1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3774 *********************************************************************** EB3774 DESIGNATION - 106 HLZ EB3774 PID - EB3774 EB3774 STATE/COUNTY- NC/ROBESON EB3774 USGS QUAD - ROWLAND (1982) EB3774 EB3774 *CURRENT SURVEY CONTROL EB3774 ___________________________________________________________________ EB3774* NAD 83(1986)- 34 34 31.92074(N) 079 16 26.24718(W) ADJUSTED EB3774* NAVD 88 - 42.43 (+/-2cm) 139.2 (feet) VERTCON EB3774 ___________________________________________________________________ EB3774 LAPLACE CORR- -4.66 (seconds) DEFLEC99 EB3774 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3774 EB3774 HORZ ORDER - SECOND EB3774 VERT ORDER - THIRD ? (See Below) EB3774 EB3774.The North Carolina HARNS have been completed but, EB3774.due to contractual restrictions, coordinates for these stations EB3774.will NOT be published in the near future. In the interim, the EB3774.published coordinates in North Carolina will not be EB3774.consistent with the Continuously Operating Reference Stations EB3774.(CORS). The HARN coordinates for these stations are available EB3774.upon request. Contact Gary Thompson(919-733-3836). EB3774. EB3774.In addition, the published North Carolina positions EB3774.(NAD 83 (1986)) are NOT consistent with those determined in EB3774.adjacent state readjustments. The discontinuity between stations EB3774.located in North Carolina and those in adjacent states EB3774.which have been adjusted to the HARN may be as much as 5 EB3774.decimeters. This will result in a significant loss of accuracy EB3774.over lines crossing such state borders. EB3774 EB3774 EB3774.The horizontal coordinates were established by classical geodetic methods EB3774.and adjusted by the National Geodetic Survey in April 1991. EB3774 EB3774.The NAVD 88 height was computed by applying the VERTCON shift value to EB3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3774.The vertical order pertains to the NGVD 29 superseded value. EB3774 EB3774.The Laplace correction was computed from DEFLEC99 derived deflections. EB3774 EB3774.The geoid height was determined by GEOID03. EB3774 EB3774; North East Units Scale Factor Converg. EB3774;SPC NC - 91,612.773 584,465.175 MT 0.99994173 -0 09 29.2 EB3774;SPC NC - 300,566.24 1,917,532.83 sFT 0.99994173 -0 09 29.2 EB3774;UTM 17 - 3,827,326.554 658,321.841 MT 0.99990896 +0 58 47.0 EB3774 EB3774! - Elev Factor x Scale Factor = Combined Factor EB3774!SPC NC - 0.99999853 x 0.99994173 = 0.99994026 EB3774!UTM 17 - 0.99999853 x 0.99990896 = 0.99990749 EB3774 EB3774 SUPERSEDED SURVEY CONTROL EB3774 EB3774 NGVD 29 (04/22/91) 42.72 (m) 140.2 (f) LEVELING 3 EB3774 EB3774.Superseded values are not recommended for survey control. EB3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3774.See file dsdata.txt to determine how the superseded data were derived. EB3774 EB3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5832227327(NAD 83) EB3774_MARKER: DE = TRAVERSE STATION DISK EB3774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3774+STABILITY: SURFACE MOTION EB3774 EB3774 HISTORY - Date Condition Report By EB3774 HISTORY - 1977 MONUMENTED NCGS EB3774 EB3774 STATION DESCRIPTION EB3774 EB3774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3774'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTH-NORTHEAST OF EB3774'ROWLAND AND 3.2 MILES SOUTH-SOUTHWEST OF ELROD. EB3774' EB3774'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 OF EB3774'ROWLAND, PROCEED NORTHEAST ALONG NC 710 FOR 2.6 MILES TO SR 1143 ON EB3774'RIGHT AND STATION ON EAST SIDE OF INTERSECTION. EB3774' EB3774'STATION MARK IS A STANDARD DISK STAMPED---106 HLZ 1971---SET ON TOP EB3774'OF A CONCRETE METAL, WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK EB3774'IS 53.2 FEET SOUTHEAST OF CENTERLINE OF NC 710, 36.7 FEET NORTHEAST EB3774'OF CENTERLINE OF SR 1143, 0.5 FEET WEST OF A METAL WITNESS POST, 3.3 EB3774'FEET SOUTHWEST OF A POWER POLE 1452 WITH REFERENCE TAG AND 109.1 FEET EB3774'SOUTHEAST OF A BRACE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3775 *********************************************************************** EB3775 DESIGNATION - 107 HLZ EB3775 PID - EB3775 EB3775 STATE/COUNTY- NC/ROBESON EB3775 USGS QUAD - ROWLAND (1982) EB3775 EB3775 *CURRENT SURVEY CONTROL EB3775 ___________________________________________________________________ EB3775* NAD 83(1986)- 34 32 58.81996(N) 079 18 22.23879(W) ADJUSTED EB3775* NAVD 88 - 43.60 (+/-2cm) 143.0 (feet) VERTCON EB3775 ___________________________________________________________________ EB3775 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EB3775 GEOID HEIGHT- -32.98 (meters) GEOID03 EB3775 EB3775 HORZ ORDER - SECOND EB3775 VERT ORDER - THIRD ? (See Below) EB3775 EB3775.The North Carolina HARNS have been completed but, EB3775.due to contractual restrictions, coordinates for these stations EB3775.will NOT be published in the near future. In the interim, the EB3775.published coordinates in North Carolina will not be EB3775.consistent with the Continuously Operating Reference Stations EB3775.(CORS). The HARN coordinates for these stations are available EB3775.upon request. Contact Gary Thompson(919-733-3836). EB3775. EB3775.In addition, the published North Carolina positions EB3775.(NAD 83 (1986)) are NOT consistent with those determined in EB3775.adjacent state readjustments. The discontinuity between stations EB3775.located in North Carolina and those in adjacent states EB3775.which have been adjusted to the HARN may be as much as 5 EB3775.decimeters. This will result in a significant loss of accuracy EB3775.over lines crossing such state borders. EB3775 EB3775 EB3775.The horizontal coordinates were established by classical geodetic methods EB3775.and adjusted by the National Geodetic Survey in April 1991. EB3775 EB3775.The NAVD 88 height was computed by applying the VERTCON shift value to EB3775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3775.The vertical order pertains to the NGVD 29 superseded value. EB3775 EB3775.The Laplace correction was computed from DEFLEC99 derived deflections. EB3775 EB3775.The geoid height was determined by GEOID03. EB3775 EB3775; North East Units Scale Factor Converg. EB3775;SPC NC - 88,752.721 581,500.109 MT 0.99994711 -0 10 36.2 EB3775;SPC NC - 291,182.89 1,907,804.94 sFT 0.99994711 -0 10 36.2 EB3775;SPC SC - 302,513.647 765,047.596 MT 0.99991154 +0 56 20.6 EB3775;SPC SC - 992,498.84 2,509,998.67 iFT 0.99991154 +0 56 20.6 EB3775;UTM 17 - 3,824,408.314 655,414.265 MT 0.99989772 +0 57 38.9 EB3775 EB3775! - Elev Factor x Scale Factor = Combined Factor EB3775!SPC NC - 0.99999833 x 0.99994711 = 0.99994544 EB3775!SPC SC - 0.99999833 x 0.99991154 = 0.99990987 EB3775!UTM 17 - 0.99999833 x 0.99989772 = 0.99989605 EB3775 EB3775 SUPERSEDED SURVEY CONTROL EB3775 EB3775 NGVD 29 (04/22/91) 43.90 (m) 144.0 (f) LEVELING 3 EB3775 EB3775.Superseded values are not recommended for survey control. EB3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3775.See file dsdata.txt to determine how the superseded data were derived. EB3775 EB3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5541424408(NAD 83) EB3775_MARKER: DB = BENCH MARK DISK EB3775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3775+STABILITY: SURFACE MOTION EB3775 EB3775 HISTORY - Date Condition Report By EB3775 HISTORY - 1977 MONUMENTED NCGS EB3775 EB3775 STATION DESCRIPTION EB3775 EB3775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3775'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF ROWLAND AT EB3775'INTERSECTION OF NC 130 AND US 501 WITH NC 710 APPROXIMATELY 200 FEET EB3775'NORTHEAST OF INTERSECTION ON NORTHWEST SIDE OF NC 710 IN A CONCRETE EB3775'BASE FOR A SIGN POST. EB3775' EB3775'STATION MARK IS A STANDARD DISK STAMPED---107 HLZ 1971--- WHICH IS EB3775'FLUSH IN DRILL HOLE IN CONCRETE, WHICH IS 24 INCHES ABOVE GROUND EB3775'SURFACE. THE MARK IS 30.8 FEET NORTHWEST OF CENTERLINE OF NC 710, 2.0 EB3775'FEET SOUTHEAST OF METAL SIGN POST AND 87.4 FEET NORTH OF POWER POLE EB3775'1946 WITH TRANSFORMER AND WITH REFERENCE TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1629 *********************************************************************** EB1629 DESIGNATION - 16 LB 2 EB1629 PID - EB1629 EB1629 STATE/COUNTY- NC/ROBESON EB1629 USGS QUAD - MAXTON (1982) EB1629 EB1629 *CURRENT SURVEY CONTROL EB1629 ___________________________________________________________________ EB1629* NAD 83(1986)- 34 43 47.85277(N) 079 19 53.64719(W) ADJUSTED EB1629* NAVD 88 - 60.039 (meters) 196.98 (feet) ADJUSTED EB1629 ___________________________________________________________________ EB1629 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EB1629 GEOID HEIGHT- -32.72 (meters) GEOID03 EB1629 DYNAMIC HT - 59.983 (meters) 196.79 (feet) COMP EB1629 MODELED GRAV- 979,692.4 (mgal) NAVD 88 EB1629 EB1629 HORZ ORDER - SECOND EB1629 VERT ORDER - SECOND CLASS II EB1629 EB1629.The North Carolina HARNS have been completed but, EB1629.due to contractual restrictions, coordinates for these stations EB1629.will NOT be published in the near future. In the interim, the EB1629.published coordinates in North Carolina will not be EB1629.consistent with the Continuously Operating Reference Stations EB1629.(CORS). The HARN coordinates for these stations are available EB1629.upon request. Contact Gary Thompson(919-733-3836). EB1629. EB1629.In addition, the published North Carolina positions EB1629.(NAD 83 (1986)) are NOT consistent with those determined in EB1629.adjacent state readjustments. The discontinuity between stations EB1629.located in North Carolina and those in adjacent states EB1629.which have been adjusted to the HARN may be as much as 5 EB1629.decimeters. This will result in a significant loss of accuracy EB1629.over lines crossing such state borders. EB1629 EB1629 EB1629.The horizontal coordinates were established by classical geodetic methods EB1629.and adjusted by the National Geodetic Survey in April 1991. EB1629 EB1629.The orthometric height was determined by differential leveling EB1629.and adjusted by the National Geodetic Survey in June 2001. EB1629 EB1629.The Laplace correction was computed from DEFLEC99 derived deflections. EB1629 EB1629.The geoid height was determined by GEOID03. EB1629 EB1629.The dynamic height is computed by dividing the NAVD 88 EB1629.geopotential number by the normal gravity value computed on the EB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1629.degrees latitude (g = 980.6199 gals.). EB1629 EB1629.The modeled gravity was interpolated from observed gravity values. EB1629 EB1629; North East Units Scale Factor Converg. EB1629;SPC NC - 108,758.632 579,236.495 MT 0.99991378 -0 11 28.9 EB1629;SPC NC - 356,818.95 1,900,378.40 sFT 0.99991378 -0 11 28.9 EB1629;UTM 17 - 3,844,364.501 652,753.239 MT 0.99988760 +0 57 02.5 EB1629 EB1629! - Elev Factor x Scale Factor = Combined Factor EB1629!SPC NC - 0.99999571 x 0.99991378 = 0.99990949 EB1629!UTM 17 - 0.99999571 x 0.99988760 = 0.99988331 EB1629 EB1629 SUPERSEDED SURVEY CONTROL EB1629 EB1629 NAVD 88 (06/15/91) 59.902 (m) 196.53 (f) UNKNOWN 2 1 EB1629 NGVD 29 (10/06/93) 60.184 (m) 197.45 (f) ADJUSTED 2 1 EB1629 EB1629.Superseded values are not recommended for survey control. EB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1629.See file dsdata.txt to determine how the superseded data were derived. EB1629 EB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5275344365(NAD 83) EB1629_MARKER: DE = TRAVERSE STATION DISK EB1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1629_SP_SET: CONCRETE POST EB1629_STAMPING: 16 LB 2 1975 EB1629_MARK LOGO: NCDOT EB1629_PROJECTION: FLUSH EB1629_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1629+STABILITY: SURFACE MOTION EB1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1629+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001 EB1629 EB1629 HISTORY - Date Condition Report By EB1629 HISTORY - 1975 MONUMENTED NCDOT EB1629 HISTORY - 1978 GOOD NCGS EB1629 HISTORY - 19970426 MARK NOT FOUND USPSQD EB1629 HISTORY - 20010228 GOOD NCGS EB1629 EB1629 STATION DESCRIPTION EB1629 EB1629'DESCRIBED BY NC DOT 1975 (LFS) EB1629'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF MAXTON EB1629'AND 1.2 MILES WEST-SOUTHWEST OF ALMA. EB1629' EB1629'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN EB1629'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.2 MILES TO Y INTERSECTION EB1629'WITH SR 1302, THENCE NORTHWEST ALONG SR 1301 FOR 0.15 MILE TO STATION EB1629'ON LEFT IN EAST EDGE OF CULTIVATED FIELD, AT A LARGE OAK AND 0.1 MILE EB1629'SOUTHEAST OF SEABOARD COAST LINE CROSSING. EB1629' EB1629'STATION MARK IS A STANDARD DISK STAMPED---16.LB.2 1975---SET IN THE EB1629'TOP OF A CONCRETE PRECAST, WHICH IS FLUSH WITH THR GROUND SURFACE. THE EB1629'MARK IS 24.4 FEET SOUTHWEST OF CENTERLINE OF SR 1302, 2.5 FEET SOUTH EB1629'OF UNDERGROUND CABLE POST, 47.7 FEET WEST OF SERVICE POLE 3947 WITH EB1629'REFERENCE TAG AND 59.2 FEET NORTH OF A 60 INCH OAK WITH REFERENCE TAG. EB1629 EB1629 STATION RECOVERY (1978) EB1629 EB1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1629'1.0 MI SE FROM MAXTON. EB1629'1.2 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1629'THENCE NORTHWEST ALONG SR 1302 FOR 0.15 MILE, ON LEFT IN EDGE OF EB1629'CULTIVATED FIELD AT A LARGE OAK AND 0.1 MILE SOUTHEAST OF SEABOARD EB1629'COAST LINE RAILROAD CROSSSNG, 24.4 FEET SOUTHWEST OF CENTERLINE EB1629'OF SR 1302, 2.5 FEET WEST OF UNDERGROUND CABLE POST WITH REFERENCE EB1629'TAG, 47.7 FEET WEST OF SERVICE POLE 3947 WITH REFERENCE TAG AND EB1629'59.2 FEET NORTH OF 60 INCH OAK WITH REFERENCE TAG. EB1629 EB1629 STATION RECOVERY (1997) EB1629 EB1629'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1629'MARK NOT FOUND. EB1629 EB1629 STATION RECOVERY (2001) EB1629 EB1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 EB1629'RECOVERED AS DESCRIBED. STATION NOW PROJECTS 8 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3776 *********************************************************************** EB3776 DESIGNATION - 94 HLZ EB3776 PID - EB3776 EB3776 STATE/COUNTY- NC/ROBESON EB3776 USGS QUAD - MAXTON (1982) EB3776 EB3776 *CURRENT SURVEY CONTROL EB3776 ___________________________________________________________________ EB3776* NAD 83(1986)- 34 42 22.75505(N) 079 21 07.79713(W) ADJUSTED EB3776* NAVD 88 - 59.13 (+/-2cm) 194.0 (feet) VERTCON EB3776 ___________________________________________________________________ EB3776 LAPLACE CORR- -3.94 (seconds) DEFLEC99 EB3776 GEOID HEIGHT- -32.67 (meters) GEOID03 EB3776 EB3776 HORZ ORDER - SECOND EB3776 VERT ORDER - THIRD ? (See Below) EB3776 EB3776.The North Carolina HARNS have been completed but, EB3776.due to contractual restrictions, coordinates for these stations EB3776.will NOT be published in the near future. In the interim, the EB3776.published coordinates in North Carolina will not be EB3776.consistent with the Continuously Operating Reference Stations EB3776.(CORS). The HARN coordinates for these stations are available EB3776.upon request. Contact Gary Thompson(919-733-3836). EB3776. EB3776.In addition, the published North Carolina positions EB3776.