APPROXIMATELY 100 FEET SOUTH OF THE RAILROAD EB2568'STATION. EB2568' EB2568'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C. BRASS EB2568'TRAVERSE DISK SET IN THE TOP, STAMPED CLYDE 1969, WHICH IS FLUSH EB2568'WITH THE SURFACE OF THE GROUND. EB2568' EB2568'MARK IS EB2568' EB2568'22.3 FEET S OF C/L OF NC 71. EB2568'8.3 FEET E OF E. TRACK OF MAIN RAILROAD. EB2568'53.8 FEET E OF RR GUARD GATE. EB2568'48.1 FEET S OF RR GUARD GATE. EB2568'28.5 FEET NW OF PP WITH ALUMINUM REF. TAG. EB2568'49.2 FEET W OF C/L OF E RAILROAD STREET. EB2568 EB2568 STATION RECOVERY (1997) EB2568 EB2568'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2568'RECOVERED IN GOOD CONDITION. EB2568 EB2568 STATION RECOVERY (2001) EB2568 EB2568'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB2568'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. EB2568'MARK IS ABOUT 2-FEET LOWER THAN THE RAILROAD TRACK AND RECESSED EB2568'12-INCHES BELOW GROUND. EB2568 EB2568 STATION RECOVERY (2005) EB2568 EB2568'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB2568'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS. PP EB2568'NO LONGER DISPLAYS REF. TAG. SW EDGE OF NC-71 REFERENCED WITH LARGE EB2568'PAINTED YELLOW ARROW INDICATING LOCATION. EB2568' EB2568' 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3816 *********************************************************************** EB3816 DESIGNATION - COLLEGE EB3816 PID - EB3816 EB3816 STATE/COUNTY- NC/ROBESON EB3816 USGS QUAD - RED SPRINGS (1974) EB3816 EB3816 *CURRENT SURVEY CONTROL EB3816 ___________________________________________________________________ EB3816* NAD 83(1986)- 34 49 14.34406(N) 079 10 51.73640(W) ADJUSTED EB3816* NAVD 88 - 60.121 (meters) 197.25 (feet) ADJUSTED EB3816 ___________________________________________________________________ EB3816 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB3816 GEOID HEIGHT- -33.00 (meters) GEOID03 EB3816 DYNAMIC HT - 60.066 (meters) 197.07 (feet) COMP EB3816 MODELED GRAV- 979,707.2 (mgal) NAVD 88 EB3816 EB3816 HORZ ORDER - SECOND EB3816 VERT ORDER - SECOND CLASS II EB3816 EB3816.The North Carolina/South Carolina HARNS have been completed but, EB3816.due to contractual restrictions, coordinates for these stations EB3816.will NOT be published in the near future. In the interim, the EB3816.published coordinates in North and South Carolina will not be EB3816.consistent with the Continuously Operating Reference Stations EB3816.(CORS). The HARN coordinates for these stations are available EB3816.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3816.Lapine(803-896-7700). EB3816. EB3816.In addition, the published North and South Carolina positions EB3816.(NAD 83 (1986)) are NOT consistent with those determined in EB3816.adjacent state readjustments. The discontinuity between stations EB3816.located in North or South Carolina and those in adjacent states EB3816.which have been adjusted to the HARN may be as much as 5 EB3816.decimeters. This will result in a significant loss of accuracy EB3816.over lines crossing such state borders. EB3816 EB3816 EB3816.The horizontal coordinates were established by classical geodetic methods EB3816.and adjusted by the National Geodetic Survey in April 1991. EB3816 EB3816.The orthometric height was determined by differential leveling EB3816.and adjusted by the National Geodetic Survey in October 1999. EB3816 EB3816.The Laplace correction was computed from DEFLEC99 derived deflections. EB3816 EB3816.The geoid height was determined by GEOID03. EB3816 EB3816.The dynamic height is computed by dividing the NAVD 88 EB3816.geopotential number by the normal gravity value computed on the EB3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3816.degrees latitude (g = 980.6199 gals.). EB3816 EB3816.The modeled gravity was interpolated from observed gravity values. EB3816 EB3816; North East Units Scale Factor Converg. EB3816;SPC NC - 118,783.141 593,040.277 MT 0.99990072 -0 06 16.2 EB3816;UTM 17 - 3,854,662.368 666,354.457 MT 0.99994109 +1 02 20.0 EB3816 EB3816! - Elev Factor x Scale Factor = Combined Factor EB3816!SPC NC - 0.99999574 x 0.99990072 = 0.99989646 EB3816!UTM 17 - 0.99999574 x 0.99994109 = 0.99993683 EB3816 EB3816 SUPERSEDED SURVEY CONTROL EB3816 EB3816 NGVD 29 (04/22/91) 60.5 (m) 198. (f) VERT ANG EB3816 EB3816.Superseded values are not recommended for survey control. EB3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3816.See file dsdata.txt to determine how the superseded data were derived. EB3816 EB3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6635454662(NAD 83) EB3816_MARKER: DH = HORIZONTAL CONTROL DISK EB3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3816_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3816_STAMPING: COLLEGE 1977 EB3816_MARK LOGO: NCGS EB3816_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3816+STABILITY: SURFACE MOTION EB3816 EB3816 HISTORY - Date Condition Report By EB3816 HISTORY - 1977 MONUMENTED NCGS EB3816 HISTORY - 19881228 GOOD NCGS EB3816 HISTORY - 19960427 GOOD USPSQD EB3816 HISTORY - 20050403 GOOD GEOCAC EB3816 EB3816 STATION DESCRIPTION EB3816 EB3816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3816'THE STATION IS LOCATED IN RED SPRINGS 0.4 MILE NORTH ALONG MAIN STREET EB3816'FROM 4TH AVENUE BOTH NC 211 ROUTINGS IN FORK OF JUNCTION WITH COLLEGE EB3816'STREET. EB3816' EB3816'STATION MARK IS A STANDARD DISK STAMPED---COLLEGE 1977---SET IN THE EB3816'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3816'THE MARK IS 24.2 FEET EAST OF CENTERLINE OF MAIN STREET, 38.6 FEET EB3816'SOUTHWEST OF CENTERLINE OF COLLEGE STREET, 1.5 FEET SOUTHWEST OF 30TH EB3816'ENGINEER SURVEY MARKER, 13.3 FEET SOUTH OF FIRE HYDRANT, 6.6 FEET EB3816'SOUTH-SOUTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG AND 86.5 EB3816'FEET NORTH OF A 20 INCH OAK WITH REFERENCE TAG. EB3816 EB3816 STATION RECOVERY (1988) EB3816 EB3816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3816'STATION IS LOCATED IN RED SPRINGS. ALONG MAIN STREET FOR 0.4 MI (0.6 EB3816'KM) NORTH FROM 4TH AVENUE, IN THE FORK OF A JUNCTION WITH COLLEGE EB3816'STREET. MARK IS 2 1/2 FEET HIGHER THAN THE STREET AND FLUSH WITH EB3816'GROUND. LOCATED 24.2 FT (7.4 M) EAST OF CENTERLINE OF MAIN STREET, EB3816'38.6 FT (11.8 M) SOUTHWEST OF THE CENTERLINE OF COLLEGE STREET, 1.5 FT EB3816'(0.5 M) SOUTHWEST OF 30TH ENGINEER SURVEY MARKER, 13.8 FT (4.2 M) EB3816'SOUTH OF A FIRE HYDRANT--AND 6.6 FT (2.0 M) SOUTH-SOUTHWEST OF A POWER EB3816'POLE WITH LIGHT, 86.5 FT (26.4 M) NORTH OF A 20-INCH OAK--BOTH WITH EB3816'REFERENCE TAGS. EB3816 EB3816 STATION RECOVERY (1996) EB3816 EB3816'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3816'RECOVERED IN GOOD CONDITION. EB3816 EB3816 STATION RECOVERY (2005) EB3816 EB3816'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3816'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NCGS (LWA) IN 1988. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3825 *********************************************************************** EB3825 DESIGNATION - CURB EB3825 PID - EB3825 EB3825 STATE/COUNTY- NC/ROBESON EB3825 USGS QUAD - PARKTON (1982) EB3825 EB3825 *CURRENT SURVEY CONTROL EB3825 ___________________________________________________________________ EB3825* NAD 83(1986)- 34 53 27.49426(N) 079 04 09.74025(W) ADJUSTED EB3825* NAVD 88 - 59.0 (meters) 194. (feet) VERTCON EB3825 ___________________________________________________________________ EB3825 LAPLACE CORR- -4.42 (seconds) DEFLEC99 EB3825 GEOID HEIGHT- -33.19 (meters) GEOID03 EB3825 EB3825 HORZ ORDER - SECOND EB3825 EB3825.The North Carolina/South Carolina HARNS have been completed but, EB3825.due to contractual restrictions, coordinates for these stations EB3825.will NOT be published in the near future. In the interim, the EB3825.published coordinates in North and South Carolina will not be EB3825.consistent with the Continuously Operating Reference Stations EB3825.(CORS). The HARN coordinates for these stations are available EB3825.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3825.Lapine(803-896-7700). EB3825. EB3825.In addition, the published North and South Carolina positions EB3825.