(NAD 83 (1986)) are NOT consistent with those determined in EB3776.adjacent state readjustments. The discontinuity between stations EB3776.located in North Carolina and those in adjacent states EB3776.which have been adjusted to the HARN may be as much as 5 EB3776.decimeters. This will result in a significant loss of accuracy EB3776.over lines crossing such state borders. EB3776 EB3776 EB3776.The horizontal coordinates were established by classical geodetic methods EB3776.and adjusted by the National Geodetic Survey in April 1991. EB3776 EB3776.The NAVD 88 height was computed by applying the VERTCON shift value to EB3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3776.The vertical order pertains to the NGVD 29 superseded value. EB3776 EB3776.The Laplace correction was computed from DEFLEC99 derived deflections. EB3776 EB3776.The geoid height was determined by GEOID03. EB3776 EB3776; North East Units Scale Factor Converg. EB3776;SPC NC - 106,143.046 577,340.930 MT 0.99991759 -0 12 11.7 EB3776;SPC NC - 348,237.64 1,894,159.37 sFT 0.99991759 -0 12 11.7 EB3776;UTM 17 - 3,841,711.743 650,910.231 MT 0.99988070 +0 56 18.3 EB3776 EB3776! - Elev Factor x Scale Factor = Combined Factor EB3776!SPC NC - 0.99999585 x 0.99991759 = 0.99991344 EB3776!UTM 17 - 0.99999585 x 0.99988070 = 0.99987655 EB3776 EB3776 SUPERSEDED SURVEY CONTROL EB3776 EB3776 NGVD 29 (04/22/91) 59.42 (m) 194.9 (f) LEVELING 3 EB3776 EB3776.Superseded values are not recommended for survey control. EB3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3776.See file dsdata.txt to determine how the superseded data were derived. EB3776 EB3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5091041712(NAD 83) EB3776_MARKER: DB = BENCH MARK DISK EB3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3776_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3776+STABILITY: SURFACE MOTION EB3776 EB3776 HISTORY - Date Condition Report By EB3776 HISTORY - 1977 MONUMENTED NCGS EB3776 EB3776 STATION DESCRIPTION EB3776 EB3776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3776'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES SOUTH OF MAXTON AND EB3776'4.4 MILES NORTH OF RAEMON. EB3776' EB3776'TO REACH STATION FROM INTERSECTION OF THE US 74 WITH NC 130 IN MAXTON, EB3776'PROCEED SOUTHERLY ALONG NC 130 FOR 2.15 MILES TO SITE ON WHICH MAXTON EB3776'LOOKOUT TOWER ONCE STOOD ON RIGHT AND STATION INSIDE THE FOOTINGS FOR EB3776'DEFUNCT TOWER, IN CONCRETE LANDING OF FORMER TOWER STEPS. EB3776' EB3776'STATION MARK IS A STANDARD DISK STAMPED---94 HLZ 1977---SET FLUSH IN EB3776'DRILL HOLE IN CONCRETE LANDING, WHICH IS 12 INCES ABOVE GROUND EB3776'SURFACE. THE MARK IS 79.0 FEET EAST OF CENTERLINE OF NC 130, 72.0 FEET EB3776'NORTHWEST OF A 10 INCH HICKORY WITH REFERENCE TAG AND 72.6 FEET NORTH EB3776'OF A 10 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3778 *********************************************************************** EB3778 DESIGNATION - ACME EB3778 PID - EB3778 EB3778 STATE/COUNTY- NC/ROBESON EB3778 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3778 EB3778 *CURRENT SURVEY CONTROL EB3778 ___________________________________________________________________ EB3778* NAD 83(1986)- 34 36 18.05822(N) 079 05 50.10431(W) ADJUSTED EB3778* NAVD 88 - 39.0 (meters) 128. (feet) VERTCON EB3778 ___________________________________________________________________ EB3778 LAPLACE CORR- -5.80 (seconds) DEFLEC99 EB3778 GEOID HEIGHT- -33.62 (meters) GEOID03 EB3778 EB3778 HORZ ORDER - SECOND EB3778 EB3778.The North Carolina HARNS have been completed but, EB3778.due to contractual restrictions, coordinates for these stations EB3778.will NOT be published in the near future. In the interim, the EB3778.published coordinates in North Carolina will not be EB3778.consistent with the Continuously Operating Reference Stations EB3778.(CORS). The HARN coordinates for these stations are available EB3778.upon request. Contact Gary Thompson(919-733-3836). EB3778. EB3778.In addition, the published North Carolina positions EB3778.(NAD 83 (1986)) are NOT consistent with those determined in EB3778.adjacent state readjustments. The discontinuity between stations EB3778.located in North Carolina and those in adjacent states EB3778.which have been adjusted to the HARN may be as much as 5 EB3778.decimeters. This will result in a significant loss of accuracy EB3778.over lines crossing such state borders. EB3778 EB3778 EB3778.The horizontal coordinates were established by classical geodetic methods EB3778.and adjusted by the National Geodetic Survey in April 1991. EB3778 EB3778.The NAVD 88 height was computed by applying the VERTCON shift value to EB3778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3778 EB3778.The Laplace correction was computed from DEFLEC99 derived deflections. EB3778 EB3778.The geoid height was determined by GEOID03. EB3778 EB3778; North East Units Scale Factor Converg. EB3778;SPC NC - 94,852.858 600,681.460 MT 0.99993584 -0 03 22.1 EB3778;SPC NC - 311,196.42 1,970,735.76 sFT 0.99993584 -0 03 22.1 EB3778;UTM 17 - 3,830,887.907 674,470.660 MT 0.99997520 +1 04 51.1 EB3778 EB3778! - Elev Factor x Scale Factor = Combined Factor EB3778!SPC NC - 0.99999916 x 0.99993584 = 0.99993500 EB3778!UTM 17 - 0.99999916 x 0.99997520 = 0.99997436 EB3778 EB3778 SUPERSEDED SURVEY CONTROL EB3778 EB3778 NGVD 29 (04/22/91) 39.3 (m) 129. (f) VERT ANG EB3778 EB3778.Superseded values are not recommended for survey control. EB3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3778.See file dsdata.txt to determine how the superseded data were derived. EB3778 EB3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7447130888(NAD 83) EB3778_MARKER: DE = TRAVERSE STATION DISK EB3778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3778_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3778_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3778+STABILITY: SURFACE MOTION EB3778 EB3778 HISTORY - Date Condition Report By EB3778 HISTORY - 1977 MONUMENTED NCGS EB3778 EB3778 STATION DESCRIPTION EB3778 EB3778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3778'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE NORTHEAST OF THE I 95, EB3778'US 74 AND US 301 INTERCHANGE AND 5.2 MILES WEST OF LUMBERTON. EB3778' EB3778'TO REACH STATION FROM THE INTERSECTION OF SR 2499 AND THE DIVIDED EB3778'ENTRANCE ROAD INTO THE LUMBERTON MUNICIPAL AIRPORT, PROCEED SOUTHWEST EB3778'ALONG SR 2499 FOR 2.2 MILES TO INTERSECTION WITH SR 2515 AND STATION EB3778'ON RIGHT IN SHOULDER BY FENCE FOR I 95 APPROXMATELY 500 FEET NORTHEAST EB3778'OF ACME ELECTRIC CORPORATION BUILDING. EB3778' EB3778'STATION MARK IS A STANDARD DISK STAMPED---ACME 1977---SET IN THE TOP EB3778'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. MARK EB3778'IS 19.3 FEET NORTH-NORTHWEST OF CENTERLINE OF SR 2499, 73.2 FEET EB3778'NORTHEAST OF CENTERLINE INTERSECTION OF ROADS, 3.5 FEET SOUTH- EB3778'SOUTHEAST OF 10 INCH BOUNDARY BRACE POST, 8.8 FEET EAST OF 10 INCH EB3778'BOUNDARY BRACE POST, 8.6 FEET SOUTHWEST OF 10 INCH BOUNDARD BRACE POST EB3778'ALL WITH REFERENCE TAGS AND 57.1 FEET NORTH OF NORTHEAST END CULVERT EB3778'UNDER SR 2515. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3779 *********************************************************************** EB3779 DESIGNATION - ALEC EB3779 PID - EB3779 EB3779 STATE/COUNTY- NC/ROBESON EB3779 USGS QUAD - JOHNS (1971) EB3779 EB3779 *CURRENT SURVEY CONTROL EB3779 ___________________________________________________________________ EB3779* NAD 83(1986)- 34 38 23.15492(N) 079 25 18.96767(W) ADJUSTED EB3779* NAVD 88 - 49.4 (meters) 162. (feet) VERTCON EB3779 ___________________________________________________________________ EB3779 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB3779 GEOID HEIGHT- -32.55 (meters) GEOID03 EB3779 EB3779 HORZ ORDER - SECOND EB3779 EB3779.The North Carolina HARNS have been completed but, EB3779.due to contractual restrictions, coordinates for these stations EB3779.will NOT be published in the near future. In the interim, the EB3779.published coordinates in North Carolina will not be EB3779.consistent with the Continuously Operating Reference Stations EB3779.(CORS). The HARN coordinates for these stations are available EB3779.upon request. Contact Gary Thompson(919-733-3836). EB3779. EB3779.In addition, the published North Carolina positions EB3779.(NAD 83 (1986)) are NOT consistent with those determined in EB3779.adjacent state readjustments. The discontinuity between stations EB3779.located in North Carolina and those in adjacent states EB3779.which have been adjusted to the HARN may be as much as 5 EB3779.decimeters. This will result in a significant loss of accuracy EB3779.over lines crossing such state borders. EB3779 EB3779 EB3779.The horizontal coordinates were established by classical geodetic methods EB3779.and adjusted by the National Geodetic Survey in April 1991. EB3779 EB3779.The NAVD 88 height was computed by applying the VERTCON shift value to EB3779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3779 EB3779.The Laplace correction was computed from DEFLEC99 derived deflections. EB3779 EB3779.The geoid height was determined by GEOID03. EB3779 EB3779; North East Units Scale Factor Converg. EB3779;SPC NC - 98,785.281 570,918.315 MT 0.99992923 -0 14 36.7 EB3779;SPC NC - 324,098.04 1,873,087.84 sFT 0.99992923 -0 14 36.7 EB3779;SPC SC - 312,337.864 754,272.371 MT 0.99993696 +0 52 29.6 EB3779;SPC SC - 1,024,730.52 2,474,646.89 iFT 0.99993696 +0 52 29.6 EB3779;UTM 17 - 3,834,227.931 644,635.765 MT 0.99985785 +0 53 49.7 EB3779 EB3779! - Elev Factor x Scale Factor = Combined Factor EB3779!SPC NC - 0.99999736 x 0.99992923 = 0.99992659 EB3779!SPC SC - 0.99999736 x 0.99993696 = 0.99993432 EB3779!UTM 17 - 0.99999736 x 0.99985785 = 0.99985521 EB3779 EB3779 SUPERSEDED SURVEY CONTROL EB3779 EB3779 NGVD 29 (04/22/91) 49.7 (m) 163. (f) VERT ANG EB3779 EB3779.Superseded values are not recommended for survey control. EB3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3779.See file dsdata.txt to determine how the superseded data were derived. EB3779 EB3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4463634228(NAD 83) EB3779_MARKER: DE = TRAVERSE STATION DISK EB3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3779_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3779_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3779+STABILITY: SURFACE MOTION EB3779 EB3779 HISTORY - Date Condition Report By EB3779 HISTORY - 1977 MONUMENTED NCGS EB3779 EB3779 STATION DESCRIPTION EB3779 EB3779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3779'THE STATION IS LOCATED APPROXIMATELY 7.8 MILES SOUTH-SOUTHWEST OF EB3779'MAXTON AND 9.0 MILES NORTHWEST OF PLAINVIEW. EB3779' EB3779'TO REACH STATION FRM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3779'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 2.3 MILES TO STATION IN EB3779'RIGHT SHOULDER AT A LARGE GUM TREE, WHERE A POWER LINE CROSSES THE EB3779'HIGHWAY, APPROXIMATELY 250 FEET WEST OF ALEC MCGILLS RESIDENCE AND EB3779'0.6 MILE SOUTHWEST OF SR 1104 CROSSROADS. EB3779' EB3779'STATION MARK IS A STANDARD DISK STAMPED---ALEC 1977---SET IN THE TOP EB3779'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB3779'THE MARK IS 23.1 FEET NORTHWEST OF CENTERLINE OF NC 83, 10.5 FEET EB3779'SOUTHEAST OF 36 INCH GUM WITH REFERENCE TAG, 121.8 FEET WEST OF WEST EB3779'CORNER OF A PACK BARN AND 45.4 FEET EAST OF A 10 INCH PINE WITH EB3779'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2487 *********************************************************************** EB2487 DESIGNATION - ALLENTON EB2487 PID - EB2487 EB2487 STATE/COUNTY- NC/ROBESON EB2487 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2487 EB2487 *CURRENT SURVEY CONTROL EB2487 ___________________________________________________________________ EB2487* NAD 83(1986)- 34 35 32.43721(N) 078 55 33.19279(W) ADJUSTED EB2487* NAVD 88 - 40.75 (+/-2cm) 133.7 (feet) VERTCON EB2487 ___________________________________________________________________ EB2487 LAPLACE CORR- -3.53 (seconds) DEFLEC99 EB2487 GEOID HEIGHT- -34.19 (meters) GEOID03 EB2487 EB2487 HORZ ORDER - FIRST EB2487 VERT ORDER - THIRD ? (See Below) EB2487 EB2487.The North Carolina HARNS have been completed but, EB2487.due to contractual restrictions, coordinates for these stations EB2487.will NOT be published in the near future. In the interim, the EB2487.published coordinates in North Carolina will not be EB2487.consistent with the Continuously Operating Reference Stations EB2487.(CORS). The HARN coordinates for these stations are available EB2487.upon request. Contact Gary Thompson(919-733-3836). EB2487. EB2487.In addition, the published North Carolina positions EB2487.(NAD 83 (1986)) are NOT consistent with those determined in EB2487.adjacent state readjustments. The discontinuity between stations EB2487.located in North Carolina and those in adjacent states EB2487.which have been adjusted to the HARN may be as much as 5 EB2487.decimeters. This will result in a significant loss of accuracy EB2487.over lines crossing such state borders. EB2487 EB2487 EB2487.The horizontal coordinates were established by classical geodetic methods EB2487.and adjusted by the National Geodetic Survey in July 1986. EB2487 EB2487.The NAVD 88 height was computed by applying the VERTCON shift value to EB2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2487.The vertical order pertains to the NGVD 29 superseded value. EB2487 EB2487.The Laplace correction was computed from DEFLEC99 derived deflections. EB2487 EB2487.The geoid height was determined by GEOID03. EB2487 EB2487; North East Units Scale Factor Converg. EB2487;SPC NC - 93,445.313 616,399.833 MT 0.99993834 +0 02 34.0 EB2487;SPC NC - 306,578.50 2,022,305.12 sFT 0.99993834 +0 02 34.0 EB2487;UTM 17 - 3,829,792.204 690,214.999 MT 1.00004598 +1 10 40.4 EB2487 EB2487! - Elev Factor x Scale Factor = Combined Factor EB2487!SPC NC - 0.99999897 x 0.99993834 = 0.99993731 EB2487!UTM 17 - 0.99999897 x 1.00004598 = 1.00004495 EB2487 EB2487: Primary Azimuth Mark Grid Az EB2487:SPC NC - ALLENTON RM 3 AZIMUTH 103 24 47.1 EB2487:UTM 17 - ALLENTON RM 3 AZIMUTH 102 16 40.7 EB2487 EB2487|---------------------------------------------------------------------| EB2487| PID Reference Object Distance Geod. Az | EB2487| dddmmss.s | EB2487| EB3132 ALLENTON RM 1 57.920 METERS 05636 | EB2487| EB2513 ALLENTON RM 3 AZIMUTH APPROX. 0.6 KM 1032721.1 | EB2487| EB3133 ALLENTON RM 2 42.807 METERS 10507 | EB2487| EB2477 BLADENBORO COTTON MILL TANK APPROX.12.2 KM 1151437.2 | EB2487| EB2476 BLADENBORO COTTON MILL STACK APPROX.12.5 KM 1152215.1 | EB2487| EB3134 ALLENTON RM 4 15.654 METERS 28528 | EB2487|---------------------------------------------------------------------| EB2487 EB2487 SUPERSEDED SURVEY CONTROL EB2487 EB2487 NAD 27 - 34 35 31.83650(N) 078 55 34.08230(W) AD( ) 1 EB2487 NGVD 29 (07/19/86) 41.06 (m) 134.7 (f) LEVELING 3 EB2487 EB2487.Superseded values are not recommended for survey control. EB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2487.See file dsdata.txt to determine how the superseded data were derived. EB2487 EB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9021529792(NAD 83) EB2487_MARKER: DS = TRIANGULATION STATION DISK EB2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2487 EB2487 HISTORY - Date Condition Report By EB2487 HISTORY - 1933 MONUMENTED CGS EB2487 HISTORY - 1965 GOOD NCGS EB2487 HISTORY - 1965 GOOD CGS EB2487 HISTORY - 1973 GOOD NCGS EB2487 HISTORY - 19950522 GOOD USPSQD EB2487 EB2487 STATION DESCRIPTION EB2487 EB2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2487'ABOUT ONE-FOURTH MILE SOUTHEAST OF ALLENTON, ON PROPERTY OF EB2487'ALLENTON CONSOLIDATED SCHOOL. TO REACH FROM LUMBERTON, FOLLOW EB2487'ROUTE 211 EAST 3.6 MILES BEYOND JUNCTION WITH ROUTE 74 DIRECT EB2487'TO STATION SITE. STATION IS 139.7 FEET WEST-SOUTHWEST OF EB2487'SOUTHWEST CORNER OF SCHOOL (LONG BRICK BUILDING), 45 FEET NORTH EB2487'OF CENTER LINE OF ROUTE 211, AND 46.3 FEET NORTHWEST OF CENTER EB2487'LINE OF WOODEN CULVERT ACROSS WESTERLY DRIVEWAY INTO SCHOOL EB2487'GROUNDS. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK EB2487'STATION MARKS IN CONCRETE. REFERENCE MARK EB2487'NO. 1 IS A STANDARD REFERENCE DISK IN TOP OF FIRST STEP OF EB2487'FRONT MAIN ENTRANCE TO SCHOOL BUILDING, ABOUT 4 INCHES FROM EB2487'WEST EDGE, AND 190.025 FEET FROM STATION NE 56 DEG 36 MIN E. EB2487'REFERENCE MARK NO. 2 IS STANDARD REFERENCE EB2487'DISK IN CONCRETE, IN LINE WITH MAIN ENTRANCE EB2487'TO SCHOOL, ABOUT 100 FEET SOUTH OF STEPS, ABOUT 35 FEET EB2487'NORTH OF CENTER LINE OF ROUTE 211, AND 140.47 FEET FROM STATION. EB2487'REFERENCE MARK NO. 3 IS EB2487'STANDARD REFERENCE DISK IN CENTER OF TOP OF CONCRETE CULVERT ON EB2487'SOUTH SIDE OF HIGHWAY, 17 FEET SOUTH OF CENTER LINE OF EB2487'HIGHWAY, 60 PACES EAST OF POINT WHERE DIRT ROAD BRANCHES OFF EB2487'TO NORTHEAST, AND APPROXIMATELY 0.4 MILE FROM STATION. EB2487 EB2487 STATION RECOVERY (1965) EB2487 EB2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF) EB2487'ALLENTON GOOD. EB2487' EB2487'RM 1 NO REF. MARK IN SCHOOL HOUSE STEPS. EB2487' EB2487'RM 2 NO REF. MARK IN SCHOOL HOUSE STEPS. EB2487' EB2487'RM 3 AZ. MARK NO REF. MARK IN SCHOOL HOUSE STEPS. EB2487 EB2487 STATION RECOVERY (1965) EB2487 EB2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS) EB2487'STATION MARK, RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION. RM 1 EB2487'IS DESTROYED. RM 4 WAS ESTABLISHED. EB2487' EB2487'STATION MARK IS A STANDARD DISK STAMPED ALLENTON 1933, EB2487'SET IN A SQUARE CONCRETE MONUMENT THAT IS 3 INCHES EB2487'BELOW GROUND, 45 FEET NORTH OF THE CENTER OF HIGHWAY 211 AND EB2487'40 FEET WEST OF PAVED DRIVEWAY TO ALLENTON SCHOOL. EB2487' EB2487'RM 2 AS DESCRIBED, PROJECTING 18 INCHES. EB2487' EB2487'RM 3 (AZIMUTH MARK) AS DESCRIBED, OPPOSITE A DITCH BETWEEN EB2487'TWO CULTIVATED FIELDS. EB2487' EB2487'RM 4 IS A STANDARD DISK STAMPED ALLENTON NO 4 EB2487'1933, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, EB2487'AT DITCH AND HEDGEROW ON THE WEST SIDE OF THE SCHOOLYARD. IT IS EB2487'52 FEET NORTH OF THE CENTER OF HIGHWAY 211, 28 FEET NORTH OF THE EB2487'WEST END OF THE DITCH PARALLEL TO THE HIGHWAY, AND 2 FEET EB2487'EAST OF A NORTH-SOUTH DITCH. EB2487' EB2487'TO REACH FROM THE JUNCTION OF 211 AND 74, EAST OF LUMBERTON, GO EB2487'EAST ON HIGHWAY 211 FOR 3.6 MILES TO THE ALLENTON SCHOOL AND THE EB2487'STATION ON THE LEFT. CONTINUE EAST ON 211 FOR 0.4 MILE TO THE EB2487'MARK ON THE RIGHT. EB2487 EB2487 STATION RECOVERY (1973) EB2487 EB2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2487'ALLENTON GOOD AS DESCRIBED. EB2487' EB2487'RM 2 HIT ARROW POINTS 90 DEG OFF (TOWARD SCHOOL). EB2487' EB2487'RM 3 GOOD AS DESCRIBED. EB2487' EB2487'RM 4 GOOD AS DESCRIBED. EB2487 EB2487 STATION RECOVERY (1995) EB2487 EB2487'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2513 *********************************************************************** EB2513 DESIGNATION - ALLENTON RM 3 AZIMUTH EB2513 PID - EB2513 EB2513 STATE/COUNTY- NC/ROBESON EB2513 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2513 EB2513 *CURRENT SURVEY CONTROL EB2513 ___________________________________________________________________ EB2513* NAD 83(1986)- 34 35 27.66401(N) 078 55 09.07300(W) ADJUSTED EB2513* NAVD 88 - 38.9 (meters) 128. (feet) VERTCON EB2513 ___________________________________________________________________ EB2513 LAPLACE CORR- -3.41 (seconds) DEFLEC99 EB2513 GEOID HEIGHT- -34.20 (meters) GEOID03 EB2513 EB2513 HORZ ORDER - SECOND EB2513 EB2513.The North Carolina HARNS have been completed but, EB2513.due to contractual restrictions, coordinates for these stations EB2513.will NOT be published in the near future. In the interim, the EB2513.published coordinates in North Carolina will not be EB2513.consistent with the Continuously Operating Reference Stations EB2513.(CORS). The HARN coordinates for these stations are available EB2513.upon request. Contact Gary Thompson(919-733-3836). EB2513. EB2513.In addition, the published North Carolina positions EB2513.(NAD 83 (1986)) are NOT consistent with those determined in EB2513.adjacent state readjustments. The discontinuity between stations EB2513.located in North Carolina and those in adjacent states EB2513.which have been adjusted to the HARN may be as much as 5 EB2513.decimeters. This will result in a significant loss of accuracy EB2513.over lines crossing such state borders. EB2513 EB2513 EB2513.The horizontal coordinates were established by classical geodetic methods EB2513.and adjusted by the National Geodetic Survey in July 1986. EB2513 EB2513.The NAVD 88 height was computed by applying the VERTCON shift value to EB2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2513 EB2513.The Laplace correction was computed from DEFLEC99 derived deflections. EB2513 EB2513.The geoid height was determined by GEOID03. EB2513 EB2513; North East Units Scale Factor Converg. EB2513;SPC NC - 93,298.717 617,014.558 MT 0.99993860 +0 02 47.9 EB2513;SPC NC - 306,097.54 2,024,321.93 sFT 0.99993860 +0 02 47.9 EB2513;UTM 17 - 3,829,657.799 690,832.574 MT 1.00004888 +1 10 54.0 EB2513 EB2513! - Elev Factor x Scale Factor = Combined Factor EB2513!SPC NC - 0.99999926 x 0.99993860 = 0.99993786 EB2513!UTM 17 - 0.99999926 x 1.00004888 = 1.00004814 EB2513 EB2513: Primary Azimuth Mark Grid Az EB2513:SPC NC - HAIRR 101 16 53.8 EB2513:UTM 17 - HAIRR 100 08 47.7 EB2513 EB2513|---------------------------------------------------------------------| EB2513| PID Reference Object Distance Geod. Az | EB2513| dddmmss.s | EB2513| EB2514 HAIRR APPROX. 2.9 KM 1011941.7 | EB2513| EB2487 ALLENTON APPROX. 0.6 KM 2832734.8 | EB2513|---------------------------------------------------------------------| EB2513 EB2513 SUPERSEDED SURVEY CONTROL EB2513 EB2513 NAD 27 - 34 35 27.06335(N) 078 55 09.96499(W) AD( ) 2 EB2513 NGVD 29 (07/19/86) 39.2 (m) 129. (f) VERT ANG EB2513 EB2513.Superseded values are not recommended for survey control. EB2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2513.See file dsdata.txt to determine how the superseded data were derived. EB2513 EB2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9083329658(NAD 83) EB2513_MARKER: DR = REFERENCE MARK DISK EB2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2513 EB2513 HISTORY - Date Condition Report By EB2513 HISTORY - 1933 MONUMENTED CGS EB2513 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2513 EB2513 STATION DESCRIPTION EB2513 EB2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JWC) EB2513'ALLENTON NO. 3 AZ. MARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION EB2513'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2513' EB2513'ALLENTON NO. 3 AZ. MARK IS LOCATED APPROXIMATELY 0.4 MILE EAST OF EB2513'ALLENTON COMMUNITY, AND 5.2 MILES ESE OF LUMBERTON. TO REACH EB2513'STATION FROM INTERSECTION OF NC 211 WITH SR 1002 AT ALLENTON EB2513'CROSSROADS. PROCEED EAST ALONG NC 211 FOR 0.45 MILES TO STATION EB2513'ON THE RIGHT. 0.95 MILES WEST OF SMYRNA BAPTIST CHURCH. IN THE EB2513'CENTER OF SOUTH CONCRETE HEADWALL OF CULVERT OF NORTH-SOUTH EB2513'DITCH. EB2513' EB2513'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK SET IN THE TOP EB2513'OF A CONCRETE CYLINDER, STAMPED ALLENTON NO. 3 1933 AZ. MARK, AND IS EB2513'8 INCHES BELOW THE SURFACE OF THE GROUND. EB2513' EB2513'MARK IS EB2513' EB2513'20.0 FEET SSW OF C/L OF NC 211. EB2513'2.1 FEET ESE OF WEST END OF HEADWALL. EB2513'56.8 FEET SSW OF PP NO. 10746 W/ALUMINUM REF. TAG. EB2513'11.4 FEET NW OF THE WEST END OF CULVET (EAST-WEST) UNDER FIELD EB2513'ENTRANCE (SOUTH). EB2513 EB2513 STATION RECOVERY (1995) EB2513 EB2513'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2513'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1651 *********************************************************************** EB1651 DESIGNATION - ANDY EB1651 PID - EB1651 EB1651 STATE/COUNTY- NC/ROBESON EB1651 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1651 EB1651 *CURRENT SURVEY CONTROL EB1651 ___________________________________________________________________ EB1651* NAD 83(1986)- 34 36 03.74696(N) 079 06 13.50541(W) ADJUSTED EB1651* NAVD 88 - 45.824 (meters) 150.34 (feet) ADJUSTED EB1651 ___________________________________________________________________ EB1651 LAPLACE CORR- -5.78 (seconds) DEFLEC99 EB1651 GEOID HEIGHT- -33.59 (meters) GEOID03 EB1651 DYNAMIC HT - 45.780 (meters) 150.20 (feet) COMP EB1651 MODELED GRAV- 979,671.8 (mgal) NAVD 88 EB1651 EB1651 HORZ ORDER - SECOND EB1651 VERT ORDER - SECOND CLASS I EB1651 EB1651.The North Carolina HARNS have been completed but, EB1651.due to contractual restrictions, coordinates for these stations EB1651.will NOT be published in the near future. In the interim, the EB1651.published coordinates in North Carolina will not be EB1651.consistent with the Continuously Operating Reference Stations EB1651.(CORS). The HARN coordinates for these stations are available EB1651.upon request. Contact Gary Thompson(919-733-3836). EB1651. EB1651.In addition, the published North Carolina positions EB1651.(NAD 83 (1986)) are NOT consistent with those determined in EB1651.adjacent state readjustments. The discontinuity between stations EB1651.located in North Carolina and those in adjacent states EB1651.which have been adjusted to the HARN may be as much as 5 EB1651.decimeters. This will result in a significant loss of accuracy EB1651.over lines crossing such state borders. EB1651 EB1651 EB1651.The horizontal coordinates were established by classical geodetic methods EB1651.and adjusted by the National Geodetic Survey in April 1991. EB1651 EB1651.The orthometric height was determined by differential leveling EB1651.and adjusted by the National Geodetic Survey in June 1991. EB1651 EB1651.The Laplace correction was computed from DEFLEC99 derived deflections. EB1651 EB1651.The geoid height was determined by GEOID03. EB1651 EB1651.The dynamic height is computed by dividing the NAVD 88 EB1651.geopotential number by the normal gravity value computed on the EB1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1651.degrees latitude (g = 980.6199 gals.). EB1651 EB1651.The modeled gravity was interpolated from observed gravity values. EB1651 EB1651; North East Units Scale Factor Converg. EB1651;SPC NC - 94,412.491 600,084.800 MT 0.99993662 -0 03 35.6 EB1651;SPC NC - 309,751.65 1,968,778.21 sFT 0.99993662 -0 03 35.6 EB1651;UTM 17 - 3,830,435.770 673,882.832 MT 0.99997268 +1 04 37.5 EB1651 EB1651! - Elev Factor x Scale Factor = Combined Factor EB1651!SPC NC - 0.99999808 x 0.99993662 = 0.99993470 EB1651!UTM 17 - 0.99999808 x 0.99997268 = 0.99997076 EB1651 EB1651 SUPERSEDED SURVEY CONTROL EB1651 EB1651 NGVD 29 (10/06/93) 46.102 (m) 151.25 (f) ADJUSTED 2 1 EB1651 EB1651.Superseded values are not recommended for survey control. EB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1651.See file dsdata.txt to determine how the superseded data were derived. EB1651 EB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7388330436(NAD 83) EB1651_MARKER: DE = TRAVERSE STATION DISK EB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1651_SP_SET: CONCRETE POST EB1651_STAMPING: ANDY 1977 EB1651_MARK LOGO: NCGS EB1651_PROJECTION: RECESSED 10 CENTIMETERS EB1651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1651+STABILITY: SURFACE MOTION EB1651 EB1651 HISTORY - Date Condition Report By EB1651 HISTORY - 1977 MONUMENTED NCGS EB1651 HISTORY - 1978 GOOD NCGS EB1651 HISTORY - 19951118 GOOD USPSQD EB1651 EB1651 STATION DESCRIPTION EB1651 EB1651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1651'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES WEST-SOUTHWEST OF EB1651'LUMBERTON AND 7.5 MILES SOUTHEAST OF PEMBROKE. EB1651' EB1651'THE STATION IS AT THE SOUTHWEST CORNER OF US 74 BRIDGE OVER I 95. EB1651' EB1651'STATION MARK IS A STANDARD DISK STAMPED---ANDY 1977---SET IN THE TOP EB1651'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE. MARK EB1651'IS 27.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, 15.7 EB1651'FEET WEST OF SOUTHWEST END OF BRIDGE RAIL, 4.2 FEET SOUTHWEST OF EB1651'FOURTH GUARD RAIL POST FROM BRIDGE AND 4.0 FEET SOUTH OF FIFTH POST EB1651'AND 6.7 FEET WEST-SOUTHWEST OF CENTER OF DRAIN. EB1651 EB1651 STATION RECOVERY (1978) EB1651 EB1651'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1651'5.6 MI WSW FROM LUMBERTON. EB1651'AT THE U.S. 74 OVERPASS OF I-95 WEST OF LUMBERTON NEAR THE SOUTHWEST EB1651'CORNER OF BRIDGE, 27.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EB1651'EASTBOUND LANES, 15.7 FEET WEST OF WEST END OF SOUTH BRIDGE RAIL, EB1651'4.0 FEET SOUTH OF FIFTH GUARD RAIL POST FROM BRIDGE AND 4.2 FEET EB1651'SOUTHWEST OF FOURTH GUARD RAIL POST AND 6.7 FEET WEST-SOUTHWEST EB1651'OF CENTER OF DRAIN. EB1651 EB1651 STATION RECOVERY (1995) EB1651 EB1651'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1651'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3781. EB3781.In addition, the published North 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 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;SPC NC - 375,938.69 1,940,812.40 sFT 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 = OCTOBER 5, 2005 EB3782 *********************************************************************** EB3782 DESIGNATION - ARK EB3782 PID - EB3782 EB3782 STATE/COUNTY- NC/ROBESON EB3782 USGS QUAD - MAXTON (1982) EB3782 EB3782 *CURRENT SURVEY CONTROL EB3782 ___________________________________________________________________ EB3782* NAD 83(1986)- 34 42 49.59422(N) 079 21 00.73371(W) ADJUSTED EB3782* NAVD 88 - 57.0 (meters) 187. (feet) VERTCON EB3782 ___________________________________________________________________ EB3782 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB3782 GEOID HEIGHT- -32.68 (meters) GEOID03 EB3782 EB3782 HORZ ORDER - SECOND EB3782 EB3782.The North Carolina HARNS have been completed but, EB3782.due to contractual restrictions, coordinates for these stations EB3782.will NOT be published in the near future. In the interim, the EB3782.published coordinates in North Carolina will not be EB3782.consistent with the Continuously Operating Reference Stations EB3782.(CORS). The HARN coordinates for these stations are available EB3782.upon request. Contact Gary Thompson(919-733-3836). EB3782. EB3782.In addition, the published North Carolina positions EB3782.(NAD 83 (1986)) are NOT consistent with those determined in EB3782.adjacent state readjustments. The discontinuity between stations EB3782.located in North Carolina and those in adjacent states EB3782.which have been adjusted to the HARN may be as much as 5 EB3782.decimeters. This will result in a significant loss of accuracy EB3782.over lines crossing such state borders. EB3782 EB3782 EB3782.The horizontal coordinates were established by classical geodetic methods EB3782.and adjusted by the National Geodetic Survey in April 1991. EB3782 EB3782.The NAVD 88 height was computed by applying the VERTCON shift value to EB3782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3782 EB3782.The Laplace correction was computed from DEFLEC99 derived deflections. EB3782 EB3782.The geoid height was determined by GEOID03. EB3782 EB3782; North East Units Scale Factor Converg. EB3782;SPC NC - 106,969.395 577,523.582 MT 0.99991637 -0 12 07.7 EB3782;SPC NC - 350,948.76 1,894,758.62 sFT 0.99991637 -0 12 07.7 EB3782;UTM 17 - 3,842,541.538 651,076.375 MT 0.99988132 +0 56 22.9 EB3782 EB3782! - Elev Factor x Scale Factor = Combined Factor EB3782!SPC NC - 0.99999618 x 0.99991637 = 0.99991255 EB3782!UTM 17 - 0.99999618 x 0.99988132 = 0.99987750 EB3782 EB3782 SUPERSEDED SURVEY CONTROL EB3782 EB3782 NGVD 29 (04/22/91) 57.3 (m) 188. (f) VERT ANG EB3782 EB3782.Superseded values are not recommended for survey control. EB3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3782.See file dsdata.txt to determine how the superseded data were derived. EB3782 EB3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5107642542(NAD 83) EB3782_MARKER: DE = TRAVERSE STATION DISK EB3782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3782_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3782_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3782+STABILITY: SURFACE MOTION EB3782 EB3782 HISTORY - Date Condition Report By EB3782 HISTORY - 1977 MONUMENTED NCGS EB3782 EB3782 STATION DESCRIPTION EB3782 EB3782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3782'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF MAXTON AND EB3782'5.2 MILES NORTH OF RAEMON. EB3782' EB3782'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 IN MAXTON, EB3782'PROCEED SOUTHWEST ALONG NC 130 FOR 1.6 MILES TO STATION ON LEFT BY THE EB3782'ARK ANTIQUE SIGN AND AT A FIELD ENTRANCE AT CORNER OF WOODS AND EB3782'APPROXIMATELY 250 FEET NORTH OF SR 1121 EAST. EB3782' EB3782'STATION MARK IS A STANDARD DISK STAMPED---ARK 1977---SET IN THE TOP EB3782'OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EB3782'THE MARK IS 57.8 FEET EAST OF CENTERLINE OF NC 130, 5.6 FEET EAST OF EB3782'TELEPHONE POLE WITH REFERENE TAG, 35.0 FEET SOUTH-SOUTHEAST OF A 12 EB3782'INCH PINE WITH REFERENCE TAG, 36.7 FEET SOUTHEAST OF A 16 INCH OAK EB3782'WITH REFERENCE TAG AND 13.0 FEET EAST OF LEG OF SIGN WITH REFERENCE EB3782'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2690 *********************************************************************** EB2690 DESIGNATION - ASHLEY EB2690 PID - EB2690 EB2690 STATE/COUNTY- NC/ROBESON EB2690 USGS QUAD - GADDYSVILLE (1962) EB2690 EB2690 *CURRENT SURVEY CONTROL EB2690 ___________________________________________________________________ EB2690* NAD 83(1986)- 34 29 35.37043(N) 079 08 38.41559(W) ADJUSTED EB2690* NAVD 88 - 41.68 (+/-2cm) 136.7 (feet) VERTCON EB2690 ___________________________________________________________________ EB2690 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EB2690 GEOID HEIGHT- -33.50 (meters) GEOID03 EB2690 EB2690 HORZ ORDER - SECOND EB2690 VERT ORDER - THIRD ? (See Below) EB2690 EB2690.The North Carolina HARNS have been completed but, EB2690.due to contractual restrictions, coordinates for these stations EB2690.will NOT be published in the near future. In the interim, the EB2690.published coordinates in North Carolina will not be EB2690.consistent with the Continuously Operating Reference Stations EB2690.