(NAD 83 (1986)) are NOT consistent with those determined in EB3825.adjacent state readjustments. The discontinuity between stations EB3825.located in North or South Carolina and those in adjacent states EB3825.which have been adjusted to the HARN may be as much as 5 EB3825.decimeters. This will result in a significant loss of accuracy EB3825.over lines crossing such state borders. EB3825 EB3825 EB3825.The horizontal coordinates were established by classical geodetic methods EB3825.and adjusted by the National Geodetic Survey in April 1991. EB3825 EB3825.The NAVD 88 height was computed by applying the VERTCON shift value to EB3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3825 EB3825.The Laplace correction was computed from DEFLEC99 derived deflections. EB3825 EB3825.The geoid height was determined by GEOID03. EB3825 EB3825; North East Units Scale Factor Converg. EB3825;SPC NC - 126,570.547 603,260.645 MT 0.99989230 -0 02 24.1 EB3825;UTM 17 - 3,862,652.801 676,417.971 MT 0.99998360 +1 06 16.7 EB3825 EB3825! - Elev Factor x Scale Factor = Combined Factor EB3825!SPC NC - 0.99999595 x 0.99989230 = 0.99988825 EB3825!UTM 17 - 0.99999595 x 0.99998360 = 0.99997955 EB3825 EB3825 SUPERSEDED SURVEY CONTROL EB3825 EB3825 NGVD 29 (04/22/91) 59.3 (m) 195. (f) VERT ANG EB3825 EB3825.Superseded values are not recommended for survey control. EB3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3825.See file dsdata.txt to determine how the superseded data were derived. EB3825 EB3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7641862653(NAD 83) EB3825_MARKER: DE = TRAVERSE STATION DISK EB3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3825_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3825_STAMPING: CURB 1977 EB3825_MARK LOGO: NCGS EB3825_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3825+STABILITY: SURFACE MOTION EB3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3825+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001 EB3825 EB3825 HISTORY - Date Condition Report By EB3825 HISTORY - 1977 MONUMENTED NCGS EB3825 HISTORY - 19970426 GOOD USPSQD EB3825 HISTORY - 20010405 GOOD NCGS EB3825 HISTORY - 20050309 GOOD GEOCAC EB3825 EB3825 STATION DESCRIPTION EB3825 EB3825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3825'THE STATION IS LOCATED IN LUMBER BRIDGE APPROXIMATELY 3.5 MILES EB3825'WEST-SOUTHWEST OF PARKTON. EB3825' EB3825'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD IN LUMBER BRIDGE, EB3825'PROCEED NORTHEAST ALONG NC 71 FOR 0.25 MILE TO STATION ON LEFT EB3825'DIRECTLY ACROSS STREET FROM THE NORTHEAST CORNER OF A BRICK RESIDENCE EB3825'AND APPROXIMATELY 600 FEET WEST OF THE PRESBYTERIAN CHURCH. EB3825' EB3825'STATION MARK IS A STANDARD DISK STAMPED---CURB 1977---SET IN THE TOP EB3825'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3825'MARK IS 25.0 FEET NORTH OF CENTERLINE OF NC 71, 2.5 FEET NORTH OF EB3825'CURB, 29.9 FEET WEST OF TELEPHONE POLE PEDESTAL AT BRACE POLE WITH EB3825'REFERENCE TAG, 49.0 FEET NORTH-NORTHEAST OF CENTER OF A DRAIN ACROSS EB3825'HIGHWAY, 61.0 FEET EAST-NORTHEAST OF A RIGHT-OF-WAY MARKER AT A BRACE EB3825'POLE WITH REFERENCE TAG AND 58.8 FEET NORTHWEST OF A POWER POLE 3070 EB3825'WITH REFERENCE TAG. EB3825 EB3825 STATION RECOVERY (1997) EB3825 EB3825'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3825'RECOVERED IN GOOD CONDITION. EB3825 EB3825 STATION RECOVERY (2001) EB3825 EB3825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB3825'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EB3825'CORRECTIONS. EB3825'MARK IS ABOUT LEVEL WITH NC 71 AND FLUSH WITH THE GROUND. LOCATED EB3825'123.9 FT (37.8 M) EAST-NORTHEAST OF BRACE POLE WITH REFERENCE TAG. EB3825'THE RIGHT-OF-WAY MARKER IS GONE. EB3825 EB3825 STATION RECOVERY (2005) EB3825 EB3825'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3825'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS. EB3825'REFERENCED PHONE PEDESTAL IS NUMBERED R180W. BRACE POLE AT APPROX. EB3825'123.9 FT IS WITHOUT REF. TAG AND NUMBERED CP/L D758. EB3825' EB3825' EB3825' EB3825' 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AI0506 *********************************************************************** AI0506 DESIGNATION - GAGING STATION RED SPRINGS AI0506 PID - AI0506 AI0506 STATE/COUNTY- NC/ROBESON AI0506 USGS QUAD - RED SPRINGS (1974) AI0506 AI0506 *CURRENT SURVEY CONTROL AI0506 ___________________________________________________________________ AI0506* NAD 83(1986)- 34 49 25. (N) 079 10 52. (W) SCALED AI0506* NAVD 88 - 56.449 (meters) 185.20 (feet) ADJUSTED AI0506 ___________________________________________________________________ AI0506 GEOID HEIGHT- -32.99 (meters) GEOID03 AI0506 DYNAMIC HT - 56.396 (meters) 185.03 (feet) COMP AI0506 MODELED GRAV- 979,707.3 (mgal) NAVD 88 AI0506 AI0506 VERT ORDER - SECOND CLASS II AI0506 AI0506.The horizontal coordinates were scaled from a topographic map and have AI0506.an estimated accuracy of +/- 6 seconds. AI0506 AI0506.The orthometric height was determined by differential leveling AI0506.and adjusted by the National Geodetic Survey in October 1999. AI0506 AI0506.The geoid height was determined by GEOID03. AI0506 AI0506.The dynamic height is computed by dividing the NAVD 88 AI0506.geopotential number by the normal gravity value computed on the AI0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI0506.degrees latitude (g = 980.6199 gals.). AI0506 AI0506.The modeled gravity was interpolated from observed gravity values. AI0506 AI0506; North East Units Estimated Accuracy AI0506;SPC NC - 119,110. 593,030. MT (+/- 180 meters Scaled) AI0506 AI0506 SUPERSEDED SURVEY CONTROL AI0506 AI0506.No superseded survey control is available for this station. AI0506 AI0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU663549(NAD 83) AI0506_MARKER: DR = REFERENCE MARK DISK AI0506_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AI0506_SP_SET: BRIDGE WINGWALL AI0506_STAMPING: GAGING STATION NCGS BM 1989 AI0506_MARK LOGO: USGS AI0506_MAGNETIC: N = NO MAGNETIC MATERIAL AI0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI0506 AI0506 HISTORY - Date Condition Report By AI0506 HISTORY - 1989 MONUMENTED NCGS AI0506 HISTORY - 19881228 GOOD NCGS AI0506 HISTORY - 20050403 GOOD GEOCAC AI0506 AI0506 STATION DESCRIPTION AI0506 AI0506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) AI0506'STATION IS LOCATED IN RED SPRINGS. AT THE NC 211-NC 71 (NORTH MAIN AI0506'STREET) BRIDGE OVER LITTLE RAFT SWAMP, IN THE SOUTHEAST WINGWALL. AI0506'LOCATED 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY. AI0506 AI0506 STATION RECOVERY (2005) AI0506 AI0506'RECOVERY NOTE BY GEOCACHING 2005 (MFK) AI0506'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NCGS (LWA) IN 1989. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3859 *********************************************************************** EB3859 DESIGNATION - GATE EB3859 PID - EB3859 EB3859 STATE/COUNTY- NC/ROBESON EB3859 USGS QUAD - RED SPRINGS (1974) EB3859 EB3859 *CURRENT SURVEY CONTROL EB3859 ___________________________________________________________________ EB3859* NAD 83(1986)- 34 49 38.37055(N) 079 10 49.81978(W) ADJUSTED EB3859* NAVD 88 - 56.4 (meters) 185. (feet) VERTCON EB3859 ___________________________________________________________________ EB3859 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EB3859 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3859 EB3859 HORZ ORDER - SECOND EB3859 EB3859.The North Carolina/South Carolina HARNS have been completed but, EB3859.due to contractual restrictions, coordinates for these stations EB3859.will NOT be published in the near future. In the interim, the EB3859.published coordinates in North and South Carolina will not be EB3859.consistent with the Continuously Operating Reference Stations EB3859.(CORS). The HARN coordinates for these stations are available EB3859.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3859.Lapine(803-896-7700). EB3859. EB3859.In addition, the published North and South Carolina positions EB3859.(NAD 83 (1986)) are NOT consistent with those determined in EB3859.adjacent state readjustments. The discontinuity between stations EB3859.located in North or South Carolina and those in adjacent states EB3859.which have been adjusted to the HARN may be as much as 5 EB3859.decimeters. This will result in a significant loss of accuracy EB3859.over lines crossing such state borders. EB3859 EB3859 EB3859.The horizontal coordinates were established by classical geodetic methods EB3859.and adjusted by the National Geodetic Survey in April 1991. EB3859 EB3859.The NAVD 88 height was computed by applying the VERTCON shift value to EB3859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3859 EB3859.The Laplace correction was computed from DEFLEC99 derived deflections. EB3859 EB3859.The geoid height was determined by GEOID03. EB3859 EB3859; North East Units Scale Factor Converg. EB3859;SPC NC - 119,523.376 593,090.325 MT 0.99989986 -0 06 15.1 EB3859;UTM 17 - 3,855,403.485 666,389.725 MT 0.99994123 +1 02 21.7 EB3859 EB3859! - Elev Factor x Scale Factor = Combined Factor EB3859!SPC NC - 0.99999633 x 0.99989986 = 0.99989619 EB3859!UTM 17 - 0.99999633 x 0.99994123 = 0.99993756 EB3859 EB3859 SUPERSEDED SURVEY CONTROL EB3859 EB3859 NGVD 29 (04/22/91) 56.7 (m) 186. (f) VERT ANG EB3859 EB3859.Superseded values are not recommended for survey control. EB3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3859.See file dsdata.txt to determine how the superseded data were derived. EB3859 EB3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6639055403(NAD 83) EB3859_MARKER: DE = TRAVERSE STATION DISK EB3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3859_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3859_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3859+STABILITY: SURFACE MOTION EB3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3859+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005 EB3859 EB3859 HISTORY - Date Condition Report By EB3859 HISTORY - 1977 MONUMENTED NCGS EB3859 HISTORY - 19960427 GOOD USPSQD EB3859 HISTORY - 20050403 GOOD GEOCAC EB3859 EB3859 STATION DESCRIPTION EB3859 EB3859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3859'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE NORTH OF RED SPRINGS AND EB3859'2.8 MILES SOUTHWEST OF SHANNON. EB3859' EB3859'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 NORTH OF RED EB3859'SPRINGS, PROCEED NORTH ALONG NC 211 FOR 0.15 MILE TO STATION ON RIGHT EB3859'AT A WOODS ROAD WITH AN OLD IRON GATE. EB3859' EB3859'STATION MARK IS A STANDARD DISK STAMPED---GATE 1977---SET IN THE TOP EB3859'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3859'THE MARK IS 23.7 FEET EAST OF CENTERLINE OF NC 211, 30.5 FEET EB3859'NORTHWEST OF NORTH END OF CULVERT UNDER WOODS ROAD, 84.8 FEET SOUTH OF EB3859'POWER POLE WITH REFERENCE TAG, 92.7 FEET NORTHWEST OF POWER POLE WITH EB3859'REFERENCE TAG AND 27.3 FEET WEST OF A 7 INCH PINE WITH REFERENCE TAG. EB3859 EB3859 STATION RECOVERY (1996) EB3859 EB3859'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3859'RECOVERED IN GOOD CONDITION. EB3859 EB3859 STATION RECOVERY (2005) EB3859 EB3859'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3859'RECOVERED IN GOOD CONDITION. NOTED DESCRIPTION CHANGES-- GATED ROAD IS EB3859'NOW WELL OVERGROWN AND GATE WAS NOT SEEN. THE 7.0 INCH PINE AT 27.3 EB3859'FEET IS GONE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3860 *********************************************************************** EB3860 DESIGNATION - GIN EB3860 PID - EB3860 EB3860 STATE/COUNTY- NC/ROBESON EB3860 USGS QUAD - RED SPRINGS (1974) EB3860 EB3860 *CURRENT SURVEY CONTROL EB3860 ___________________________________________________________________ EB3860* NAD 83(1986)- 34 50 19.63435(N) 079 09 09.43142(W) ADJUSTED EB3860* NAVD 88 - 61.7 (meters) 202. (feet) VERTCON EB3860 ___________________________________________________________________ EB3860 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB3860 GEOID HEIGHT- -33.05 (meters) GEOID03 EB3860 EB3860 HORZ ORDER - SECOND EB3860 EB3860.The North Carolina/South Carolina HARNS have been completed but, EB3860.due to contractual restrictions, coordinates for these stations EB3860.will NOT be published in the near future. In the interim, the EB3860.published coordinates in North and South Carolina will not be EB3860.consistent with the Continuously Operating Reference Stations EB3860.(CORS). The HARN coordinates for these stations are available EB3860.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3860.Lapine(803-896-7700). EB3860. EB3860.In addition, the published North and South Carolina positions EB3860.(NAD 83 (1986)) are NOT consistent with those determined in EB3860.adjacent state readjustments. The discontinuity between stations EB3860.located in North or South Carolina and those in adjacent states EB3860.which have been adjusted to the HARN may be as much as 5 EB3860.decimeters. This will result in a significant loss of accuracy EB3860.over lines crossing such state borders. EB3860 EB3860 EB3860.The horizontal coordinates were established by classical geodetic methods EB3860.and adjusted by the National Geodetic Survey in April 1991. EB3860 EB3860.The NAVD 88 height was computed by applying the VERTCON shift value to EB3860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3860 EB3860.The Laplace correction was computed from DEFLEC99 derived deflections. EB3860 EB3860.The geoid height was determined by GEOID03. EB3860 EB3860; North East Units Scale Factor Converg. EB3860;SPC NC - 120,790.551 595,642.988 MT 0.99989840 -0 05 17.1 EB3860;UTM 17 - 3,856,721.417 668,916.707 MT 0.99995168 +1 03 20.2 EB3860 EB3860! - Elev Factor x Scale Factor = Combined Factor EB3860!SPC NC - 0.99999551 x 0.99989840 = 0.99989391 EB3860!UTM 17 - 0.99999551 x 0.99995168 = 0.99994719 EB3860 EB3860 SUPERSEDED SURVEY CONTROL EB3860 EB3860 NGVD 29 (04/22/91) 62.0 (m) 203. (f) VERT ANG EB3860 EB3860.Superseded values are not recommended for survey control. EB3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3860.See file dsdata.txt to determine how the superseded data were derived. EB3860 EB3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6891756721(NAD 83) EB3860_MARKER: DE = TRAVERSE STATION DISK EB3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3860_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3860_STAMPING: GIN 1977 EB3860_MARK LOGO: NCGS EB3860_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3860+STABILITY: SURFACE MOTION EB3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3860+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001 EB3860 EB3860 HISTORY - Date Condition Report By EB3860 HISTORY - 1977 MONUMENTED NCGS EB3860 HISTORY - 20010316 GOOD NCGS EB3860 HISTORY - 20050403 GOOD GEOCAC EB3860 EB3860 STATION DESCRIPTION EB3860 EB3860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3860'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF RED EB3860'SPRINGS AND 1.1 MILES SOUTHWEST OF SHANNON. EB3860' EB3860'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 RED SPRINGS, EB3860'PROCEED NORTHEAST ALONG NC 71 FOR 1.8 MILE TO STATION IN RIGHT EB3860'SHOULDER APPROXIMATELY 250 FEET EAST OF A TWO STORY PACK BARN AND 0.1 EB3860'MILE NORTHEAST OF INTERSECTION WITH SR 1701 LEADING NORTH. EB3860' EB3860'STATION MARK IS A STANDARD DISK STAMPED---GIN 1977---SET IN THE TOP EB3860'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3860'THE MARK IS 22.3 FEET SOUTHEAST OF CENTERLINE OF NC 71, 109.6 FEET EB3860'WEST-SOUTHWEST OF POWER POLE 32 WITH A REFERENCE TAG, 172.4 FEET EB3860'NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 82.8 FEET EB3860'SOUTH-SOUTHWEST OF JUNCTION AHEAD SIGN POST WITH REFERENCE TAG. EB3860 EB3860 STATION RECOVERY (2001) EB3860 EB3860'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3860'RECOVERED AS DESCRIBED. EB3860 EB3860 STATION RECOVERY (2005) EB3860 EB3860'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3860'RECOVERED IN GOOD CONDITION. NOTED DESCRIPTION CHANGES-- PACK BARN NO EB3860'LONGER EXISTS, PP AT 109.6 FEET IS GONE AND THE JUNCTION AHEAD SIGN EB3860'HAS BEEN REPLACED WITH ONE THAT IS FURTHER AWAY. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3864 *********************************************************************** EB3864 DESIGNATION - GUY EB3864 PID - EB3864 EB3864 STATE/COUNTY- NC/ROBESON EB3864 USGS QUAD - RED SPRINGS (1974) EB3864 EB3864 *CURRENT SURVEY CONTROL EB3864 ___________________________________________________________________ EB3864* NAD 83(1986)- 34 45 29.16609(N) 079 12 47.23373(W) ADJUSTED EB3864* NAVD 88 - 59.501 (meters) 195.21 (feet) ADJUSTED EB3864 ___________________________________________________________________ EB3864 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB3864 GEOID HEIGHT- -32.98 (meters) GEOID03 EB3864 DYNAMIC HT - 59.446 (meters) 195.03 (feet) COMP EB3864 MODELED GRAV- 979,698.4 (mgal) NAVD 88 EB3864 EB3864 HORZ ORDER - SECOND EB3864 VERT ORDER - SECOND CLASS II EB3864 EB3864.The North Carolina/South Carolina HARNS have been completed but, EB3864.due to contractual restrictions, coordinates for these stations EB3864.will NOT be published in the near future. In the interim, the EB3864.published coordinates in North and South Carolina will not be EB3864.consistent with the Continuously Operating Reference Stations EB3864.