(CORS). The HARN coordinates for these stations are available EB2690.upon request. Contact Gary Thompson(919-733-3836). EB2690. EB2690.In addition, the published North Carolina positions EB2690.(NAD 83 (1986)) are NOT consistent with those determined in EB2690.adjacent state readjustments. The discontinuity between stations EB2690.located in North Carolina and those in adjacent states EB2690.which have been adjusted to the HARN may be as much as 5 EB2690.decimeters. This will result in a significant loss of accuracy EB2690.over lines crossing such state borders. EB2690 EB2690 EB2690.The horizontal coordinates were established by classical geodetic methods EB2690.and adjusted by the National Geodetic Survey in July 1986. EB2690 EB2690.The NAVD 88 height was computed by applying the VERTCON shift value to EB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2690.The vertical order pertains to the NGVD 29 superseded value. EB2690 EB2690.The Laplace correction was computed from DEFLEC99 derived deflections. EB2690 EB2690.The geoid height was determined by GEOID03. EB2690 EB2690; North East Units Scale Factor Converg. EB2690;SPC NC - 82,450.095 596,375.324 MT 0.99995957 -0 04 59.2 EB2690;SPC NC - 270,505.02 1,956,608.04 sFT 0.99995957 -0 04 59.2 EB2690;SPC SC - 296,501.688 780,041.788 MT 0.99989687 +1 01 44.3 EB2690;SPC SC - 972,774.57 2,559,192.22 iFT 0.99989687 +1 01 44.3 EB2690;UTM 17 - 3,818,401.992 670,411.121 MT 0.99995795 +1 03 04.7 EB2690 EB2690! - Elev Factor x Scale Factor = Combined Factor EB2690!SPC NC - 0.99999872 x 0.99995957 = 0.99995829 EB2690!SPC SC - 0.99999872 x 0.99989687 = 0.99989559 EB2690!UTM 17 - 0.99999872 x 0.99995795 = 0.99995667 EB2690 EB2690: Primary Azimuth Mark Grid Az EB2690:SPC NC - GRIFF 239 22 44.5 EB2690:SPC SC - GRIFF 238 16 01.0 EB2690:UTM 17 - GRIFF 238 14 40.6 EB2690 EB2690|---------------------------------------------------------------------| EB2690| PID Reference Object Distance Geod. Az | EB2690| dddmmss.s | EB2690| EB2692 GRIFF APPROX. 0.5 KM 2391745.3 | EB2690|---------------------------------------------------------------------| EB2690 EB2690 SUPERSEDED SURVEY CONTROL EB2690 EB2690 NAD 27 - 34 29 34.78190(N) 079 08 39.28450(W) AD( ) 2 EB2690 NGVD 29 (07/19/86) 41.98 (m) 137.7 (f) LEVELING 3 EB2690 EB2690.Superseded values are not recommended for survey control. EB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2690.See file dsdata.txt to determine how the superseded data were derived. EB2690 EB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7041118402(NAD 83) EB2690_MARKER: DE = TRAVERSE STATION DISK EB2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2690_STAMPING: ASHLEY 1966 EB2690_MARK LOGO: NCGS EB2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2690+STABILITY: SURFACE MOTION EB2690 EB2690 HISTORY - Date Condition Report By EB2690 HISTORY - 1966 MONUMENTED NCGS EB2690 EB2690 STATION DESCRIPTION EB2690 EB2690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2690'ASHLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2690'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2690' EB2690'ASHLEY IS 1.8 MILES SOUTHWEST OF INTERSECTION OF NC 130 AND EB2690'NC 41 IN FAIRMONT AND 1 MILE NORTHEAST OF INTERSECTION OF EB2690'NC 130 BYPASS AND NC 130. TO REACH STATION PROCEED FROM EB2690'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT WEST ALONG NC 130 EB2690'FOR 2.1 MILES TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM A EB2690'BRICK HOUSE. EB2690' EB2690'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2690'ASHLEY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2690'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2690' EB2690'MARK IS EB2690' EB2690'51.6 FT NNW OF PP 122 WITH ALUMINUM REF. TAG EB2690' EB2690'51.6 FT NNW OF UNDERGROUND CABLE MARKER 13 EB2690' EB2690'109.9 FT W OF INTERSECTION OF NC 130 AND PAVED DRIVEWAY TO BRICK EB2690'HOUSE EB2690' EB2690'15.9 FT NNW OF C/L OF NC 130 EB2690' EB2690'5.8 FT NNW OF EDGE OF PAVEMENT EB2690' EB2690'77.3 FT E OF TP WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3783 *********************************************************************** EB3783 DESIGNATION - ASHPOLE EB3783 PID - EB3783 EB3783 STATE/COUNTY- NC/ROBESON EB3783 USGS QUAD - ROWLAND (1982) EB3783 EB3783 *CURRENT SURVEY CONTROL EB3783 ___________________________________________________________________ EB3783* NAD 83(1986)- 34 32 57.19143(N) 079 18 23.45566(W) ADJUSTED EB3783* NAVD 88 - 42.9 (meters) 141. (feet) VERTCON EB3783 ___________________________________________________________________ EB3783 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EB3783 GEOID HEIGHT- -32.98 (meters) GEOID03 EB3783 EB3783 HORZ ORDER - SECOND EB3783 EB3783.The North Carolina HARNS have been completed but, EB3783.due to contractual restrictions, coordinates for these stations EB3783.will NOT be published in the near future. In the interim, the EB3783.published coordinates in North Carolina will not be EB3783.consistent with the Continuously Operating Reference Stations EB3783.(CORS). The HARN coordinates for these stations are available EB3783.upon request. Contact Gary Thompson(919-733-3836). EB3783. EB3783.In addition, the published North Carolina positions EB3783.(NAD 83 (1986)) are NOT consistent with those determined in EB3783.adjacent state readjustments. The discontinuity between stations EB3783.located in North Carolina and those in adjacent states EB3783.which have been adjusted to the HARN may be as much as 5 EB3783.decimeters. This will result in a significant loss of accuracy EB3783.over lines crossing such state borders. EB3783 EB3783 EB3783.The horizontal coordinates were established by classical geodetic methods EB3783.and adjusted by the National Geodetic Survey in April 1991. EB3783 EB3783.The NAVD 88 height was computed by applying the VERTCON shift value to EB3783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3783 EB3783.The Laplace correction was computed from DEFLEC99 derived deflections. EB3783 EB3783.The geoid height was determined by GEOID03. EB3783 EB3783; North East Units Scale Factor Converg. EB3783;SPC NC - 88,702.637 581,468.931 MT 0.99994721 -0 10 36.9 EB3783;SPC NC - 291,018.57 1,907,702.65 sFT 0.99994721 -0 10 36.9 EB3783;SPC SC - 302,462.967 765,017.399 MT 0.99991142 +0 56 19.9 EB3783;SPC SC - 992,332.57 2,509,899.60 iFT 0.99991142 +0 56 19.9 EB3783;UTM 17 - 3,824,357.624 655,384.088 MT 0.99989760 +0 57 38.1 EB3783 EB3783! - Elev Factor x Scale Factor = Combined Factor EB3783!SPC NC - 0.99999844 x 0.99994721 = 0.99994565 EB3783!SPC SC - 0.99999844 x 0.99991142 = 0.99990986 EB3783!UTM 17 - 0.99999844 x 0.99989760 = 0.99989604 EB3783 EB3783 SUPERSEDED SURVEY CONTROL EB3783 EB3783 NGVD 29 (04/22/91) 43.2 (m) 142. (f) VERT ANG EB3783 EB3783.Superseded values are not recommended for survey control. EB3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3783.See file dsdata.txt to determine how the superseded data were derived. EB3783 EB3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5538424358(NAD 83) EB3783_MARKER: DE = TRAVERSE STATION DISK EB3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3783_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3783_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3783+STABILITY: SURFACE MOTION EB3783 EB3783 HISTORY - Date Condition Report By EB3783 HISTORY - 1977 MONUMENTED NCGS EB3783 EB3783 STATION DESCRIPTION EB3783 EB3783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3783'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF ROWLAND AT EB3783'THE INTERSECTION OF US 501, NC 130, NC 710 AND SR 1138 IN COMMUNITY OF EB3783'PLAIN VIEW, AT THE NORTHWEST CORNER OF A GRASS TRAFFIC ISLAND IN EB3783'SOUTHEAST SECTOR OF JUNCTION. EB3783' EB3783'STATION MARK IS A STANDARD DISK STAMPED---ASHPOLE 1977---SET IN THE EB3783'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3783'SURFACE. THE MARK IS 21.3 FEET NORTHEAST OF CENTERLINE OF US 501, EB3783'30.6 FEET SOUTH OF CENTERLINE OF NC 710, 34.1 FEET SUTHWEST OF THE EB3783'CENTER OF A METAL DRAIN, 64.7 FEET SOUTH OF A METAL ASHPOLE CHURCH EB3783'SIGN POST AND 3.3 FEET SOUTH-SOUTHWEST OF A ROAD SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2533 *********************************************************************** EB2533 DESIGNATION - ATLANTIC EB2533 PID - EB2533 EB2533 STATE/COUNTY- NC/ROBESON EB2533 USGS QUAD - SAINT PAULS (1986) EB2533 EB2533 *CURRENT SURVEY CONTROL EB2533 ___________________________________________________________________ EB2533* NAD 83(1986)- 34 49 59.65918(N) 078 58 42.61763(W) ADJUSTED EB2533* NAVD 88 - 57.58 (+/-2cm) 188.9 (feet) VERTCON EB2533 ___________________________________________________________________ EB2533 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB2533 GEOID HEIGHT- -33.61 (meters) GEOID03 EB2533 EB2533 HORZ ORDER - SECOND EB2533 VERT ORDER - THIRD ? (See Below) EB2533 EB2533.The North Carolina HARNS have been completed but, EB2533.due to contractual restrictions, coordinates for these stations EB2533.will NOT be published in the near future. In the interim, the EB2533.published coordinates in North Carolina will not be EB2533.consistent with the Continuously Operating Reference Stations EB2533.(CORS). The HARN coordinates for these stations are available EB2533.upon request. Contact Gary Thompson(919-733-3836). EB2533. EB2533.In addition, the published North Carolina positions EB2533.(NAD 83 (1986)) are NOT consistent with those determined in EB2533.adjacent state readjustments. The discontinuity between stations EB2533.located in North Carolina and those in adjacent states EB2533.which have been adjusted to the HARN may be as much as 5 EB2533.decimeters. This will result in a significant loss of accuracy EB2533.over lines crossing such state borders. EB2533 EB2533 EB2533.The horizontal coordinates were established by classical geodetic methods EB2533.and adjusted by the National Geodetic Survey in July 1986. EB2533 EB2533.The NAVD 88 height was computed by applying the VERTCON shift value to EB2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2533.The vertical order pertains to the NGVD 29 superseded value. EB2533 EB2533.The Laplace correction was computed from DEFLEC99 derived deflections. EB2533 EB2533.The geoid height was determined by GEOID03. EB2533 EB2533; North East Units Scale Factor Converg. EB2533;SPC NC - 120,164.541 611,567.243 MT 0.99989910 +0 00 44.7 EB2533;SPC NC - 394,239.83 2,006,450.20 sFT 0.99989910 +0 00 44.7 EB2533;UTM 17 - 3,856,413.197 684,851.670 MT 1.00002116 +1 09 17.9 EB2533 EB2533! - Elev Factor x Scale Factor = Combined Factor EB2533!SPC NC - 0.99999624 x 0.99989910 = 0.99989534 EB2533!UTM 17 - 0.99999624 x 1.00002116 = 1.00001740 EB2533 EB2533: Primary Azimuth Mark Grid Az EB2533:SPC NC - HOLLINGSWORTH 350 34 04.4 EB2533:UTM 17 - HOLLINGSWORTH 349 25 31.2 EB2533 EB2533|---------------------------------------------------------------------| EB2533| PID Reference Object Distance Geod. Az | EB2533| dddmmss.s | EB2533| EB2534 HOLLINGSWORTH APPROX. 0.8 KM 3503449.1 | EB2533|---------------------------------------------------------------------| EB2533 EB2533 SUPERSEDED SURVEY CONTROL EB2533 EB2533 NAD 27 - 34 49 59.07238(N) 078 58 43.51089(W) AD( ) 2 EB2533 NGVD 29 (07/19/86) 57.86 (m) 189.8 (f) LEVELING 3 EB2533 EB2533.Superseded values are not recommended for survey control. EB2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2533.See file dsdata.txt to determine how the superseded data were derived. EB2533 EB2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8485256413(NAD 83) EB2533_MARKER: DE = TRAVERSE STATION DISK EB2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2533_STAMPING: ATLANTIC 1969 EB2533_MARK LOGO: NCGS EB2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2533+STABILITY: SURFACE MOTION EB2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2533+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002 EB2533 EB2533 HISTORY - Date Condition Report By EB2533 HISTORY - 1969 MONUMENTED NCGS EB2533 HISTORY - 19950522 GOOD USPSQD EB2533 HISTORY - 20020616 GOOD USPSQD EB2533 EB2533 STATION DESCRIPTION EB2533 EB2533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2533'ATLANTIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2533'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2533' EB2533'ATLANTIC IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF ST. PAULS. EB2533'STATION IS NEAR THE SOUTHEAST CORNER OF BRIDGE ON US 301 OVER I-95, EB2533'1.6 MILES NORTH OF INTERSECTION OF I-95 AND NC 20, AND 1.1 MILES EB2533'SOUTH OF BRIDGE ON SR 1726 OVER I-95. EB2533' EB2533'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2533'ATLANTIC 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2533'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2533' EB2533'MARK IS EB2533' EB2533'17.3 FEET SW OF C/L OF US 301. EB2533'1.3 FEET SW OF GUARD RAIL. EB2533'165.5 FEET NE OF PP NO. 176 WITH ALUMINUM REF. TAG. EB2533'2.5 FEET SSW OF SW CORNER OF BRIDGE ABUTMENT. EB2533'10.8 FEET NNW OF SECOND STEEL POST. EB2533'6.3 FEET NNE OF DRAIN PIPE. EB2533 EB2533 STATION RECOVERY (1995) EB2533 EB2533'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2533'RECOVERED IN GOOD CONDITION. EB2533 EB2533 STATION RECOVERY (2002) EB2533 EB2533'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2533'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3784. EB3784.In addition, the published North 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 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;SPC NC - 365,193.35 1,935,746.39 sFT 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 = OCTOBER 5, 2005 EB3785 *********************************************************************** EB3785 DESIGNATION - BARNES EB3785 PID - EB3785 EB3785 STATE/COUNTY- NC/ROBESON EB3785 USGS QUAD - FAIRMONT (1962) EB3785 EB3785 *CURRENT SURVEY CONTROL EB3785 ___________________________________________________________________ EB3785* NAD 83(1986)- 34 22 44.28654(N) 079 06 51.71262(W) ADJUSTED EB3785* NAVD 88 - 30.4 (meters) 100. (feet) VERTCON EB3785 ___________________________________________________________________ EB3785 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EB3785 GEOID HEIGHT- -33.58 (meters) GEOID03 EB3785 EB3785 HORZ ORDER - SECOND EB3785 EB3785.The North Carolina HARNS have been completed but, EB3785.due to contractual restrictions, coordinates for these stations EB3785.will NOT be published in the near future. In the interim, the EB3785.published coordinates in North Carolina will not be EB3785.consistent with the Continuously Operating Reference Stations EB3785.(CORS). The HARN coordinates for these stations are available EB3785.upon request. Contact Gary Thompson(919-733-3836). EB3785. EB3785.In addition, the published North Carolina positions EB3785.(NAD 83 (1986)) are NOT consistent with those determined in EB3785.adjacent state readjustments. The discontinuity between stations EB3785.located in North Carolina and those in adjacent states EB3785.which have been adjusted to the HARN may be as much as 5 EB3785.decimeters. This will result in a significant loss of accuracy EB3785.over lines crossing such state borders. EB3785 EB3785 EB3785.The horizontal coordinates were established by classical geodetic methods EB3785.and adjusted by the National Geodetic Survey in April 1991. EB3785 EB3785.The NAVD 88 height was computed by applying the VERTCON shift value to EB3785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3785 EB3785.The Laplace correction was computed from DEFLEC99 derived deflections. EB3785 EB3785.The geoid height was determined by GEOID03. EB3785 EB3785; North East Units Scale Factor Converg. EB3785;SPC NC - 69,779.774 599,082.952 MT 0.99998767 -0 03 57.6 EB3785;SPC NC - 228,935.81 1,965,491.32 sFT 0.99998767 -0 03 57.6 EB3785;UTM 17 - 3,805,787.787 673,368.668 MT 0.99997050 +1 03 54.1 EB3785 EB3785! - Elev Factor x Scale Factor = Combined Factor EB3785!SPC NC - 1.00000050 x 0.99998767 = 0.99998817 EB3785!UTM 17 - 1.00000050 x 0.99997050 = 0.99997100 EB3785 EB3785 SUPERSEDED SURVEY CONTROL EB3785 EB3785 NGVD 29 (04/22/91) 30.7 (m) 101. (f) VERT ANG EB3785 EB3785.Superseded values are not recommended for survey control. EB3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3785.See file dsdata.txt to determine how the superseded data were derived. EB3785 EB3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7336905788(NAD 83) EB3785_MARKER: DE = TRAVERSE STATION DISK EB3785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3785_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3785_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3785+STABILITY: SURFACE MOTION EB3785 EB3785 HISTORY - Date Condition Report By EB3785 HISTORY - 1977 MONUMENTED NCGS EB3785 EB3785 STATION DESCRIPTION EB3785 EB3785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3785'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES SOUTH OF FAIRMONT AND EB3785'0.8 MILES NORTH-NORTHEAST OF MARIETTA. EB3785' EB3785'TO REACH STATION FROM SOUTHERNMOST JUNCTION OF NC 41 WITH NC 904 SOUTH EB3785'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 1.55 MILE TO SR 2258 AND EB3785'STATION IN RIGHT SHOULDER ON WEST SIDE OF CROSSROAD. EB3785' EB3785'STATION MARK IS A STANDARD DISK STAMPED---BARNES 1977---SET IN THE EB3785'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3785'SURFACE. THE MARK IS 20.5 FEET SOUTHWEST OF CENTERLINE OF NC 904, 64.0 EB3785'FEET NORTHWEST OF CENTERLINE OF SR 2258, 46.4 FEET WEST OF UNDERGROUND EB3785'CABLE POST WITH REFERENCE TAG, 78.4 FEET SOUTH-SOUTHWEST OF A 40 INCH EB3785'OAK WITH REFERENCE TAG AND 61.