(CORS). The HARN coordinates for these stations are available EB3864.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3864.Lapine(803-896-7700). EB3864. EB3864.In addition, the published North and South Carolina positions EB3864.(NAD 83 (1986)) are NOT consistent with those determined in EB3864.adjacent state readjustments. The discontinuity between stations EB3864.located in North or South Carolina and those in adjacent states EB3864.which have been adjusted to the HARN may be as much as 5 EB3864.decimeters. This will result in a significant loss of accuracy EB3864.over lines crossing such state borders. EB3864 EB3864 EB3864.The horizontal coordinates were established by classical geodetic methods EB3864.and adjusted by the National Geodetic Survey in April 1991. EB3864 EB3864.The orthometric height was determined by differential leveling EB3864.and adjusted by the National Geodetic Survey in October 1999. EB3864 EB3864.The Laplace correction was computed from DEFLEC99 derived deflections. EB3864 EB3864.The geoid height was determined by GEOID03. EB3864 EB3864.The dynamic height is computed by dividing the NAVD 88 EB3864.geopotential number by the normal gravity value computed on the EB3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3864.degrees latitude (g = 980.6199 gals.). EB3864 EB3864.The modeled gravity was interpolated from observed gravity values. EB3864 EB3864; North East Units Scale Factor Converg. EB3864;SPC NC - 111,850.613 590,090.541 MT 0.99990946 -0 07 22.8 EB3864;UTM 17 - 3,847,672.184 663,543.470 MT 0.99992966 +1 01 08.2 EB3864 EB3864! - Elev Factor x Scale Factor = Combined Factor EB3864!SPC NC - 0.99999584 x 0.99990946 = 0.99990530 EB3864!UTM 17 - 0.99999584 x 0.99992966 = 0.99992550 EB3864 EB3864 SUPERSEDED SURVEY CONTROL EB3864 EB3864 NGVD 29 (04/22/91) 59.8 (m) 196. (f) VERT ANG EB3864 EB3864.Superseded values are not recommended for survey control. EB3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3864.See file dsdata.txt to determine how the superseded data were derived. EB3864 EB3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6354347672(NAD 83) EB3864_MARKER: DE = TRAVERSE STATION DISK EB3864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3864_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3864_STAMPING: GUY 1977 EB3864_MARK LOGO: NCGS EB3864_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3864+STABILITY: SURFACE MOTION EB3864 EB3864 HISTORY - Date Condition Report By EB3864 HISTORY - 1977 MONUMENTED NCGS EB3864 HISTORY - 19890124 GOOD NCGS EB3864 HISTORY - 19970426 GOOD USPSQD EB3864 HISTORY - 20050403 GOOD GEOCAC EB3864 EB3864 STATION DESCRIPTION EB3864 EB3864'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3864'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES SOUTH-SOUTHWEST OF RED EB3864'SPRINGS AND 5.5 MILES NORTH-NORTHWEST OF PEMBROKE. EB3864' EB3864'TO REACH STATION FROM INTERSECTION OF NC 710 WITH NC 72 2 MILES SOUTH EB3864'OF RED SPRINGS, PROCEED SOUTHERLY ALONG NC 710 FOR 2.5 MILES TO EB3864'STATION ON RIGHT ON THE NORTHEAST SIDE OF A DRIVEWAY LEADING TO A EB3864'SMALL OLD HOUSE AND 0.45 MILE NORTH OF INTERSECTION WITH SR 1345 AND EB3864'ISLAND GROVE BAPTIST CHURCH. EB3864' EB3864'STATION MARK IS A STANDARD DISK STAMPED---GUY 1977---SET IN THE TOP EB3864'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3864'THE MARK IS 81.6 FEET NORTHWEST OF CENTERLINE OF NC 710, 12.5 FEET EB3864'NORTHEAST OF CENTERLINE OF DIRT DRIVE, 2.1 FEET SOUTHWEST OF GUY WIRE EB3864'BASE, 18.7 FEET WEST-NORTHWEST OF POWER POLE WITH TRANSFORMER AND EB3864'REFERENCE TAG, 31.9 FEET WEST-NORTHWEST OF TELEPHONE POLE PEDESTAL EB3864'R68W AND 128.7 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE. EB3864 EB3864 STATION RECOVERY (1989) EB3864 EB3864'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3864'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF RED EB3864'SPRINGS. ALONG NC 710 FOR 2.5 MI (4.0 KM) SOUTH FROM NC 72 (ABOUT 2 MI EB3864'(3.2 KM) SOUTH OF RED SPRINGS), ON THE RIGHT, ON THE NORTHEAST SIDE OF EB3864'A DRIVEWAY, OR 0.45 MI (0.72 KM) NORTH OF SR 1345. MARK IS RECESSED 4 EB3864'INCHES BELOW GROUND. LOCATED 81.6 FT (24.9 M) NORTHWEST OF THE EB3864'CENTERLINE OF NC 710, 12.5 FT (3.8 M) NORTHEAST OF THE CENTERLINE OF A EB3864'DIRT DRIVE, 2.1 FT (0.6 M) SOUTHWEST OF A GUY WIRE BASE, 18.7 FT (5.7 EB3864'M) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND REFERENCE EB3864'TAG, AND 34.9 FT (10.6 M) WEST-NORTHWEST OF TELEPHONE POLE PEDESTAL EB3864'(R68W). EB3864 EB3864 STATION RECOVERY (1997) EB3864 EB3864'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3864'RECOVERED IN GOOD CONDITION. EB3864 EB3864 STATION RECOVERY (2005) EB3864 EB3864'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3864'RECOVERED IN GOOD CONDITION. NOTED DESCRIPTION CHANGES-- DWELLING EB3864'DESCRIBED NO LONGER EXISTS AND DRIVE IS NOW A FIELD ROAD. A POWER POLE EB3864'WITH GUY WIRES REMAINS BUT THERE IS NO TRANSFORMER, WITNESS TAG OR EB3864'TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3893 *********************************************************************** EB3893 HT_MOD - This is a Height Modernization Survey Station. EB3893 DESIGNATION - LIMIT EB3893 PID - EB3893 EB3893 STATE/COUNTY- NC/ROBESON EB3893 USGS QUAD - PARKTON (1982) EB3893 EB3893 *CURRENT SURVEY CONTROL EB3893 ___________________________________________________________________ EB3893* NAD 83(1986)- 34 53 07.83888(N) 079 04 35.42800(W) ADJUSTED EB3893* NAVD 88 - 57.82 (meters) 189.7 (feet) GPS OBS EB3893 ___________________________________________________________________ EB3893 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB3893 GEOID HEIGHT- -33.18 (meters) GEOID03 EB3893 EB3893 HORZ ORDER - FIRST EB3893 EB3893.The North Carolina/South Carolina HARNS have been completed but, EB3893.due to contractual restrictions, coordinates for these stations EB3893.will NOT be published in the near future. In the interim, the EB3893.published coordinates in North and South Carolina will not be EB3893.consistent with the Continuously Operating Reference Stations EB3893.(CORS). The HARN coordinates for these stations are available EB3893.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3893.Lapine(803-896-7700). EB3893. EB3893.In addition, the published North and South Carolina positions EB3893.(NAD 83 (1986)) are NOT consistent with those determined in EB3893.adjacent state readjustments. The discontinuity between stations EB3893.located in North or South Carolina and those in adjacent states EB3893.which have been adjusted to the HARN may be as much as 5 EB3893.decimeters. This will result in a significant loss of accuracy EB3893.over lines crossing such state borders. EB3893 EB3893 EB3893.The horizontal coordinates were established by GPS observations EB3893.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in November 2002. EB3893 EB3893.The orthometric height was determined by GPS observations and a EB3893.high-resolution geoid model using precise GPS observation and EB3893.processing techniques. EB3893 EB3893.The Laplace correction was computed from DEFLEC99 derived deflections. EB3893 EB3893.The geoid height was determined by GEOID03. EB3893 EB3893; North East Units Scale Factor Converg. EB3893;SPC NC - 125,965.386 602,608.001 MT 0.99989290 -0 02 39.0 EB3893;UTM 17 - 3,862,034.668 675,777.488 MT 0.99998082 +1 06 01.4 EB3893 EB3893! - Elev Factor x Scale Factor = Combined Factor EB3893!SPC NC - 0.99999613 x 0.99989290 = 0.99988903 EB3893!UTM 17 - 0.99999613 x 0.99998082 = 0.99997695 EB3893 EB3893 SUPERSEDED SURVEY CONTROL EB3893 EB3893 NAD 83(1986)- 34 53 07.84483(N) 079 04 35.42319(W) AD( ) 2 EB3893 NGVD 29 (04/22/91) 58.0 (m) 190. (f) VERT ANG EB3893 EB3893.Superseded values are not recommended for survey control. EB3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3893.See file dsdata.txt to determine how the superseded data were derived. EB3893 EB3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7577762035(NAD 83) EB3893_MARKER: DE = TRAVERSE STATION DISK