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF EB3785'SHELTER OF OLD PACK BARN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3786 *********************************************************************** EB3786 DESIGNATION - BASS EB3786 PID - EB3786 EB3786 STATE/COUNTY- NC/ROBESON EB3786 USGS QUAD - GADDYSVILLE (1962) EB3786 EB3786 *CURRENT SURVEY CONTROL EB3786 ___________________________________________________________________ EB3786* NAD 83(1986)- 34 23 56.20806(N) 079 07 33.28723(W) ADJUSTED EB3786* NAVD 88 - 28.9 (meters) 95. (feet) VERTCON EB3786 ___________________________________________________________________ EB3786 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB3786 GEOID HEIGHT- -33.54 (meters) GEOID03 EB3786 EB3786 HORZ ORDER - SECOND EB3786 EB3786.The North Carolina HARNS have been completed but, EB3786.due to contractual restrictions, coordinates for these stations EB3786.will NOT be published in the near future. In the interim, the EB3786.published coordinates in North Carolina will not be EB3786.consistent with the Continuously Operating Reference Stations EB3786.(CORS). The HARN coordinates for these stations are available EB3786.upon request. Contact Gary Thompson(919-733-3836). EB3786. EB3786.In addition, the published North Carolina positions EB3786.(NAD 83 (1986)) are NOT consistent with those determined in EB3786.adjacent state readjustments. The discontinuity between stations EB3786.located in North Carolina and those in adjacent states EB3786.which have been adjusted to the HARN may be as much as 5 EB3786.decimeters. This will result in a significant loss of accuracy EB3786.over lines crossing such state borders. EB3786 EB3786 EB3786.The horizontal coordinates were established by classical geodetic methods EB3786.and adjusted by the National Geodetic Survey in April 1991. EB3786 EB3786.The NAVD 88 height was computed by applying the VERTCON shift value to EB3786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3786 EB3786.The Laplace correction was computed from DEFLEC99 derived deflections. EB3786 EB3786.The geoid height was determined by GEOID03. EB3786 EB3786; North East Units Scale Factor Converg. EB3786;SPC NC - 71,997.194 598,023.632 MT 0.99998247 -0 04 21.6 EB3786;SPC NC - 236,210.79 1,962,015.87 sFT 0.99998247 -0 04 21.6 EB3786;UTM 17 - 3,807,983.822 672,265.791 MT 0.99996580 +1 03 32.5 EB3786 EB3786! - Elev Factor x Scale Factor = Combined Factor EB3786!SPC NC - 1.00000072 x 0.99998247 = 0.99998319 EB3786!UTM 17 - 1.00000072 x 0.99996580 = 0.99996652 EB3786 EB3786 SUPERSEDED SURVEY CONTROL EB3786 EB3786 NGVD 29 (04/22/91) 29.2 (m) 96. (f) VERT ANG EB3786 EB3786.Superseded values are not recommended for survey control. EB3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3786.See file dsdata.txt to determine how the superseded data were derived. EB3786 EB3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7226607984(NAD 83) EB3786_MARKER: DE = TRAVERSE STATION DISK EB3786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3786_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3786_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3786+STABILITY: SURFACE MOTION EB3786 EB3786 HISTORY - Date Condition Report By EB3786 HISTORY - 1977 MONUMENTED NCGS EB3786 EB3786 STATION DESCRIPTION EB3786 EB3786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3786'THE STATION IS LOCATED APPROXIMATELY 6.7 MILES SOUTH OF FAIRMONT AND EB3786'2.0 MILES NORTH OF MARIETTA. EB3786' EB3786'THE STATION IS AT THE SOUTHMOST JUNCTION OF NC 41 AND NC 904 SOUTH OF EB3786'FAIRMONT AND IN THE SOUTH QUADRANT. EB3786' EB3786'STATION MARK IS A STANDARD DISK STAMPED---BASS 1977---SET IN THE TOP EB3786'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3786'THE MARK IS 81.2 FEET SOUTHEAST OF CENTERLINE OF NC 41, 48.2 FEET EB3786'SOUTHWEST OF CENTERLINE OF NC 904, 40.0 FEET NORTHEAST OF A 6 INCH EB3786'POST WITH REFERENCE TAG, 70.2 FEET NORTHWEST OF A METAL NC 904 SIGN EB3786'POST, 57.6 FEET SOUTHWEST OF KEEP RIGHT SIGN POST WITH REFERENCE TAG EB3786'AND 101.2 FEET SOUTH OF A METAL STOP SIGN IN TRAFFIC ISLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2578 *********************************************************************** EB2578 DESIGNATION - BEAU EB2578 PID - EB2578 EB2578 STATE/COUNTY- NC/ROBESON EB2578 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2578 EB2578 *CURRENT SURVEY CONTROL EB2578 ___________________________________________________________________ EB2578* NAD 83(1986)- 34 38 40.32303(N) 079 05 17.79566(W) ADJUSTED EB2578* NAVD 88 - 45.3 (meters) 149. (feet) VERTCON EB2578 ___________________________________________________________________ EB2578 LAPLACE CORR- -5.89 (seconds) DEFLEC99 EB2578 GEOID HEIGHT- -33.60 (meters) GEOID03 EB2578 EB2578 HORZ ORDER - SECOND EB2578 EB2578.The North Carolina HARNS have been completed but, EB2578.due to contractual restrictions, coordinates for these stations EB2578.will NOT be published in the near future. In the interim, the EB2578.published coordinates in North Carolina will not be EB2578.consistent with the Continuously Operating Reference Stations EB2578.(CORS). The HARN coordinates for these stations are available EB2578.upon request. Contact Gary Thompson(919-733-3836). EB2578. EB2578.In addition, the published North Carolina positions EB2578.(NAD 83 (1986)) are NOT consistent with those determined in EB2578.adjacent state readjustments. The discontinuity between stations EB2578.located in North Carolina and those in adjacent states EB2578.which have been adjusted to the HARN may be as much as 5 EB2578.decimeters. This will result in a significant loss of accuracy EB2578.over lines crossing such state borders. EB2578 EB2578 EB2578.The horizontal coordinates were established by classical geodetic methods EB2578.and adjusted by the National Geodetic Survey in July 1986. EB2578 EB2578.The NAVD 88 height was computed by applying the VERTCON shift value to EB2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2578 EB2578.The Laplace correction was computed from DEFLEC99 derived deflections. EB2578 EB2578.The geoid height was determined by GEOID03. EB2578 EB2578; North East Units Scale Factor Converg. EB2578;SPC NC - 99,235.668 601,508.500 MT 0.99992835 -0 03 03.4 EB2578;SPC NC - 325,575.69 1,973,449.14 sFT 0.99992835 -0 03 03.4 EB2578;UTM 17 - 3,835,286.469 675,210.562 MT 0.99997839 +1 05 13.4 EB2578 EB2578! - Elev Factor x Scale Factor = Combined Factor EB2578!SPC NC - 0.99999816 x 0.99992835 = 0.99992651 EB2578!UTM 17 - 0.99999816 x 0.99997839 = 0.99997655 EB2578 EB2578: Primary Azimuth Mark Grid Az EB2578:SPC NC - BUNTING 113 10 03.3 EB2578:UTM 17 - BUNTING 112 01 46.5 EB2578 EB2578|---------------------------------------------------------------------| EB2578| PID Reference Object Distance Geod. Az | EB2578| dddmmss.s | EB2578| EB2579 BUNTING APPROX. 1.6 KM 1130659.9 | EB2578|---------------------------------------------------------------------| EB2578 EB2578 SUPERSEDED SURVEY CONTROL EB2578 EB2578 NAD 27 - 34 38 39.73495(N) 079 05 18.66810(W) AD( ) 2 EB2578 NGVD 29 (07/19/86) 45.6 (m) 150. (f) VERT ANG EB2578 EB2578.Superseded values are not recommended for survey control. EB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2578.See file dsdata.txt to determine how the superseded data were derived. EB2578 EB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7521135286(NAD 83) EB2578_MARKER: DE = TRAVERSE STATION DISK EB2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2578_STAMPING: BEAU 1965 EB2578_MARK LOGO: NCGS EB2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2578+STABILITY: SURFACE MOTION EB2578 EB2578 HISTORY - Date Condition Report By EB2578 HISTORY - 1965 MONUMENTED NCGS EB2578 EB2578 STATION DESCRIPTION EB2578 EB2578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2578'BEAU IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2578'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2578' EB2578'BEAU IS 4.8 MILES WNW OF LUMBERTON. LOCATED ON THE RIGHT EB2578'OF WAY OF THE SEABOARD AIRLINE RR. IN THE SE QUADRANT OF THE EB2578'CROSSING OF SR 1549 AND THE RAILROAD. TO REACH THE STATION EB2578'FROM THE CROSSROADS OF NC 72 AND SR 1527 AND SR 1549, GO SOUTH EB2578'0.6 MILES TO THE CROSSING AND STATION. TO REACH THE STATION EB2578'FROM THE CROSSROADS OF NC 711 AND SR 1549, GO NORTH 0.9 MILES EB2578'ON SR 1549 TO CROSSING AND STATION. EB2578' EB2578'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2578'BEAU 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2578'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2578' EB2578'MARK IS EB2578' EB2578'25.5 FT E OF C/L OF SR 1549 EB2578' EB2578'5.6 FT SW OF SOUTH RAIL EB2578' EB2578'57.6 FT SW OF TP 34 WITH ALUMINUM REF. TAG EB2578' EB2578'16.0 FT NE OF SOUTH RR CROSSING SIGNAL ON SW SIDE OF TRACK EB2578'WITH ALUMINUM REF. TAG EB2578' EB2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3787 *********************************************************************** EB3787 DESIGNATION - BEDROLL EB3787 PID - EB3787 EB3787 STATE/COUNTY- NC/ROBESON EB3787 USGS QUAD - ROWLAND (1982) EB3787 EB3787 *CURRENT SURVEY CONTROL EB3787 ___________________________________________________________________ EB3787* NAD 83(1986)- 34 30 52.07508(N) 079 17 27.46735(W) ADJUSTED EB3787* NAVD 88 - 42.7 (meters) 140. (feet) VERTCON EB3787 ___________________________________________________________________ EB3787 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EB3787 GEOID HEIGHT- -33.06 (meters) GEOID03 EB3787 EB3787 HORZ ORDER - SECOND EB3787 EB3787.The North Carolina HARNS have been completed but, EB3787.due to contractual restrictions, coordinates for these stations EB3787.will NOT be published in the near future. In the interim, the EB3787.published coordinates in North Carolina will not be EB3787.consistent with the Continuously Operating Reference Stations EB3787.(CORS). The HARN coordinates for these stations are available EB3787.upon request. Contact Gary Thompson(919-733-3836). EB3787. EB3787.In addition, the published North Carolina positions EB3787.(NAD 83 (1986)) are NOT consistent with those determined in EB3787.adjacent state readjustments. The discontinuity between stations EB3787.located in North Carolina and those in adjacent states EB3787.which have been adjusted to the HARN may be as much as 5 EB3787.decimeters. This will result in a significant loss of accuracy EB3787.over lines crossing such state borders. EB3787 EB3787 EB3787.The horizontal coordinates were established by classical geodetic methods EB3787.and adjusted by the National Geodetic Survey in April 1991. EB3787 EB3787.The NAVD 88 height was computed by applying the VERTCON shift value to EB3787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3787 EB3787.The Laplace correction was computed from DEFLEC99 derived deflections. EB3787 EB3787.The geoid height was determined by GEOID03. EB3787 EB3787; North East Units Scale Factor Converg. EB3787;SPC NC - 84,843.155 582,885.033 MT 0.99995476 -0 10 04.6 EB3787;SPC NC - 278,356.25 1,912,348.65 sFT 0.99995476 -0 10 04.6 EB3787;SPC SC - 298,631.957 766,508.310 MT 0.99990228 +0 56 51.0 EB3787;SPC SC - 979,763.64 2,514,791.04 iFT 0.99990228 +0 56 51.0 EB3787;UTM 17 - 3,820,527.195 656,876.420 MT 0.99990335 +0 58 06.8 EB3787 EB3787! - Elev Factor x Scale Factor = Combined Factor EB3787!SPC NC - 0.99999849 x 0.99995476 = 0.99995325 EB3787!SPC SC - 0.99999849 x 0.99990228 = 0.99990077 EB3787!UTM 17 - 0.99999849 x 0.99990335 = 0.99990184 EB3787 EB3787 SUPERSEDED SURVEY CONTROL EB3787 EB3787 NGVD 29 (04/22/91) 43.0 (m) 141. (f) VERT ANG EB3787 EB3787.Superseded values are not recommended for survey control. EB3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3787.See file dsdata.txt to determine how the superseded data were derived. EB3787 EB3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5687620527(NAD 83) EB3787_MARKER: DE = TRAVERSE STATION DISK EB3787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3787_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3787+STABILITY: SURFACE MOTION EB3787 EB3787 HISTORY - Date Condition Report By EB3787 HISTORY - 1980 MONUMENTED NCGS EB3787 EB3787 STATION DESCRIPTION EB3787 EB3787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) EB3787'STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF ROWLAND. EB3787' EB3787'TO REACH STATION FROM THE I-95 BRIDGE OVER US 301-US 501 AT THE EB3787'NC-SC LINE, PROCEED NORTHEAST ALONG I-95 FOR 1.25 MILES TO STATION ON EB3787'THE LEFT ACROSS HIGHWAY FROM AN--EXIT 2 MILE--SIGN AND 1.0 MILE EB3787'SOUTHWEST OF THE NC 130 BRIDGE OVER I-95. EB3787' EB3787'STATION MARK IS A STANDARD DISK STAMPED---BEDROLL 1980---SET IN TOP EB3787'OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. MARK IS EB3787'25.6 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANE, 34.5 FEET EB3787'SOUTHWEST OF SOUTHWEST END OF GUARD RAIL, 4.0 FEET SOUTHWEST OF THE EB3787'PROLONGATION OF THE POSTS OF -EXIT 2-SIGN, 71.8 FEET EAST-SOUTHEAST EB3787'OF NORTHWEST END OF CULVERT UNDER I-95 AND 90.7 FEET NORTH OF METAL EB3787'DRAINAGE COVER IN MEDIAN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3788 *********************************************************************** EB3788 DESIGNATION - BELL EB3788 PID - EB3788 EB3788 STATE/COUNTY- NC/ROBESON EB3788 USGS QUAD - MAXTON (1982) EB3788 EB3788 *CURRENT SURVEY CONTROL EB3788 ___________________________________________________________________ EB3788* NAD 83(1986)- 34 43 19.95723(N) 079 21 11.52582(W) ADJUSTED EB3788* NAVD 88 - 57.6 (meters) 189. (feet) VERTCON EB3788 ___________________________________________________________________ EB3788 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3788 GEOID HEIGHT- -32.67 (meters) GEOID03 EB3788 EB3788 HORZ ORDER - SECOND EB3788 EB3788.The North Carolina HARNS have been completed but, EB3788.due to contractual restrictions, coordinates for these stations EB3788.will NOT be published in the near future. In the interim, the EB3788.published coordinates in North Carolina will not be EB3788.consistent with the Continuously Operating Reference Stations EB3788.(CORS). The HARN coordinates for these stations are available EB3788.upon request. Contact Gary Thompson(919-733-3836). EB3788. EB3788.In addition, the published North Carolina positions EB3788.