EB3893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3893_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3893_STAMPING: LIMIT 1977 EB3893_MARK LOGO: NCGS EB3893_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3893+STABILITY: SURFACE MOTION EB3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3893+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001 EB3893 EB3893 HISTORY - Date Condition Report By EB3893 HISTORY - 1977 MONUMENTED NCGS EB3893 HISTORY - 19970426 GOOD USPSQD EB3893 HISTORY - 20010316 GOOD NCGS EB3893 HISTORY - 20050309 GOOD GEOCAC EB3893 EB3893 STATION DESCRIPTION EB3893 EB3893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3893'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF LUMBER BRIDGE EB3893'APPROXIMATELY 3.9 MILES WEST-SOUTHWEST OF PARKTON. EB3893' EB3893'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD AT LUMBER BRIDGE, EB3893'PROCEED SOUTHWEST ALONG NC 71 FOR 0.3 MILE TO STATION ON LEFT BESIDE EB3893'A POWER POLE FIELD. EB3893' EB3893'STATION MARK IS A STANDARD DISK STAMPED---LIMIT 1977---SET IN THE TOP EB3893'OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EB3893'THE MARK IS 44.0 FEET SOUTHEAST OF CENTERLINE OF NC 71, 4.4 FEET EB3893'SOUTHWEST OF POWER POLE 3141 WITH REFERENCE TAG, 19.6 FEET NORTHWEST EB3893'OF GUY WIRE BASE, 83.8 FEET SOUTHWEST OF CITY LIMIT SIGN POST WITH EB3893'REFERENCE TAG AND 117.1 FEET SOUTHWEST OF EAST END OF CULVERT UNDER EB3893'NC 71 FOR CANAL. EB3893 EB3893 STATION RECOVERY (1997) EB3893 EB3893'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3893'RECOVERED IN GOOD CONDITION. EB3893 EB3893 STATION RECOVERY (2001) EB3893 EB3893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3893'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3893'THE POWER POLE AND SPEED LIMIT SIGN POST WITH REFERENCE TAGS ARE BOTH EB3893'GONE, AS IS THE GUY WIRE BASE. EB3893 EB3893 STATION RECOVERY (2005) EB3893 EB3893'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3893'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS. EB3893'STATION IS AT THE T-ROAD INTERSECTION OF THE DIRT ENTRANCE ROAD TO EB3893'WFPX RADIO STATION AND NC-71 IN THE SW ANGLE. SETTING IS 1.6 FT. NW OF EB3893'PP WITH TRANSFORMER NUMBERED CP/L D676 AH AND 12.1 FT. NE OF PP EB3893'NUMBERED CP/L D675 AH. EB3893' EB3893' EB3893' EB3893' EB3893' 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3507 *********************************************************************** EB3507 DESIGNATION - PHIL AZ MK EB3507 PID - EB3507 EB3507 STATE/COUNTY- NC/ROBESON EB3507 USGS QUAD - RED SPRINGS (1974) EB3507 EB3507 *CURRENT SURVEY CONTROL EB3507 ___________________________________________________________________ EB3507* NAD 83(1986)- 34 45 12. (N) 079 12 50. (W) SCALED EB3507* NAVD 88 - 59.036 (meters) 193.69 (feet) ADJUSTED EB3507 ___________________________________________________________________ EB3507 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3507 DYNAMIC HT - 58.981 (meters) 193.51 (feet) COMP EB3507 MODELED GRAV- 979,697.8 (mgal) NAVD 88 EB3507 EB3507 VERT ORDER - SECOND CLASS II EB3507 EB3507.The horizontal coordinates were scaled from a topographic map and have EB3507.an estimated accuracy of +/- 6 seconds. EB3507 EB3507.The orthometric height was determined by differential leveling EB3507.and adjusted by the National Geodetic Survey in October 1999. EB3507 EB3507.The geoid height was determined by GEOID03. EB3507 EB3507.The dynamic height is computed by dividing the NAVD 88 EB3507.geopotential number by the normal gravity value computed on the EB3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3507.degrees latitude (g = 980.6199 gals.). EB3507 EB3507.The modeled gravity was interpolated from observed gravity values. EB3507 EB3507; North East Units Estimated Accuracy EB3507;SPC NC - 111,320. 590,020. MT (+/- 180 meters Scaled) EB3507 EB3507 SUPERSEDED SURVEY CONTROL EB3507 EB3507.No superseded survey control is available for this station. EB3507 EB3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU634471(NAD 83) EB3507_MARKER: DZ = AZIMUTH MARK DISK EB3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3507_STAMPING: PHIL 1949 EB3507_MARK LOGO: CGS EB3507_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3507+STABILITY: SURFACE MOTION EB3507 EB3507 HISTORY - Date Condition Report By EB3507 HISTORY - 1949 MONUMENTED CGS EB3507 HISTORY - 19890124 GOOD NCGS EB3507 HISTORY - 20050403 GOOD GEOCAC EB3507 EB3507 STATION DESCRIPTION EB3507 EB3507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3507'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) SOUTH-SOUTHWEST OF RED EB3507'SPRINGS. ALONG NC 710 FOR 4.6 KM (2.85 MI) SOUTH FROM NC 72 (2 MILES EB3507'SOUTH OF RED SPRINGS), ACROSS THE HIGHWAY FROM INDIAN GROVE BAPTIST EB3507'CHURCH, ON THE SOUTH BANK OF A SMALL DITCH CANAL. MARK IS 1-FOOT EB3507'HIGHER THAN HIGHWAY AND PROJECTS 4 INCHES ABOVE GROUND. LOCATED 14.40 EB3507'M (47.24 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.74 M (35.24 EB3507'FT) NORTH OF A POWER POLE WITH A REFERENCE TAG. EB3507 EB3507 STATION RECOVERY (2005) EB3507 EB3507'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3507'RECOVERED IN GOOD CONDITION. NOTED DESCRIPTION CHANGES-- EB3507' EB3507'STATION IS ON THE GRASS BANK OF AND APPROX. 3 FEET (SE) FROM THE EB3507'DESCRIBED DRAINAGE DITCH WHICH RUNS GENERALLY (E-W) ALONG THE PROPERTY EB3507'LINE THAT DIVIDES 2 HOME SITES ACROSS THE ROAD FROM THE CHURCH. MARK EB3507'IS ALSO 1.5 FEET (NW) OF A PP WITH TRANSFORMER AND WITNESS TAG AND EB3507'REMAINS AS DESCRIBED FROM STATION BAPTIST. EB3507' EB3507'NAD 83 HH GPS COORDS. NOTED WERE 34 45 12.0 (N) -- 079 12 49.3 (W). EB3507'POSITION ERROR (+/-) 7.2 FEET. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AI0504 *********************************************************************** AI0504 DESIGNATION - ROB 24 AI0504 PID - AI0504 AI0504 STATE/COUNTY- NC/ROBESON AI0504 USGS QUAD - RED SPRINGS (1974) AI0504 AI0504 *CURRENT SURVEY CONTROL AI0504 ___________________________________________________________________ AI0504* NAD 83(1986)- 34 48 40. (N) 079 10 29. (W) SCALED AI0504* NAVD 88 - 60.788 (meters) 199.44 (feet) ADJUSTED AI0504 ___________________________________________________________________ AI0504 GEOID HEIGHT- -33.02 (meters) GEOID03 AI0504 DYNAMIC HT - 60.732 (meters) 199.25 (feet) COMP AI0504 MODELED GRAV- 979,707.6 (mgal) NAVD 88 AI0504 AI0504 VERT ORDER - SECOND CLASS II AI0504 AI0504.The horizontal coordinates were scaled from a topographic map and have AI0504.an estimated accuracy of +/- 6 seconds. AI0504 AI0504.The orthometric height was determined by differential leveling AI0504.and adjusted by the National Geodetic Survey in October 1999. AI0504 AI0504.The geoid height was determined by GEOID03. AI0504 AI0504.The dynamic height is computed by dividing the NAVD 88 AI0504.geopotential number by the normal gravity value computed on the AI0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI0504.degrees latitude (g = 980.6199 gals.). AI0504 AI0504.The modeled gravity was interpolated from observed gravity values. AI0504 AI0504; North East Units Estimated Accuracy AI0504;SPC NC - 117,720. 593,620. MT (+/- 180 meters Scaled) AI0504 AI0504 SUPERSEDED SURVEY CONTROL AI0504 AI0504.No superseded survey control is available for this station. AI0504 AI0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU669536(NAD 83) AI0504_MARKER: DB = BENCH MARK DISK AI0504_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AI0504_SP_SET: BASE AI0504_STAMPING: ROB 24 1989 AI0504_MARK LOGO: NCGS AI0504_MAGNETIC: N = NO MAGNETIC MATERIAL AI0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0504+STABILITY: SURFACE MOTION AI0504 AI0504 HISTORY - Date Condition Report By AI0504 HISTORY - 1989 MONUMENTED NCGS AI0504 HISTORY - 20050403 GOOD GEOCAC AI0504 AI0504 STATION DESCRIPTION AI0504 AI0504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) AI0504'STATION IS LOCATED IN RED SPRINGS. AT THE INTERSECTION OF NC 211 (4TH AI0504'AVE) AND SARATOGA STREET, DIRECTLY IN FRONT OF THE ENTRANCE TO AI0504'THE--LUMBEE RIVER ELECTRIC MEMBER CORP--BUILDING, IN THE SOUTHWEST AI0504'CORNER OF A 3-FOOT BY 3-FOOT FLAG POLE BASE. MARK IS LEVEL WITH AI0504'HIGHWAY AND PROJECTS 4 INCHES ABOVE GROUND. LOCATED 36.40 M (119.42 AI0504'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY (4TH AVE), 45.00 M AI0504'(147.64 FT) EAST OF THE CENTERLINE OF SARATOGA STREET, 30.01 M (98.46 AI0504'FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF BUILDIING, AND 6.85 M AI0504'(22.47 FT) SOUTHWEST OF A STORM DRAIN IN DRIVEWAY. AI0504 AI0504 STATION RECOVERY (2005) AI0504 AI0504'RECOVERY NOTE BY GEOCACHING 2005 (MFK) AI0504'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NCGS (EWB) IN 1989. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AI0535 *********************************************************************** AI0535 DESIGNATION - ROB 48 AI0535 PID - AI0535 AI0535 STATE/COUNTY- NC/ROBESON AI0535 USGS QUAD - RED SPRINGS (1974) AI0535 AI0535 *CURRENT SURVEY CONTROL AI0535 ___________________________________________________________________ AI0535* NAD 83(1986)- 34 47 06. (N) 079 11 42. (W) SCALED AI0535* NAVD 88 - 55.105 (meters) 180.79 (feet) ADJUSTED AI0535 ___________________________________________________________________ AI0535 GEOID HEIGHT- -33.00 (meters) GEOID03 AI0535 DYNAMIC HT - 55.054 (meters) 180.62 (feet) COMP AI0535 MODELED GRAV- 979,703.1 (mgal) NAVD 88 AI0535 AI0535 VERT ORDER - SECOND CLASS II AI0535 AI0535.The horizontal coordinates were scaled from a topographic map and have AI0535.an estimated accuracy of +/- 6 seconds. AI0535 AI0535.The orthometric height was determined by differential leveling AI0535.and adjusted by the National Geodetic Survey in October 1999. AI0535 AI0535.The geoid height was determined by GEOID03. AI0535 AI0535.The dynamic height is computed by dividing the NAVD 88 AI0535.geopotential number by the normal gravity value computed on the AI0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI0535.degrees latitude (g = 980.6199 gals.). AI0535 AI0535.The modeled gravity was interpolated from observed gravity values. AI0535 AI0535; North East Units Estimated Accuracy AI0535;SPC NC - 114,830. 591,760. MT (+/- 180 meters Scaled) AI0535 AI0535 SUPERSEDED SURVEY CONTROL AI0535 AI0535.No superseded survey control is available for this station. AI0535 AI0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU651506(NAD 83) AI0535_MARKER: DB = BENCH MARK DISK AI0535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AI0535_SP_SET: CULVERT HEADWALL AI0535_STAMPING: ROB 48 1989 AI0535_MARK LOGO: NCGS AI0535_MAGNETIC: N = NO MAGNETIC MATERIAL AI0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0535+STABILITY: SURFACE MOTION AI0535 AI0535 HISTORY - Date Condition Report By AI0535 HISTORY - 1989 MONUMENTED NCGS AI0535 HISTORY - 20050403 GOOD GEOCAC AI0535 AI0535 STATION DESCRIPTION AI0535 AI0535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) AI0535'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH-SOUTHWEST OF RED AI0535'SPRINGS. ALONG NC 710 FOR 0.64 KM (0.40 MI) SOUTHWEST FROM NC 72, AT AI0535'RICHLAND SWAMP, IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE AI0535'HEADWALL OF A 4 CHANNEL BOX CULVERT. MARK IS LEVEL WITH ROAD. LOCATED AI0535'4.75 M (15.58 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY. AI0535 AI0535 STATION RECOVERY (2005) AI0535 AI0535'RECOVERY NOTE BY GEOCACHING 2005 (MFK) AI0535'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NCGS (EWB) IN 1989. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB3981 *********************************************************************** EB3981 DESIGNATION - SEVENTH EB3981 PID - EB3981 EB3981 STATE/COUNTY- NC/ROBESON EB3981 USGS QUAD - RED SPRINGS (1974) EB3981 EB3981 *CURRENT SURVEY CONTROL EB3981 ___________________________________________________________________ EB3981* NAD 83(1986)- 34 48 39.48120(N) 079 11 02.19335(W) ADJUSTED EB3981* NAVD 88 - 61.771 (meters) 202.66 (feet) ADJUSTED EB3981 ___________________________________________________________________ EB3981 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB3981 GEOID HEIGHT- -33.00 (meters) GEOID03 EB3981 DYNAMIC HT - 61.713 (meters) 202.47 (feet) COMP EB3981 MODELED GRAV- 979,706.5 (mgal) NAVD 88 EB3981 EB3981 HORZ ORDER - SECOND EB3981 VERT ORDER - SECOND CLASS II EB3981 EB3981.The North Carolina/South Carolina HARNS have been completed but, EB3981.due to contractual restrictions, coordinates for these stations EB3981.will NOT be published in the near future. In the interim, the EB3981.published coordinates in North and South Carolina will not be EB3981.consistent with the Continuously Operating Reference Stations EB3981.(CORS). The HARN coordinates for these stations are available EB3981.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3981.Lapine(803-896-7700). EB3981. EB3981.In addition, the published North and South Carolina positions EB3981.(NAD 83 (1986)) are NOT consistent with those determined in EB3981.adjacent state readjustments. The discontinuity between stations EB3981.located in North or South Carolina and those in adjacent states EB3981.which have been adjusted to the HARN may be as much as 5 EB3981.decimeters. This will result in a significant loss of accuracy EB3981.over lines crossing such state borders. EB3981 EB3981 EB3981.The horizontal coordinates were established by classical geodetic methods EB3981.and adjusted by the National Geodetic Survey in April 1991. EB3981 EB3981.The orthometric height was determined by differential leveling EB3981.and adjusted by the National Geodetic Survey in October 1999. EB3981 EB3981.The Laplace correction was computed from DEFLEC99 derived deflections. EB3981 EB3981.The geoid height was determined by GEOID03. EB3981 EB3981.The dynamic height is computed by dividing the NAVD 88 EB3981.geopotential number by the normal gravity value computed on the EB3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3981.degrees latitude (g = 980.6199 gals.). EB3981 EB3981.The modeled gravity was interpolated from observed gravity values. EB3981 EB3981; North East Units Scale Factor Converg. EB3981;SPC NC - 117,709.407 592,772.571 MT 0.99990200 -0 06 22.2 EB3981;UTM 17 - 3,853,583.464 666,108.217 MT 0.99994008 +1 02 13.1 EB3981 EB3981! - Elev Factor x Scale Factor = Combined Factor EB3981!SPC NC - 0.99999548 x 0.99990200 = 0.99989748 EB3981!UTM 17 - 0.99999548 x 0.99994008 = 0.99993556 EB3981 EB3981 SUPERSEDED SURVEY CONTROL EB3981 EB3981 NGVD 29 (04/22/91) 62.2 (m) 204. (f) VERT ANG EB3981 EB3981.Superseded values are not recommended for survey control. EB3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3981.See file dsdata.txt to determine how the superseded data were derived. EB3981 EB3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6610853583(NAD 83) EB3981_MARKER: DE = TRAVERSE STATION DISK EB3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3981_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3981_STAMPING: SEVENTH 1977 EB3981_MARK LOGO: NCGS EB3981_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3981+STABILITY: SURFACE MOTION EB3981 EB3981 HISTORY - Date Condition Report By EB3981 HISTORY - 1977 MONUMENTED NCGS EB3981 HISTORY - 19890124 GOOD NCGS EB3981 HISTORY - 20050403 GOOD GEOCAC EB3981 EB3981 STATION DESCRIPTION EB3981 EB3981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3981'THE STATION IS LOCATED IN RED SPRINGS, 0.3 MILE SOUTH ALONG NC 72 EB3981'MAIN STREET FROM 4TH AVENUE ON SOUTH SIDE OF 7TH AVENUE BETWEEN CURB EB3981'AND SIDEWALK, AT THE END OF A ROW OF HEDGES BETWEEN TWO BRICK HOMES. EB3981' EB3981'STATION MARK IS STANDARD DISK STAMPED---SEVENTH 1977---SET IN THE TOP EB3981'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.THE EB3981'MARK IS 21.8 FEET EAST-SOUTHEAST OF CENTERLINE OF MAIN STREET, 10.1 EB3981'FEET NORTH-NORTHEAST OF CENTERLINE OF DRIVEWAY, 113.8 FEET EB3981'SOUTH-SOUTHWEST OF CENTERLINE OF SEVENTH AVENUE, 19.2 FEET SOUTH OF EB3981'FIRE HYDRANT, 5.8 FEET SOUTHEAST OF TELEPHONE POLE WITH REFERENCE TAG EB3981'AND 50.2 FEET NORTHEAST OF POWER POLE WITH LIGHT AND REFERENCE TAG. EB3981 EB3981 STATION RECOVERY (1989) EB3981 EB3981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3981'STATION IS LOCATED IN RED SPRINGS. ALONG NC 72 (SOUTH MAIN STREET) EB3981'FROM 4TH AVENUE FOR 0.3 MI (0.5 KM) SOUTH, ON THE SOUTH SIDE OF 7TH EB3981'AVENUE, BETWEEN THE CURB AND SIDEWALK, AT THE END OF A ROW OF HEDGES EB3981'BETWEEN TWO BRICK HOMES. MARK IS FLUSH WITH GROUND. LOCATED 21.8 FT EB3981'(6.