(NAD 83 (1986)) are NOT consistent with those determined in EB3788.adjacent state readjustments. The discontinuity between stations EB3788.located in North Carolina and those in adjacent states EB3788.which have been adjusted to the HARN may be as much as 5 EB3788.decimeters. This will result in a significant loss of accuracy EB3788.over lines crossing such state borders. EB3788 EB3788 EB3788.The horizontal coordinates were established by classical geodetic methods EB3788.and adjusted by the National Geodetic Survey in April 1991. EB3788 EB3788.The NAVD 88 height was computed by applying the VERTCON shift value to EB3788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3788 EB3788.The Laplace correction was computed from DEFLEC99 derived deflections. EB3788 EB3788.The geoid height was determined by GEOID03. EB3788 EB3788; North East Units Scale Factor Converg. EB3788;SPC NC - 107,905.931 577,252.321 MT 0.99991501 -0 12 13.9 EB3788;SPC NC - 354,021.38 1,893,868.66 sFT 0.99991501 -0 12 13.9 EB3788;UTM 17 - 3,843,472.449 650,786.514 MT 0.99988024 +0 56 17.5 EB3788 EB3788! - Elev Factor x Scale Factor = Combined Factor EB3788!SPC NC - 0.99999609 x 0.99991501 = 0.99991110 EB3788!UTM 17 - 0.99999609 x 0.99988024 = 0.99987633 EB3788 EB3788 SUPERSEDED SURVEY CONTROL EB3788 EB3788 NGVD 29 (04/22/91) 57.9 (m) 190. (f) VERT ANG EB3788 EB3788.Superseded values are not recommended for survey control. EB3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3788.See file dsdata.txt to determine how the superseded data were derived. EB3788 EB3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5078743472(NAD 83) EB3788_MARKER: DE = TRAVERSE STATION DISK EB3788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3788_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3788_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3788+STABILITY: SURFACE MOTION EB3788 EB3788 HISTORY - Date Condition Report By EB3788 HISTORY - 1977 MONUMENTED NCGS EB3788 EB3788 STATION DESCRIPTION EB3788 EB3788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3788'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTH-SOUTHWEST OF EB3788'MAXTON AND 5.8 MILES NORTH OF RAEMON. EB3788' EB3788'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 PATTERSON EB3788'STREET IN MAXTON, PROCEED SOUTHERLY ALONG NC 130 FOR 0.95 MILE TO SR EB3788'1109 ON RIGHT AND STATION IN SHOULDER ON SOUTHWEST SIDE OF EB3788'INTERSECTION. EB3788' EB3788'STATION MARK IS A STANDARD DISK STAMPED---BELL 1977---SET IN THE TOP EB3788'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3788'THE MARK IS 22.3 FEET WEST OF CENTERLINE OF NC 130, 48.6 FEET SOUTH EB3788'OF CENTERLINE OF SR 1109, 84.9 FEET NORTH OF NORTH END OF CULVERT EB3788'UNDER DRIVEWAY, 75.4 FEET WEST OF POWER POLE 3 WITH REFERENCE TAG AND EB3788'44.3 FEET SOUTHEAST OF STOP SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2691 *********************************************************************** EB2691 DESIGNATION - BEN EB2691 PID - EB2691 EB2691 STATE/COUNTY- NC/ROBESON EB2691 USGS QUAD - GADDYSVILLE (1962) EB2691 EB2691 *CURRENT SURVEY CONTROL EB2691 ___________________________________________________________________ EB2691* NAD 83(1986)- 34 29 55.08030(N) 079 08 07.73655(W) ADJUSTED EB2691* NAVD 88 - 42.26 (+/-2cm) 138.6 (feet) VERTCON EB2691 ___________________________________________________________________ EB2691 LAPLACE CORR- -5.16 (seconds) DEFLEC99 EB2691 GEOID HEIGHT- -33.53 (meters) GEOID03 EB2691 EB2691 HORZ ORDER - SECOND EB2691 VERT ORDER - THIRD ? (See Below) EB2691 EB2691.The North Carolina HARNS have been completed but, EB2691.due to contractual restrictions, coordinates for these stations EB2691.will NOT be published in the near future. In the interim, the EB2691.published coordinates in North Carolina will not be EB2691.consistent with the Continuously Operating Reference Stations EB2691.(CORS). The HARN coordinates for these stations are available EB2691.upon request. Contact Gary Thompson(919-733-3836). EB2691. EB2691.In addition, the published North Carolina positions EB2691.(NAD 83 (1986)) are NOT consistent with those determined in EB2691.adjacent state readjustments. The discontinuity between stations EB2691.located in North Carolina and those in adjacent states EB2691.which have been adjusted to the HARN may be as much as 5 EB2691.decimeters. This will result in a significant loss of accuracy EB2691.over lines crossing such state borders. EB2691 EB2691 EB2691.The horizontal coordinates were established by classical geodetic methods EB2691.and adjusted by the National Geodetic Survey in July 1986. EB2691 EB2691.The NAVD 88 height was computed by applying the VERTCON shift value to EB2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2691.The vertical order pertains to the NGVD 29 superseded value. EB2691 EB2691.The Laplace correction was computed from DEFLEC99 derived deflections. EB2691 EB2691.The geoid height was determined by GEOID03. EB2691 EB2691; North East Units Scale Factor Converg. EB2691;SPC NC - 83,056.313 597,158.841 MT 0.99995832 -0 04 41.5 EB2691;SPC NC - 272,493.92 1,959,178.63 sFT 0.99995832 -0 04 41.5 EB2691;SPC SC - 297,122.959 780,813.345 MT 0.99989825 +1 02 01.3 EB2691;SPC SC - 974,812.86 2,561,723.57 iFT 0.99989825 +1 02 01.3 EB2691;UTM 17 - 3,819,023.604 671,182.482 MT 0.99996120 +1 03 22.7 EB2691 EB2691! - Elev Factor x Scale Factor = Combined Factor EB2691!SPC NC - 0.99999863 x 0.99995832 = 0.99995695 EB2691!SPC SC - 0.99999863 x 0.99989825 = 0.99989688 EB2691!UTM 17 - 0.99999863 x 0.99996120 = 0.99995983 EB2691 EB2691: Primary Azimuth Mark Grid Az EB2691:SPC NC - ASHLEY 232 16 13.1 EB2691:SPC SC - ASHLEY 231 09 30.3 EB2691:UTM 17 - ASHLEY 231 08 08.9 EB2691 EB2691|---------------------------------------------------------------------| EB2691| PID Reference Object Distance Geod. Az | EB2691| dddmmss.s | EB2691| EB2690 ASHLEY APPROX. 1.0 KM 2321131.6 | EB2691|---------------------------------------------------------------------| EB2691 EB2691 SUPERSEDED SURVEY CONTROL EB2691 EB2691 NAD 27 - 34 29 54.49318(N) 079 08 08.60677(W) AD( ) 2 EB2691 NGVD 29 (07/19/86) 42.56 (m) 139.6 (f) LEVELING 3 EB2691 EB2691.Superseded values are not recommended for survey control. EB2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2691.See file dsdata.txt to determine how the superseded data were derived. EB2691 EB2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7118219024(NAD 83) EB2691_MARKER: DE = TRAVERSE STATION DISK EB2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2691_STAMPING: BEN 1966 EB2691_MARK LOGO: NCGS EB2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2691+STABILITY: SURFACE MOTION EB2691 EB2691 HISTORY - Date Condition Report By EB2691 HISTORY - 1966 MONUMENTED NCGS EB2691 HISTORY - 1971 POOR USGS EB2691 EB2691 STATION DESCRIPTION EB2691 EB2691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2691'BEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2691'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2691' EB2691'BEN IS 1.25 MILES WEST OF INTERSECTION OF NC 130 AND NC 41 AND EB2691'3.5 MILES NORTHEAST OF INTERSECTION OF NC 130 BYPASS AND NC EB2691'130. TO REACH STATION PROCEED FROM INTERSECTION OF NC 41 AND EB2691'NC 130 IN FAIRMONT WEST ALONG NC 130 FOR 1.4 MILES TO THE EB2691'STATION ON THE RIGHT. EB2691' EB2691'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2691'BEN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2691'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2691' EB2691'MARK IS EB2691' EB2691'55.6 FT NNW OF PP 131 WITH ALUMINUM REF. TAG EB2691' EB2691'20.0 FT SSE OF PP 130 WITH ALUMINUM REF. TAG EB2691' EB2691'121.1 FT SW OF SW CORNER OF PAINTED FRAME HOUSE EB2691' EB2691'157.7 FT SW OF 40 INCH OAK IN YARD OF FRAME HOUSE, OAK HAS EB2691'ALUMINUM REF. TAG EB2691' EB2691'16.0 FT NNW OF C/L OF NC 130 EB2691' EB2691'39.2 FT NNW OF 12 INCH CULVERT WEST END UNDER DRIVEWAY TO BRICK EB2691'HOUSE EB2691' EB2691'191.7 FT NNW OF NW CORNER OF BRICK HOUSE EB2691 EB2691 STATION RECOVERY (1971) EB2691 EB2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2691'STATION WAS SEARCHED FOR AND FOUND DISTURBED. THE TABLET HAS EB2691'BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2606 *********************************************************************** EB2606 DESIGNATION - BENTON EB2606 PID - EB2606 EB2606 STATE/COUNTY- NC/ROBESON EB2606 USGS QUAD - PEMBROKE (1982) EB2606 EB2606 *CURRENT SURVEY CONTROL EB2606 ___________________________________________________________________ EB2606* NAD 83(1986)- 34 40 24.95141(N) 079 10 12.95025(W) ADJUSTED EB2606* NAVD 88 - 50.21 (+/-2cm) 164.7 (feet) VERTCON EB2606 ___________________________________________________________________ EB2606 LAPLACE CORR- -5.45 (seconds) DEFLEC99 EB2606 GEOID HEIGHT- -33.26 (meters) GEOID03 EB2606 EB2606 HORZ ORDER - SECOND EB2606 VERT ORDER - THIRD ? (See Below) EB2606 EB2606.The North Carolina HARNS have been completed but, EB2606.due to contractual restrictions, coordinates for these stations EB2606.will NOT be published in the near future. In the interim, the EB2606.published coordinates in North Carolina will not be EB2606.consistent with the Continuously Operating Reference Stations EB2606.(CORS). The HARN coordinates for these stations are available EB2606.upon request. Contact Gary Thompson(919-733-3836). EB2606. EB2606.In addition, the published North Carolina positions EB2606.(NAD 83 (1986)) are NOT consistent with those determined in EB2606.adjacent state readjustments. The discontinuity between stations EB2606.located in North Carolina and those in adjacent states EB2606.which have been adjusted to the HARN may be as much as 5 EB2606.decimeters. This will result in a significant loss of accuracy EB2606.over lines crossing such state borders. EB2606 EB2606 EB2606.The horizontal coordinates were established by classical geodetic methods EB2606.and adjusted by the National Geodetic Survey in July 1986. EB2606 EB2606.The NAVD 88 height was computed by applying the VERTCON shift value to EB2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2606.The vertical order pertains to the NGVD 29 superseded value. EB2606 EB2606.The Laplace correction was computed from DEFLEC99 derived deflections. EB2606 EB2606.The geoid height was determined by GEOID03. EB2606 EB2606; North East Units Scale Factor Converg. EB2606;SPC NC - 102,469.345 593,997.873 MT 0.99992315 -0 05 53.8 EB2606;SPC NC - 336,184.84 1,948,808.02 sFT 0.99992315 -0 05 53.8 EB2606;UTM 17 - 3,838,370.358 667,636.878 MT 0.99994638 +1 02 28.3 EB2606 EB2606! - Elev Factor x Scale Factor = Combined Factor EB2606!SPC NC - 0.99999734 x 0.99992315 = 0.99992049 EB2606!UTM 17 - 0.99999734 x 0.99994638 = 0.99994372 EB2606 EB2606: Primary Azimuth Mark Grid Az EB2606:SPC NC - MOSS 113 34 27.0 EB2606:UTM 17 - MOSS 112 26 04.9 EB2606 EB2606|---------------------------------------------------------------------| EB2606| PID Reference Object Distance Geod. Az | EB2606| dddmmss.s | EB2606| EB2610 MOSS APPROX. 1.8 KM 1132833.2 | EB2606|---------------------------------------------------------------------| EB2606 EB2606 SUPERSEDED SURVEY CONTROL EB2606 EB2606 NAD 27 - 34 40 24.36545(N) 079 10 13.81667(W) AD( ) 2 EB2606 NGVD 29 (07/19/86) 50.50 (m) 165.7 (f) LEVELING 3 EB2606 EB2606.Superseded values are not recommended for survey control. EB2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2606.See file dsdata.txt to determine how the superseded data were derived. EB2606 EB2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6763738370(NAD 83) EB2606_MARKER: DE = TRAVERSE STATION DISK EB2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2606_STAMPING: BENTON 1965 EB2606_MARK LOGO: NCGS EB2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2606+STABILITY: SURFACE MOTION EB2606 EB2606 HISTORY - Date Condition Report By EB2606 HISTORY - 1965 MONUMENTED NCGS EB2606 EB2606 STATION DESCRIPTION EB2606 EB2606'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2606'BENTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2606'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2606' EB2606'BENTON IS 1.3 MILES ESE OF PEMBROKE AND 10.0 MILES WNW OF EB2606'LUMBERTON. STATION IS LOCATED ON THE RIGHT OF WAY OF THE SAL EB2606'RR IN THE NE QUADRANT OF THE CROSSING OF SR 1564 (A SOIL EB2606'SURFACE ROAD AND THE RAILROAD). AND 0.9 MILES N ON SR 1564 EB2606'FROM THE T INTERSECTION OF NC 71 AND SR 1564. EB2606' EB2606'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2606'BENTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2606'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2606' EB2606'MARK IS EB2606' EB2606'17.4 FT SE OF C/L OF SR 1571 EB2606' EB2606'25.0 FT NE OF SW RR CROSSING SIGNAL WITH ALUMINUM REF. TAG EB2606' EB2606'4.2 FT E OF NE RAIL EB2606' EB2606'21.5 FT SW OF C/L OF SR 1564 EB2606' EB2606'52.3 FT W OF TP 47 WITH ALUMINUM REF. TAG EB2606' EB2606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2589 *********************************************************************** EB2589 DESIGNATION - BERRY EB2589 PID - EB2589 EB2589 STATE/COUNTY- NC/ROBESON EB2589 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2589 EB2589 *CURRENT SURVEY CONTROL EB2589 ___________________________________________________________________ EB2589* NAD 83(1986)- 34 40 57.37967(N) 079 00 06.52598(W) ADJUSTED EB2589* NAVD 88 - 42.7 (meters) 140. (feet) VERTCON EB2589 ___________________________________________________________________ EB2589 LAPLACE CORR- -5.52 (seconds) DEFLEC99 EB2589 GEOID HEIGHT- -33.86 (meters) GEOID03 EB2589 EB2589 HORZ ORDER - SECOND EB2589 EB2589.The North Carolina HARNS have been completed but, EB2589.due to contractual restrictions, coordinates for these stations EB2589.will NOT be published in the near future. In the interim, the EB2589.published coordinates in North Carolina will not be EB2589.consistent with the Continuously Operating Reference Stations EB2589.(CORS). The HARN coordinates for these stations are available EB2589.upon request. Contact Gary Thompson(919-733-3836). EB2589. EB2589.In addition, the published North Carolina positions EB2589.(NAD 83 (1986)) are NOT consistent with those determined in EB2589.adjacent state readjustments. The discontinuity between stations EB2589.located in North Carolina and those in adjacent states EB2589.which have been adjusted to the HARN may be as much as 5 EB2589.decimeters. This will result in a significant loss of accuracy EB2589.over lines crossing such state borders. EB2589 EB2589 EB2589.The horizontal coordinates were established by classical geodetic methods EB2589.and adjusted by the National Geodetic Survey in July 1986. EB2589 EB2589.The NAVD 88 height was computed by applying the VERTCON shift value to EB2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2589 EB2589.The Laplace correction was computed from DEFLEC99 derived deflections. EB2589 EB2589.The geoid height was determined by GEOID03. EB2589 EB2589; North East Units Scale Factor Converg. EB2589;SPC NC - 103,455.171 609,435.112 MT 0.99992159 -0 00 03.8 EB2589;SPC NC - 339,419.17 1,999,455.03 sFT 0.99992159 -0 00 03.8 EB2589;UTM 17 - 3,839,662.901 683,052.348 MT 1.00001302 +1 08 14.4 EB2589 EB2589! - Elev Factor x Scale Factor = Combined Factor EB2589!SPC NC - 0.99999861 x 0.99992159 = 0.99992020 EB2589!UTM 17 - 0.99999861 x 1.00001302 = 1.00001163 EB2589 EB2589: Primary Azimuth Mark Grid Az EB2589:SPC NC - ELM 015 24 08.2 EB2589:UTM 17 - ELM 014 15 50.0 EB2589 EB2589|---------------------------------------------------------------------| EB2589| PID Reference Object Distance Geod. Az | EB2589| dddmmss.s | EB2589| EB2522 ELM APPROX. 1.0 KM 0152404.4 | EB2589|---------------------------------------------------------------------| EB2589 EB2589 SUPERSEDED SURVEY CONTROL EB2589 EB2589 NAD 27 - 34 40 56.79169(N) 079 00 07.40771(W) AD( ) 2 EB2589 NGVD 29 (07/19/86) 43.0 (m) 141. (f) VERT ANG EB2589 EB2589.Superseded values are not recommended for survey control. EB2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2589.See file dsdata.txt to determine how the superseded data were derived. EB2589 EB2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8305239663(NAD 83) EB2589_MARKER: DE = TRAVERSE STATION DISK EB2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2589_STAMPING: BERRY 1969 EB2589_MARK LOGO: NCGS EB2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2589+STABILITY: SURFACE MOTION EB2589 EB2589 HISTORY - Date Condition Report By EB2589 HISTORY - 1969 MONUMENTED NCGS EB2589 EB2589 STATION DESCRIPTION EB2589 EB2589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2589'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2589'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2589' EB2589'BERRY IS LOCATED APPROXIMATELY 4.3 MILES NORTHWEST OF LUMBERTON. TO EB2589'REACH STATION PROCEED FROM THE INTERSECTION OF I-95 AND US 301 EB2589'APPROXIMATELY 3.4 MILES NORTHWEST OF LUMBERTON, GO NORTH ON I-95 EB2589'FOR 0.9 MILE TO STATION ON LEFT, IN MEDIAN OF I-95, AND 1.3 MILES EB2589'SOUTH OF SR 1529. EB2589' EB2589'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BERRY EB2589'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2589'FLUSH WITH THE SURFACE OF THE GROUND. EB2589' EB2589'MARK IS EB2589' EB2589'33.8 FEET W OF C/L OF N BOUND LANE OF I-95. EB2589'72.2 FEET E OF C/L OF S BOUND LANE OF I-95. EB2589'98.0 FEET SSW OF 8 INCH PINE WITH ALUMINUM REF. TAG. EB2589'31.7 FEET NE OF 12 INCH PINE WITH ALUMINUM REF. TAG. EB2589'70.6 FEET NNE OF 4 INCH OAK WITH ALUMINUM REF. TAG. EB2589'61.5 FEET WNW OF STEEL REFLECTOR POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3791 *********************************************************************** EB3791 DESIGNATION - BEWARE EB3791 PID - EB3791 EB3791 STATE/COUNTY- NC/ROBESON EB3791 USGS QUAD - RED SPRINGS (1974) EB3791 EB3791 *CURRENT SURVEY CONTROL EB3791 ___________________________________________________________________ EB3791* NAD 83(1986)- 34 46 58.13371(N) 079 08 50.62437(W) ADJUSTED EB3791* NAVD 88 - 57.629 (meters) 189.07 (feet) ADJUSTED EB3791 ___________________________________________________________________ EB3791 LAPLACE CORR- -5.08 (seconds) DEFLEC99 EB3791 GEOID HEIGHT- -33.14 (meters) GEOID03 EB3791 DYNAMIC HT - 57.576 (meters) 188.90 (feet) COMP EB3791 MODELED GRAV- 979,707.2 (mgal) NAVD 88 EB3791 EB3791 HORZ ORDER - SECOND EB3791 VERT ORDER - SECOND CLASS II EB3791 EB3791.The North Carolina HARNS have been completed but, EB3791.due to contractual restrictions, coordinates for these stations EB3791.will NOT be published in the near future. In the interim, the EB3791.published coordinates in North Carolina will not be EB3791.consistent with the Continuously Operating Reference Stations EB3791.