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 10.1 FT (3.1 EB3981'M) NORTH-NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 113.8 FT (34.7 M) EB3981'SOUTH-SOUTHWEST OF THE CENTERLINE OF SEVENTH AVENUE, 19.2 FT (5.9 M) EB3981'SOUTH OF A FIRE HYDRANT--AND 5.8 FT (1.8 M) SOUTHEAST OF A TELEPHONE EB3981'POLE, 50.2 FT (15.3 M) NORTHEAST OF A POWER POLE WITH A LIGHT--BOTH EB3981'WITH REFERENCE TAGS. EB3981 EB3981 STATION RECOVERY (2005) EB3981 EB3981'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3981'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NCGS (LWA) IN 1989. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB4000 *********************************************************************** EB4000 DESIGNATION - THROWER EB4000 PID - EB4000 EB4000 STATE/COUNTY- NC/ROBESON EB4000 USGS QUAD - RED SPRINGS (1974) EB4000 EB4000 *CURRENT SURVEY CONTROL EB4000 ___________________________________________________________________ EB4000* NAD 83(1986)- 34 47 19.61868(N) 079 11 27.85533(W) ADJUSTED EB4000* NAVD 88 - 59.168 (meters) 194.12 (feet) ADJUSTED EB4000 ___________________________________________________________________ EB4000 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EB4000 GEOID HEIGHT- -33.00 (meters) GEOID03 EB4000 DYNAMIC HT - 59.113 (meters) 193.94 (feet) COMP EB4000 MODELED GRAV- 979,704.0 (mgal) NAVD 88 EB4000 EB4000 HORZ ORDER - SECOND EB4000 VERT ORDER - SECOND CLASS II EB4000 EB4000.The North Carolina/South Carolina HARNS have been completed but, EB4000.due to contractual restrictions, coordinates for these stations EB4000.will NOT be published in the near future. In the interim, the EB4000.published coordinates in North and South Carolina will not be EB4000.consistent with the Continuously Operating Reference Stations EB4000.(CORS). The HARN coordinates for these stations are available EB4000.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB4000.Lapine(803-896-7700). EB4000. EB4000.In addition, the published North and South Carolina positions EB4000.(NAD 83 (1986)) are NOT consistent with those determined in EB4000.adjacent state readjustments. The discontinuity between stations EB4000.located in North or South Carolina and those in adjacent states EB4000.which have been adjusted to the HARN may be as much as 5 EB4000.decimeters. This will result in a significant loss of accuracy EB4000.over lines crossing such state borders. EB4000 EB4000 EB4000.The horizontal coordinates were established by classical geodetic methods EB4000.and adjusted by the National Geodetic Survey in April 1991. EB4000 EB4000.The orthometric height was determined by differential leveling EB4000.and adjusted by the National Geodetic Survey in October 1999. EB4000 EB4000.The Laplace correction was computed from DEFLEC99 derived deflections. EB4000 EB4000.The geoid height was determined by GEOID03. EB4000 EB4000.The dynamic height is computed by dividing the NAVD 88 EB4000.geopotential number by the normal gravity value computed on the EB4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB4000.degrees latitude (g = 980.6199 gals.). EB4000 EB4000.The modeled gravity was interpolated from observed gravity values. EB4000 EB4000; North East Units Scale Factor Converg. EB4000;SPC NC - 115,249.853 592,115.674 MT 0.99990503 -0 06 37.0 EB4000;UTM 17 - 3,851,111.210 665,500.487 MT 0.99993760 +1 01 56.4 EB4000 EB4000! - Elev Factor x Scale Factor = Combined Factor EB4000!SPC NC - 0.99999589 x 0.99990503 = 0.99990092 EB4000!UTM 17 - 0.99999589 x 0.99993760 = 0.99993349 EB4000 EB4000 SUPERSEDED SURVEY CONTROL EB4000 EB4000 NGVD 29 (04/22/91) 59.5 (m) 195. (f) VERT ANG EB4000 EB4000.Superseded values are not recommended for survey control. EB4000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4000.See file dsdata.txt to determine how the superseded data were derived. EB4000 EB4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6550051111(NAD 83) EB4000_MARKER: DE = TRAVERSE STATION DISK EB4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4000_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4000_STAMPING: THROWER 1977 EB4000_MARK LOGO: NCGS EB4000_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4000+STABILITY: SURFACE MOTION EB4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB4000+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005 EB4000 EB4000 HISTORY - Date Condition Report By EB4000 HISTORY - 1977 MONUMENTED NCGS EB4000 HISTORY - 19890124 GOOD NCGS EB4000 HISTORY - 19970426 GOOD USPSQD EB4000 HISTORY - 20050403 GOOD GEOCAC EB4000 EB4000 STATION DESCRIPTION EB4000 EB4000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4000'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH-SOUTHWEST OF RED EB4000'SPRINGS AND 2.4 MILES NORTH-NORTHWEST OF PHILADELPHUS. EB4000' EB4000'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2 MILES SOUTH EB4000'OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 0.1 MILE TO STATION ON EB4000'LEFT AT CORNER OF WOODS AND DRIVEWAY TO A BRICK HOUSE AND 0.2 MILE EB4000'NORTH OF ENTRANCE ROAD FROM NC 710 TO AN AIRPORT LANDING STRIP. EB4000' EB4000'STATION MARK IS A STANDARD DISK STAMPED---THROWER 1977---SET IN THE EB4000'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB4000'THE MARK IS 37.6 FEET SOUTHEAST OF CENTERLINE OF NC 710, 27.2 FEET EB4000'SOUTH-SOUTHWEST OF CENTERLINE OF DIRT DRIVE, 7.8 FEET NORTHWEST OF AN EB4000'8 INCH OAK WITH REFERENCE TAG, 23.6 FEET NORTH OF A 12 INCH OAK WITH EB4000'REFERENCE TAG, 38.9 FEET SOUTHWEST OF A 20 INCH PINE WITH REFERENCE EB4000'TAG, 88.8 FEET SOUTHEAST OF A POWER POLE WITH REFERENCE TAG. EB4000 EB4000 STATION RECOVERY (1989) EB4000 EB4000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB4000'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTH-SOUTHWEST OF RED EB4000'SPRINGS. ALONG NC 710 FOR 0.1 MI (0.2 KM) SOUTH FROM NC 72 (2 MI SOUTH EB4000'OF RED SPRINGS), ON THE LEFT, AT THE CORNER OF THE WOODS, AT A ROAD TO EB4000'A BRICK HOUSE. MARK IS FLUSH WITH GROUND. LOCATED 37.6 FT (11.5 M) EB4000'SOUTHEAST OF THE CENTERLINE OF NC 710, 27.2 FT (8.3 M) SOUTH-SOUTHWEST EB4000'OF THE CENTERLINE OF A WOODS ROAD--AND 7.8 FT (2.4 M) NORTHWEST OF AN EB4000'8-INCH OAK, 23.6 FT (7.2 M) NORTH OF A 12-INCH OAK, 38.9 FT (11.9 M) EB4000'SOUTHWEST OF A 20-INCH PINE, 88.8 FT (27.1 M) SOUTHEAST OF A POWER EB4000'POLE--ALL WITH REFERENCE TAGS. EB4000 EB4000 STATION RECOVERY (1997) EB4000 EB4000'RECOVERY NOTE BY US POWER SQUADRON 1997 EB4000'RECOVERED IN GOOD CONDITION. EB4000 EB4000 STATION RECOVERY (2005) EB4000 EB4000'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB4000'RECOVERED IN GOOD CONDITION. NOTED DESCRIPTION CHANGES-- AIR STRIP IS EB4000'NOW A CULTIVATED FIELD AND DRIVEWAY IS OVERGROWN. REMAINING REFERENCES EB4000'ARE STILL VALID. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB4024 *********************************************************************** EB4024 DESIGNATION - WHIGS EB4024 PID - EB4024 EB4024 STATE/COUNTY- NC/ROBESON EB4024 USGS QUAD - RED SPRINGS (1974) EB4024 EB4024 *CURRENT SURVEY CONTROL EB4024 ___________________________________________________________________ EB4024* NAD 83(1986)- 34 48 31.43928(N) 079 10 10.85570(W) ADJUSTED EB4024* NAVD 88 - 61.468 (meters) 201.67 (feet) ADJUSTED EB4024 ___________________________________________________________________ EB4024 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EB4024 GEOID HEIGHT- -33.04 (meters) GEOID03 EB4024 DYNAMIC HT - 61.411 (meters) 201.48 (feet) COMP EB4024 MODELED GRAV- 979,708.0 (mgal) NAVD 88 EB4024 EB4024 HORZ ORDER - SECOND EB4024 VERT ORDER - SECOND CLASS II EB4024 EB4024.The North Carolina/South Carolina HARNS have been completed but, EB4024.due to contractual restrictions, coordinates for these stations EB4024.will NOT be published in the near future. In the interim, the EB4024.published coordinates in North and South Carolina will not be EB4024.consistent with the Continuously Operating Reference Stations EB4024.(CORS). The HARN coordinates for these stations are available EB4024.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB4024.Lapine(803-896-7700). EB4024. EB4024.In addition, the published North and South Carolina positions EB4024.