(CORS). The HARN coordinates for these stations are available EB3791.upon request. Contact Gary Thompson(919-733-3836). EB3791. EB3791.In addition, the published North Carolina positions EB3791.(NAD 83 (1986)) are NOT consistent with those determined in EB3791.adjacent state readjustments. The discontinuity between stations EB3791.located in North Carolina and those in adjacent states EB3791.which have been adjusted to the HARN may be as much as 5 EB3791.decimeters. This will result in a significant loss of accuracy EB3791.over lines crossing such state borders. EB3791 EB3791 EB3791.The horizontal coordinates were established by classical geodetic methods EB3791.and adjusted by the National Geodetic Survey in April 1991. EB3791 EB3791.The orthometric height was determined by differential leveling EB3791.and adjusted by the National Geodetic Survey in October 1999. EB3791 EB3791.The Laplace correction was computed from DEFLEC99 derived deflections. EB3791 EB3791.The geoid height was determined by GEOID03. EB3791 EB3791.The dynamic height is computed by dividing the NAVD 88 EB3791.geopotential number by the normal gravity value computed on the EB3791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3791.degrees latitude (g = 980.6199 gals.). EB3791 EB3791.The modeled gravity was interpolated from observed gravity values. EB3791 EB3791; North East Units Scale Factor Converg. EB3791;SPC NC - 114,581.027 596,111.559 MT 0.99990587 -0 05 06.3 EB3791;SPC NC - 375,921.25 1,955,742.67 sFT 0.99990587 -0 05 06.3 EB3791;UTM 17 - 3,850,522.160 669,509.074 MT 0.99995415 +1 03 25.6 EB3791 EB3791! - Elev Factor x Scale Factor = Combined Factor EB3791!SPC NC - 0.99999616 x 0.99990587 = 0.99990203 EB3791!UTM 17 - 0.99999616 x 0.99995415 = 0.99995031 EB3791 EB3791 SUPERSEDED SURVEY CONTROL EB3791 EB3791 NGVD 29 (04/22/91) 57.9 (m) 190. (f) VERT ANG EB3791 EB3791.Superseded values are not recommended for survey control. EB3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3791.See file dsdata.txt to determine how the superseded data were derived. EB3791 EB3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6950950522(NAD 83) EB3791_MARKER: DH = HORIZONTAL CONTROL DISK EB3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3791_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3791_STAMPING: BEWARE 1977 EB3791_MARK LOGO: NCGS EB3791_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3791+STABILITY: SURFACE MOTION EB3791 EB3791 HISTORY - Date Condition Report By EB3791 HISTORY - 1977 MONUMENTED NCGS EB3791 HISTORY - 19881228 GOOD NCGS EB3791 EB3791 STATION DESCRIPTION EB3791 EB3791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3791'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF RED EB3791'SPRINGS AND 13.5 MILES NORTHWEST OF LUMBERTON. EB3791' EB3791'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB3791'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 3.05 MILES TO EB3791'STATION IN LEFT SHOULDER IN FRONT OF LOCKLEARS BRICK RESIDENCE AND EB3791'0.5 MILE SOUTHEAST OF CROSSROAD WITH SR 1594 AND SR 1506 LEADING EB3791'NORTHEAST AND SOUTHWEST. EB3791' EB3791'STATION MARK IS A STANDARD DISK STAMPED---BEWARE 1977---SET IN THE EB3791'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3791'SURFACE. THE MARK IS 17.5 FEET NORTHEAST OF CENTERLINE OF NC 211, EB3791'22.3 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY, 13.9 FEET SOUTH OF EB3791'SOUTH END OF CULVERT UNDER DRIVE, 50.3 FEET NORTHWEST OF 10 INCH EB3791'TWIN GUM AND 61.6 FEET SOUTH-SOUTHEAST OF SPEED LIMIT SIGN BOTH WITH EB3791'REFERENCE TAGS. EB3791 EB3791 STATION RECOVERY (1988) EB3791 EB3791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3791'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF RED SPRINGS AND EB3791'13.5 MI (21.7 KM) NORTHWEST OF LUMBERTON. ALONG NC 211 (FOURTH AVENUE) EB3791'FOR 3.05 MI (4.91 KM) SOUTHEAST FROM MAIN STREET (IN RED SPRINGS), IN EB3791'THE LEFT SHOULDER, IN FRONT OF LOCKLEARS BRICK RESIDENCE, AND 0.5 MI EB3791'(0.8 KM) SOUTHEAST OF THE CROSSROAD WITH SR 1594 AND SR 1506 LEADING EB3791'NORTHEAST AND SOUTHWEST. MARK IS 1-FOOT LOWER THAN THE HIGHWAY AND EB3791'RECESSED 6 INCHES BELOW GROUND. MARK IS 17.5 FT (5.3 M) NORTHEAST OF EB3791'THE CENTERLINE OF NC 211, 22.3 FT (6.8 M) SOUTHEAST OF CENTERLINE OF EB3791'DRIVEWAY, 13.9 FT (4.2 M) SOUTH OF SOUTH END OF CULVERT UNDER DRIVE, EB3791'50.3 FT (15.3 M) NORTHWEST OF 10-INCH TWIN GUM WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2479 *********************************************************************** EB2479 DESIGNATION - BIG EB2479 PID - EB2479 EB2479 STATE/COUNTY- NC/ROBESON EB2479 USGS QUAD - BLADENBORO (1986) EB2479 EB2479 *CURRENT SURVEY CONTROL EB2479 ___________________________________________________________________ EB2479* NAD 83(1986)- 34 34 44.10572(N) 078 51 57.68550(W) ADJUSTED EB2479* NAVD 88 - 30.2 (meters) 99. (feet) VERTCON EB2479 ___________________________________________________________________ EB2479 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EB2479 GEOID HEIGHT- -34.30 (meters) GEOID03 EB2479 EB2479 HORZ ORDER - SECOND EB2479 EB2479.The North Carolina HARNS have been completed but, EB2479.due to contractual restrictions, coordinates for these stations EB2479.will NOT be published in the near future. In the interim, the EB2479.published coordinates in North Carolina will not be EB2479.consistent with the Continuously Operating Reference Stations EB2479.(CORS). The HARN coordinates for these stations are available EB2479.upon request. Contact Gary Thompson(919-733-3836). EB2479. EB2479.In addition, the published North Carolina positions EB2479.(NAD 83 (1986)) are NOT consistent with those determined in EB2479.adjacent state readjustments. The discontinuity between stations EB2479.located in North Carolina and those in adjacent states EB2479.which have been adjusted to the HARN may be as much as 5 EB2479.decimeters. This will result in a significant loss of accuracy EB2479.over lines crossing such state borders. EB2479 EB2479 EB2479.The horizontal coordinates were established by classical geodetic methods EB2479.and adjusted by the National Geodetic Survey in July 1986. EB2479 EB2479.The NAVD 88 height was computed by applying the VERTCON shift value to EB2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2479 EB2479.The Laplace correction was computed from DEFLEC99 derived deflections. EB2479 EB2479.The geoid height was determined by GEOID03. EB2479 EB2479; North East Units Scale Factor Converg. EB2479;SPC NC - 91,961.838 621,893.261 MT 0.99994104 +0 04 38.4 EB2479;SPC NC - 301,711.46 2,040,328.14 sFT 0.99994104 +0 04 38.4 EB2479;UTM 17 - 3,828,417.638 695,737.385 MT 1.00007226 +1 12 41.4 EB2479 EB2479! - Elev Factor x Scale Factor = Combined Factor EB2479!SPC NC - 1.00000065 x 0.99994104 = 0.99994169 EB2479!UTM 17 - 1.00000065 x 1.00007226 = 1.00007291 EB2479 EB2479: Primary Azimuth Mark Grid Az EB2479:SPC NC - OSBORNE 296 28 54.6 EB2479:UTM 17 - OSBORNE 295 20 51.6 EB2479 EB2479|---------------------------------------------------------------------| EB2479| PID Reference Object Distance Geod. Az | EB2479| dddmmss.s | EB2479| EB2515 OSBORNE APPROX. 1.3 KM 2963333.0 | EB2479|---------------------------------------------------------------------| EB2479 EB2479 SUPERSEDED SURVEY CONTROL EB2479 EB2479 NAD 27 - 34 34 43.50292(N) 078 51 58.58926(W) AD( ) 2 EB2479 NGVD 29 (07/19/86) 30.5 (m) 100. (f) VERT ANG EB2479 EB2479.Superseded values are not recommended for survey control. EB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2479.See file dsdata.txt to determine how the superseded data were derived. EB2479 EB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9573728418(NAD 83) EB2479_MARKER: DE = TRAVERSE STATION DISK EB2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2479_STAMPING: BIG 1973 EB2479_MARK LOGO: NCGS EB2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2479+STABILITY: SURFACE MOTION EB2479 EB2479 HISTORY - Date Condition Report By EB2479 HISTORY - 1973 MONUMENTED NCGS EB2479 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2479 EB2479 STATION DESCRIPTION EB2479 EB2479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2479'BIG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2479'VICINITY OF BLADENBORO, NORTH CAROLINA. EB2479' EB2479'BIG IS LOCATED APPROXIMATELY 5.2 MILES WNW OF BLADENBORO, AND 8.7 EB2479'MILES ESE OF LUMBERTON. TO REACH STATION FROM INTERSECTION OF NC EB2479'211 WITH ROBESON-BLADEN COUNTY LINE. PROCEED WNW ALONG NC 211 EB2479'FOR 0.8 MILE TO THE FOURTH OF FIVE BRIDGES OVER BIG SWAMP AND EB2479'STATION NEAR NE CORNER OF BRIDGE. 0.2 MILE EAST OF WESTERNMOST EB2479'BRIDGE. EB2479' EB2479'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIG EB2479'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 6 INCHES BELOW THE EB2479'SURFACE OF THE GROUND. EB2479' EB2479'MARK IS EB2479' EB2479'17.0 FEET NNE OF C/L OF NC 211. EB2479'35.4 FEET SE OF NE END OF NORTH RAIL OF BRIDGE. EB2479'83.0 FEET NE OF 12 INCH OAK W/ALUMINUM REF. TAG. EB2479'46.6 FEET E OF SE END OF SOUTH RAIL OF BRIDGE. EB2479 EB2479 STATION RECOVERY (1995) EB2479 EB2479'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2479'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2488 *********************************************************************** EB2488 DESIGNATION - BLACKMON EB2488 PID - EB2488 EB2488 STATE/COUNTY- NC/ROBESON EB2488 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2488 EB2488 *CURRENT SURVEY CONTROL EB2488 ___________________________________________________________________ EB2488* NAD 83(1986)- 34 33 52.48935(N) 078 59 06.89078(W) ADJUSTED EB2488* NAVD 88 - 36.4 (meters) 119. (feet) VERTCON EB2488 ___________________________________________________________________ EB2488 LAPLACE CORR- -4.64 (seconds) DEFLEC99 EB2488 GEOID HEIGHT- -34.03 (meters) GEOID03 EB2488 EB2488 HORZ ORDER - SECOND EB2488 EB2488.The North Carolina HARNS have been completed but, EB2488.due to contractual restrictions, coordinates for these stations EB2488.will NOT be published in the near future. In the interim, the EB2488.published coordinates in North Carolina will not be EB2488.consistent with the Continuously Operating Reference Stations EB2488.(CORS). The HARN coordinates for these stations are available EB2488.upon request. Contact Gary Thompson(919-733-3836). EB2488. EB2488.In addition, the published North Carolina positions EB2488.(NAD 83 (1986)) are NOT consistent with those determined in EB2488.adjacent state readjustments. The discontinuity between stations EB2488.located in North Carolina and those in adjacent states EB2488.which have been adjusted to the HARN may be as much as 5 EB2488.decimeters. This will result in a significant loss of accuracy EB2488.over lines crossing such state borders. EB2488 EB2488 EB2488.The horizontal coordinates were established by classical geodetic methods EB2488.and adjusted by the National Geodetic Survey in July 1986. EB2488 EB2488.The NAVD 88 height was computed by applying the VERTCON shift value to EB2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2488 EB2488.The Laplace correction was computed from DEFLEC99 derived deflections. EB2488 EB2488.The geoid height was determined by GEOID03. EB2488 EB2488; North East Units Scale Factor Converg. EB2488;SPC NC - 90,363.195 610,954.973 MT 0.99994398 +0 00 30.7 EB2488;SPC NC - 296,466.58 2,004,441.44 sFT 0.99994398 +0 00 30.7 EB2488;UTM 17 - 3,826,602.545 684,831.761 MT 1.00002110 +1 08 36.1 EB2488 EB2488! - Elev Factor x Scale Factor = Combined Factor EB2488!SPC NC - 0.99999963 x 0.99994398 = 0.99994361 EB2488!UTM 17 - 0.99999963 x 1.00002110 = 1.00002073 EB2488 EB2488: Primary Azimuth Mark Grid Az EB2488:SPC NC - POPE 106 57 43.6 EB2488:UTM 17 - POPE 105 49 38.2 EB2488 EB2488|---------------------------------------------------------------------| EB2488| PID Reference Object Distance Geod. Az | EB2488| dddmmss.s | EB2488| EB2504 POPE 483.687 METERS 1065814.3 | EB2488|---------------------------------------------------------------------| EB2488 EB2488 SUPERSEDED SURVEY CONTROL EB2488 EB2488 NAD 27 - 34 33 51.89322(N) 078 59 07.77240(W) AD( ) 2 EB2488 NGVD 29 (07/19/86) 36.7 (m) 120. (f) VERT ANG EB2488 EB2488.Superseded values are not recommended for survey control. EB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2488.See file dsdata.txt to determine how the superseded data were derived. EB2488 EB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8483226603(NAD 83) EB2488_MARKER: DE = TRAVERSE STATION DISK EB2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2488_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2488_STAMPING: BLACKMON 1965 EB2488_MARK LOGO: NCGS EB2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2488+STABILITY: SURFACE MOTION EB2488 EB2488 HISTORY - Date Condition Report By EB2488 HISTORY - 1965 MONUMENTED NCGS EB2488 HISTORY - 19950808 MARK NOT FOUND USPSQD EB2488 EB2488 STATION DESCRIPTION EB2488 EB2488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2488'BLACKMON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2488'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2488' EB2488'BLACKMON IS 4.0 MILES SSE OF LUMBERTON. LOCATED 0.7 MILES W EB2488'ALONG SR 2207 FROM INTERSECTION OF U.S. 74 AND SR 2207. 0.85 MILES EB2488'E OF INTERSECTION OF SR 2207 AND SR 2215. AND ON THE N SHOULDER EB2488'OF SR 2207. EB2488' EB2488'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED EB2488'BLACKMON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2488'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2488' EB2488'MARK IS EB2488' EB2488'13.6 FT N OF C/L OF SR 2207. EB2488' EB2488'17.7 FT SW OF C/L OF DITCH IN FIELD. EB2488' EB2488'100.3 FT SE OF PP WITH ALUMINUM REF. TAG. EB2488' EB2488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2488 EB2488 STATION RECOVERY (1995) EB2488 EB2488'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2488'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3794 *********************************************************************** EB3794 DESIGNATION - BOLL EB3794 PID - EB3794 EB3794 STATE/COUNTY- NC/ROBESON EB3794 USGS QUAD - JOHNS (1971) EB3794 EB3794 *CURRENT SURVEY CONTROL EB3794 ___________________________________________________________________ EB3794* NAD 83(1986)- 34 39 33.68339(N) 079 23 53.17164(W) ADJUSTED EB3794* NAVD 88 - 53.1 (meters) 174. (feet) VERTCON EB3794 ___________________________________________________________________ EB3794 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EB3794 GEOID HEIGHT- -32.58 (meters) GEOID03 EB3794 EB3794 HORZ ORDER - SECOND EB3794 EB3794.The North Carolina HARNS have been completed but, EB3794.due to contractual restrictions, coordinates for these stations EB3794.will NOT be published in the near future. In the interim, the EB3794.published coordinates in North Carolina will not be EB3794.consistent with the Continuously Operating Reference Stations EB3794.(CORS). The HARN coordinates for these stations are available EB3794.upon request. Contact Gary Thompson(919-733-3836). EB3794. EB3794.In addition, the published North Carolina positions EB3794.