(NAD 83 (1986)) are NOT consistent with those determined in EB4024.adjacent state readjustments. The discontinuity between stations EB4024.located in North or South Carolina and those in adjacent states EB4024.which have been adjusted to the HARN may be as much as 5 EB4024.decimeters. This will result in a significant loss of accuracy EB4024.over lines crossing such state borders. EB4024 EB4024 EB4024.The horizontal coordinates were established by classical geodetic methods EB4024.and adjusted by the National Geodetic Survey in April 1991. EB4024 EB4024.The orthometric height was determined by differential leveling EB4024.and adjusted by the National Geodetic Survey in October 1999. EB4024 EB4024.The Laplace correction was computed from DEFLEC99 derived deflections. EB4024 EB4024.The geoid height was determined by GEOID03. EB4024 EB4024.The dynamic height is computed by dividing the NAVD 88 EB4024.geopotential number by the normal gravity value computed on the EB4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB4024.degrees latitude (g = 980.6199 gals.). EB4024 EB4024.The modeled gravity was interpolated from observed gravity values. EB4024 EB4024; North East Units Scale Factor Converg. EB4024;SPC NC - 117,459.289 594,076.815 MT 0.99990229 -0 05 52.6 EB4024;UTM 17 - 3,853,359.406 667,417.245 MT 0.99994546 +1 02 42.2 EB4024 EB4024! - Elev Factor x Scale Factor = Combined Factor EB4024!SPC NC - 0.99999554 x 0.99990229 = 0.99989783 EB4024!UTM 17 - 0.99999554 x 0.99994546 = 0.99994100 EB4024 EB4024 SUPERSEDED SURVEY CONTROL EB4024 EB4024 NGVD 29 (04/22/91) 61.8 (m) 203. (f) VERT ANG EB4024 EB4024.Superseded values are not recommended for survey control. EB4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4024.See file dsdata.txt to determine how the superseded data were derived. EB4024 EB4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6741753359(NAD 83) EB4024_MARKER: DH = HORIZONTAL CONTROL DISK EB4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4024_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4024_STAMPING: WHIGS 1977 EB4024_MARK LOGO: NCGS EB4024_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4024+STABILITY: SURFACE MOTION EB4024 EB4024 HISTORY - Date Condition Report By EB4024 HISTORY - 1977 MONUMENTED NCGS EB4024 HISTORY - 19881228 GOOD NCGS EB4024 HISTORY - 20050403 GOOD GEOCAC EB4024 EB4024 STATION DESCRIPTION EB4024 EB4024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4024'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTHEAST OF RED SPRINGS EB4024'AND 15.7 MILES NORTHWEST OF LUMBERTON. EB4024' EB4024'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE EB4024'IN RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 0.85 MILE TO EB4024'STATION ON LEFT AT A POWER POLE AND FIRE HYDRANT. EB4024' EB4024'STATION MARK IS A STANDARD DISK STAMPED---WHIGS 1977---SET IN THE EB4024'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB4024'THE MARK IS 33.3 FEET NORTHEAST OF CENTERLINE OF NC 211, 12.0 FEET EB4024'SOUTHEAST OF FIRE HYDRANT, 11.6 FEET SOUTHEAST OF WATER METER, 3.9 EB4024'FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG, 4.7 FEET SOUTHWEST OF EB4024'BASE OF GUY WIRE AND 121.3 FEET SOUTHEAST OF INTERSECTION SIGN POST EB4024'WITH REFERENCE TAG. EB4024 EB4024 STATION RECOVERY (1988) EB4024 EB4024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB4024'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTHEAST OF RED SPRINGS AND EB4024'15.7 MI (25.3 KM) NORTHWEST OF LUMBERTON. ALONG NC 211 (FOURTH AVENUE) EB4024'FOR 0.85 MI (1.37 KM) SOUTHEAST FROM MAIN STREET, ON THE LEFT AT A EB4024'POWER POLE AND FIRE HYDRANT, ACROSS FROM AN ABC STORE. MARK IS 2-FEET EB4024'LOWER THAN ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 33.3 FT EB4024'(10.1 M) NORTHEAST OF THE CENTERLINE OF NC 211, 12.0 FT (3.7 M) EB4024'SOUTHEAST OF A FIRE HYDRANT, 11.6 FT (3.5 M) SOUTHEAST OF A WATER EB4024'METER, 3.9 FT (1.2 M) NORTHEAST OF A POWER POLE WITH REFERENCE TAG, EB4024'4.7 FT (1.4 M) SOUTHWEST OF BASE OF GUY WIRE. EB4024 EB4024 STATION RECOVERY (2005) EB4024 EB4024'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB4024'RECOVERED IN GOOD CONDITION. STATION FOUND ACROSS NC-211 FROM ABC EB4024'STORE, RECESSED 3 INCHES, 12.0 FEET (SE) OF A FIRE HYDRANT, APPROX. 3 EB4024'FEET (NE) OF A NEW POWER POLE AND BETWEEN THE POLE AND 3 GUYWIRE EB4024'ANCHOR POINTS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 EB4026 *********************************************************************** EB4026 DESIGNATION - WILL EB4026 PID - EB4026 EB4026 STATE/COUNTY- NC/ROBESON EB4026 USGS QUAD - RED SPRINGS (1974) EB4026 EB4026 *CURRENT SURVEY CONTROL EB4026 ___________________________________________________________________ EB4026* NAD 83(1986)- 34 50 09.20197(N) 079 09 28.73803(W) ADJUSTED EB4026* NAVD 88 - 61.7 (meters) 202. (feet) VERTCON EB4026 ___________________________________________________________________ EB4026 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB4026 GEOID HEIGHT- -33.04 (meters) GEOID03 EB4026 EB4026 HORZ ORDER - SECOND EB4026 EB4026.The North Carolina/South Carolina HARNS have been completed but, EB4026.due to contractual restrictions, coordinates for these stations EB4026.will NOT be published in the near future. In the interim, the EB4026.published coordinates in North and South Carolina will not be EB4026.consistent with the Continuously Operating Reference Stations EB4026.(CORS). The HARN coordinates for these stations are available EB4026.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB4026.Lapine(803-896-7700). EB4026. EB4026.In addition, the published North and South Carolina positions EB4026.(NAD 83 (1986)) are NOT consistent with those determined in EB4026.adjacent state readjustments. The discontinuity between stations EB4026.located in North or South Carolina and those in adjacent states EB4026.which have been adjusted to the HARN may be as much as 5 EB4026.decimeters. This will result in a significant loss of accuracy EB4026.over lines crossing such state borders. EB4026 EB4026 EB4026.The horizontal coordinates were established by classical geodetic methods EB4026.and adjusted by the National Geodetic Survey in April 1991. EB4026 EB4026.The NAVD 88 height was computed by applying the VERTCON shift value to EB4026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4026 EB4026.The Laplace correction was computed from DEFLEC99 derived deflections. EB4026 EB4026.The geoid height was determined by GEOID03. EB4026 EB4026; North East Units Scale Factor Converg. EB4026;SPC NC - 120,469.867 595,151.995 MT 0.99989877 -0 05 28.3 EB4026;UTM 17 - 3,856,390.980 668,432.187 MT 0.99994966 +1 03 08.9 EB4026 EB4026! - Elev Factor x Scale Factor = Combined Factor EB4026!SPC NC - 0.99999550 x 0.99989877 = 0.99989427 EB4026!UTM 17 - 0.99999550 x 0.99994966 = 0.99994516 EB4026 EB4026 SUPERSEDED SURVEY CONTROL EB4026 EB4026 NGVD 29 (04/22/91) 62.0 (m) 203. (f) VERT ANG EB4026 EB4026.Superseded values are not recommended for survey control. EB4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4026.See file dsdata.txt to determine how the superseded data were derived. EB4026 EB4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6843256391(NAD 83) EB4026_MARKER: DE = TRAVERSE STATION DISK EB4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4026_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4026_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4026+STABILITY: SURFACE MOTION EB4026 EB4026 HISTORY - Date Condition Report By EB4026 HISTORY - 1977 MONUMENTED NCGS EB4026 HISTORY - 20050403 GOOD GEOCAC EB4026 EB4026 STATION DESCRIPTION EB4026 EB4026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4026'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF RED EB4026'SPRINGS AND 1.5 MILES SOUTHWEST OF SHANNON. EB4026' EB4026'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 NORTH OF RED EB4026'SPRINGS, PROCEED NORTHEAST ALONG NC 71 FOR 1.4 MILES TO STATION IN EB4026'RIGHT SHOULDER OPPOSITE CENTER LINE OF THE DRIVE TO WILLIAMS BRICK EB4026'RESIDENCE AND 0.3 MILE SOUTHWEST OF SR 1701 LEADING NORTH. EB4026' EB4026'STATION MARK IS A STANDARD DISK STAMPED---WILL 1977---SET IN THE TOP EB4026'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB4026'THE MARK IS 22.2 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 71, 52.3 EB4026'FEET SOUTH-SOUTHEAST OF EAST END OF CULVERT OF UNDER DRIVEWAY, 52.3 EB4026'FEET SOUTHEAST OF WEST END OF CULVERT, 72.2 FEET NORTHEAST OF POWER EB4026'POLE 2 WITH REFERENCE TAG AND 115.2 FEET SOUTH-SOUTHWEST OF AN 8 INCH EB4026'PINE WITH REFERENCE TAG. EB4026 EB4026 STATION RECOVERY (2005) EB4026 EB4026'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB4026'RECOVERED IN GOOD CONDITION. STATION FOUND ON ROAD SHOULDER APPROX. 1 EB4026'FOOT (NNE) OF THE MERCER RESIDENCE MAILBOX NUMBERED 13213. PINE TREE EB4026'AT 115.2 FEET NOT SEEN.