(NAD 83 (1986)) are NOT consistent with those determined in EB3794.adjacent state readjustments. The discontinuity between stations EB3794.located in North Carolina and those in adjacent states EB3794.which have been adjusted to the HARN may be as much as 5 EB3794.decimeters. This will result in a significant loss of accuracy EB3794.over lines crossing such state borders. EB3794 EB3794 EB3794.The horizontal coordinates were established by classical geodetic methods EB3794.and adjusted by the National Geodetic Survey in April 1991. EB3794 EB3794.The NAVD 88 height was computed by applying the VERTCON shift value to EB3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3794 EB3794.The Laplace correction was computed from DEFLEC99 derived deflections. EB3794 EB3794.The geoid height was determined by GEOID03. EB3794 EB3794; North East Units Scale Factor Converg. EB3794;SPC NC - 100,949.419 573,111.949 MT 0.99992567 -0 13 47.2 EB3794;SPC NC - 331,198.22 1,880,284.79 sFT 0.99992567 -0 13 47.2 EB3794;SPC SC - 314,544.425 756,423.384 MT 0.99994282 +0 53 17.1 EB3794;SPC SC - 1,031,969.90 2,481,704.02 iFT 0.99994282 +0 53 17.1 EB3794;UTM 17 - 3,836,435.169 646,785.736 MT 0.99986557 +0 54 40.2 EB3794 EB3794! - Elev Factor x Scale Factor = Combined Factor EB3794!SPC NC - 0.99999678 x 0.99992567 = 0.99992245 EB3794!SPC SC - 0.99999678 x 0.99994282 = 0.99993960 EB3794!UTM 17 - 0.99999678 x 0.99986557 = 0.99986236 EB3794 EB3794 SUPERSEDED SURVEY CONTROL EB3794 EB3794 NGVD 29 (04/22/91) 53.4 (m) 175. (f) VERT ANG EB3794 EB3794.Superseded values are not recommended for survey control. EB3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3794.See file dsdata.txt to determine how the superseded data were derived. EB3794 EB3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4678636435(NAD 83) EB3794_MARKER: DE = TRAVERSE STATION DISK EB3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3794_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3794_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3794+STABILITY: SURFACE MOTION EB3794 EB3794 HISTORY - Date Condition Report By EB3794 HISTORY - 1977 MONUMENTED NCGS EB3794 EB3794 STATION DESCRIPTION EB3794 EB3794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3794'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTH-SOUTHWEST OF EB3794'MAXTON AND 3.2 MILES WEST-NORTHWEST OF RAEMON. EB3794' EB3794'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3794'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 0.4 MILE TO STATION IN LEFT EB3794'SHOULDER AT BARRICADE OF ENTRANCE TO FORMER SR 1124. EB3794' EB3794'STATION MARK IS A STANDARD DISK STAMPED---BOLL 1977---SET IN THE TOP EB3794'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3794'THE MARK IS 22.4 FEET SOUTHEAST OF CENTERLINE OF NC 83, 12.0 FEET EB3794'NORTHWEST OF SOUTH END OF CULVERT, 23.8 FEET WEST-SOUTHWEST OF NORTH EB3794'END OF CULVERT, 18.9 FEET WEST OF A 6 INCH BARRICADE POST WITH EB3794'REFERENCE TAG AND 108.5 FEET SOUTH OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3795 *********************************************************************** EB3795 DESIGNATION - BORDER EB3795 PID - EB3795 EB3795 STATE/COUNTY- NC/ROBESON EB3795 USGS QUAD - ROWLAND (1982) EB3795 EB3795 *CURRENT SURVEY CONTROL EB3795 ___________________________________________________________________ EB3795* NAD 83(1986)- 34 30 12.19578(N) 079 18 21.71907(W) ADJUSTED EB3795* NAVD 88 - 43.3 (meters) 142. (feet) VERTCON EB3795 ___________________________________________________________________ EB3795 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EB3795 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3795 EB3795 HORZ ORDER - SECOND EB3795 EB3795.The North Carolina HARNS have been completed but, EB3795.due to contractual restrictions, coordinates for these stations EB3795.will NOT be published in the near future. In the interim, the EB3795.published coordinates in North Carolina will not be EB3795.consistent with the Continuously Operating Reference Stations EB3795.(CORS). The HARN coordinates for these stations are available EB3795.upon request. Contact Gary Thompson(919-733-3836). EB3795. EB3795.In addition, the published North Carolina positions EB3795.(NAD 83 (1986)) are NOT consistent with those determined in EB3795.adjacent state readjustments. The discontinuity between stations EB3795.located in North Carolina and those in adjacent states EB3795.which have been adjusted to the HARN may be as much as 5 EB3795.decimeters. This will result in a significant loss of accuracy EB3795.over lines crossing such state borders. EB3795 EB3795 EB3795.The horizontal coordinates were established by classical geodetic methods EB3795.and adjusted by the National Geodetic Survey in April 1991. EB3795 EB3795.The NAVD 88 height was computed by applying the VERTCON shift value to EB3795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3795 EB3795.The Laplace correction was computed from DEFLEC99 derived deflections. EB3795 EB3795.The geoid height was determined by GEOID03. EB3795 EB3795; North East Units Scale Factor Converg. EB3795;SPC NC - 83,618.522 581,497.531 MT 0.99995724 -0 10 35.9 EB3795;SPC NC - 274,338.43 1,907,796.48 sFT 0.99995724 -0 10 35.9 EB3795;SPC SC - 297,380.611 765,144.990 MT 0.99989945 +0 56 20.9 EB3795;SPC SC - 975,658.17 2,510,318.21 iFT 0.99989945 +0 56 20.9 EB3795;UTM 17 - 3,819,275.353 655,513.555 MT 0.99989810 +0 57 35.1 EB3795 EB3795! - Elev Factor x Scale Factor = Combined Factor EB3795!SPC NC - 0.99999838 x 0.99995724 = 0.99995562 EB3795!SPC SC - 0.99999838 x 0.99989945 = 0.99989783 EB3795!UTM 17 - 0.99999838 x 0.99989810 = 0.99989648 EB3795 EB3795 SUPERSEDED SURVEY CONTROL EB3795 EB3795 NGVD 29 (04/22/91) 43.6 (m) 143. (f) VERT ANG EB3795 EB3795.Superseded values are not recommended for survey control. EB3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3795.See file dsdata.txt to determine how the superseded data were derived. EB3795 EB3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5551419275(NAD 83) EB3795_MARKER: DE = TRAVERSE STATION DISK EB3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3795_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3795+STABILITY: SURFACE MOTION EB3795 EB3795 HISTORY - Date Condition Report By EB3795 HISTORY - 1980 MONUMENTED NCGS EB3795 EB3795 STATION DESCRIPTION EB3795 EB3795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) EB3795'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTH-SOUTHWEST OF EB3795'ROWLAND. EB3795' EB3795'TO REACH STATION FROM THE I-95 BRIDGE OVER US 301-US 501 AT THE NC/SC EB3795'LINE, PROCEED NORTHEAST ALONG I-95 FOR 0.1 MILE TO STATION IN THE EB3795'MEDIAN. EB3795' EB3795'STATION MARK IS A STANDARD DISK STAMPED---BORDER 1980---SET IN THE EB3795'TOP OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. THE EB3795'MARK IS 28.7 FEET SOUTHEAST OF CENTERLINE OF SOUTHBOUND LANE, 55.3 EB3795'FEET NORTHWEST OF CENTERLINE OF NORTHBOUND LANE, 67.5 FEET NORTHEAST EB3795'OF NORTH END OF GUARD RAIL IN MEDIAN AND 139.0 FEET WEST OF NORTHWEST EB3795'METAL POST OF --MERGING TRAFFIC--SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3796 *********************************************************************** EB3796 DESIGNATION - BORE EB3796 PID - EB3796 EB3796 STATE/COUNTY- NC/ROBESON EB3796 USGS QUAD - JOHNS (1971) EB3796 EB3796 *CURRENT SURVEY CONTROL EB3796 ___________________________________________________________________ EB3796* NAD 83(1986)- 34 37 41.09896(N) 079 27 10.71447(W) ADJUSTED EB3796* NAVD 88 - 48.7 (meters) 160. (feet) VERTCON EB3796 ___________________________________________________________________ EB3796 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EB3796 GEOID HEIGHT- -32.48 (meters) GEOID03 EB3796 EB3796 HORZ ORDER - SECOND EB3796 EB3796.The North Carolina HARNS have been completed but, EB3796.due to contractual restrictions, coordinates for these stations EB3796.will NOT be published in the near future. In the interim, the EB3796.published coordinates in North Carolina will not be EB3796.consistent with the Continuously Operating Reference Stations EB3796.(CORS). The HARN coordinates for these stations are available EB3796.upon request. Contact Gary Thompson(919-733-3836). EB3796. EB3796.In addition, the published North Carolina positions EB3796.(NAD 83 (1986)) are NOT consistent with those determined in EB3796.adjacent state readjustments. The discontinuity between stations EB3796.located in North Carolina and those in adjacent states EB3796.which have been adjusted to the HARN may be as much as 5 EB3796.decimeters. This will result in a significant loss of accuracy EB3796.over lines crossing such state borders. EB3796 EB3796 EB3796.The horizontal coordinates were established by classical geodetic methods EB3796.and adjusted by the National Geodetic Survey in April 1991. EB3796 EB3796.The NAVD 88 height was computed by applying the VERTCON shift value to EB3796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3796 EB3796.The Laplace correction was computed from DEFLEC99 derived deflections. EB3796 EB3796.The geoid height was determined by GEOID03. EB3796 EB3796; North East Units Scale Factor Converg. EB3796;SPC NC - 97,501.972 568,066.612 MT 0.99993141 -0 15 41.2 EB3796;SPC NC - 319,887.72 1,863,731.88 sFT 0.99993141 -0 15 41.2 EB3796;SPC SC - 310,999.115 751,446.255 MT 0.99993352 +0 51 27.6 EB3796;SPC SC - 1,020,338.30 2,465,374.85 iFT 0.99993352 +0 51 27.6 EB3796;UTM 17 - 3,832,888.211 641,810.394 MT 0.99984787 +0 52 45.3 EB3796 EB3796! - Elev Factor x Scale Factor = Combined Factor EB3796!SPC NC - 0.99999745 x 0.99993141 = 0.99992886 EB3796!SPC SC - 0.99999745 x 0.99993352 = 0.99993097 EB3796!UTM 17 - 0.99999745 x 0.99984787 = 0.99984532 EB3796 EB3796 SUPERSEDED SURVEY CONTROL EB3796 EB3796 NGVD 29 (04/22/91) 49.0 (m) 161. (f) VERT ANG EB3796 EB3796.Superseded values are not recommended for survey control. EB3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3796.See file dsdata.txt to determine how the superseded data were derived. EB3796 EB3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4181032888(NAD 83) EB3796_MARKER: DE = TRAVERSE STATION DISK EB3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3796_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3796_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3796+STABILITY: SURFACE MOTION EB3796 EB3796 HISTORY - Date Condition Report By EB3796 HISTORY - 1977 MONUMENTED NCGS EB3796 HISTORY - 1988 GOOD USPSQD EB3796 EB3796 STATION DESCRIPTION EB3796 EB3796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3796'STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTH-SOUTHWEST OF MAXTON EB3796'AND 9.9 MILES WEST-NORTHWEST OF PLAINVIEW. TO REACH STATION FROM EB3796'INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF MAXTON, PROCEED SOUTH- EB3796'WEST ALONG NC 83 FOR 4.75 MILES TO SR 1100 ON RIGHT AND STATION IN EB3796'EAST SHOULDER OF SR 1100. STATION MARK IS A STANDARD DISK EB3796'STAMPED---BORE 1977---SET IN TOP OF CONCRETE CYLINDER 6 INCHES BELOW EB3796'GROUND SURFACE. MARK IS 12.8 FEET EAST OF CENTERLINE OF SR 1100, EB3796'164.3 FEET NORTH OF NC 83 CENTERLINE AND 97.6 FEET NORTH OF 6 INCH EB3796'POST MARKING UNDERGROUND CABLE WITH REFERENCE TAG. EB3796 EB3796 STATION RECOVERY (1988) EB3796 EB3796'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3796'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3798 *********************************************************************** EB3798 DESIGNATION - BOY EB3798 PID - EB3798 EB3798 STATE/COUNTY- NC/ROBESON EB3798 USGS QUAD - ROWLAND (1982) EB3798 EB3798 *CURRENT SURVEY CONTROL EB3798 ___________________________________________________________________ EB3798* NAD 83(1986)- 34 32 06.91737(N) 079 15 04.42569(W) ADJUSTED EB3798* NAVD 88 - 45.4 (meters) 149. (feet) VERTCON EB3798 ___________________________________________________________________ EB3798 LAPLACE CORR- -4.64 (seconds) DEFLEC99 EB3798 GEOID HEIGHT- -33.15 (meters) GEOID03 EB3798 EB3798 HORZ ORDER - SECOND EB3798 EB3798.The North Carolina HARNS have been completed but, EB3798.due to contractual restrictions, coordinates for these stations EB3798.will NOT be published in the near future. In the interim, the EB3798.published coordinates in North Carolina will not be EB3798.consistent with the Continuously Operating Reference Stations EB3798.(CORS). The HARN coordinates for these stations are available EB3798.upon request. Contact Gary Thompson(919-733-3836). EB3798. EB3798.In addition, the published North Carolina positions EB3798.(NAD 83 (1986)) are NOT consistent with those determined in EB3798.adjacent state readjustments. The discontinuity between stations EB3798.located in North Carolina and those in adjacent states EB3798.which have been adjusted to the HARN may be as much as 5 EB3798.decimeters. This will result in a significant loss of accuracy EB3798.over lines crossing such state borders. EB3798 EB3798 EB3798.The horizontal coordinates were established by classical geodetic methods EB3798.and adjusted by the National Geodetic Survey in April 1991. EB3798 EB3798.The NAVD 88 height was computed by applying the VERTCON shift value to EB3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3798 EB3798.The Laplace correction was computed from DEFLEC99 derived deflections. EB3798 EB3798.The geoid height was determined by GEOID03. EB3798 EB3798; North East Units Scale Factor Converg. EB3798;SPC NC - 87,139.296 586,539.211 MT 0.99995020 -0 08 42.0 EB3798;SPC NC - 285,889.51 1,924,337.39 sFT 0.99995020 -0 08 42.0 EB3798;SPC SC - 300,998.657 770,116.945 MT 0.99990770 +0 58 10.3 EB3798;SPC SC - 987,528.40 2,526,630.40 iFT 0.99990770 +0 58 10.3 EB3798;UTM 17 - 3,822,895.267 660,484.183 MT 0.99991746 +0 59 29.8 EB3798 EB3798! - Elev Factor x Scale Factor = Combined Factor EB3798!SPC NC - 0.99999808 x 0.99995020 = 0.99994828 EB3798!SPC SC - 0.99999808 x 0.99990770 = 0.99990578 EB3798!UTM 17 - 0.99999808 x 0.99991746 = 0.99991554 EB3798 EB3798 SUPERSEDED SURVEY CONTROL EB3798 EB3798 NGVD 29 (04/22/91) 45.7 (m) 150. (f) VERT ANG EB3798 EB3798.Superseded values are not recommended for survey control. EB3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3798.See file dsdata.txt to determine how the superseded data were derived. EB3798 EB3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6048422895(NAD 83) EB3798_MARKER: DE = TRAVERSE STATION DISK EB3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3798_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3798_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3798+STABILITY: SURFACE MOTION EB3798 EB3798 HISTORY - Date Condition Report By EB3798 HISTORY - 1977 MONUMENTED NCGS EB3798 EB3798 STATION DESCRIPTION EB3798 EB3798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3798'THE STATION IS LOCATED APPROXMATELY 2.3 MILES EAST OF ROWLAND AND EB3798'4.5 MILES WEST-SOUTHWEST OF MCDONALD. EB3798' EB3798'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 130 SOUTHEAST OF EB3798'ROWLAND, PROCEED NORTHEAST ALONG I 95 FOR 1.7 MILES TO SR 2459 EB3798'OVERPASS AND STATION AT THE NORTHWEST CORNER OF BRIDGE. EB3798' EB3798'STATION MARK IS A STANDARD DISK STAMPED---BOY 1977---SET IN TOP OF EB3798'CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS EB3798'15.2 FEET WEST-SOUTHWEST OF CENTERLINE OF SR 2459, 47.2 FEET NORTHWEST EB3798'OF NORTHWEST END OF BRIDGE RAIL, 4.1 FEET NORTH-NORTHEAST OF TENTH EB3798'GUARD RAIL POST AND 4.2 FEET SOUTHEAST OF ELEVENTH GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3799. EB3799.In addition, the published North 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 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;SPC NC - 381,240.57 1,943,454.74 sFT 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 = OCTOBER 5, 2005 EB3800 *********************************************************************** EB3800 DESIGNATION - BRANCH EB3800 PID - EB3800 EB3800 STATE/COUNTY- NC/ROBESON EB3800 USGS QUAD - FAIR BLUFF (1982) EB3800 EB3800 *CURRENT SURVEY CONTROL EB3800 ___________________________________________________________________ EB3800* NAD 83(1986)- 34 19 53.42554(N) 079 03 07.94398(W) ADJUSTED EB3800* NAVD 88 - 20.3 (meters) 67. (feet) VERTCON EB3800 ___________________________________________________________________ EB3800 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EB3800 GEOID HEIGHT- -33.77 (meters) GEOID03 EB3800 EB3800 HORZ ORDER - SECOND EB3800 EB3800.The North Carolina HARNS have been completed but, EB3800.due to contractual restrictions, coordinates for these stations EB3800.will NOT be published in the near future. In the interim, the EB3800.published coordinates in North Carolina will not be EB3800.consistent with the Continuously Operating Reference Stations EB3800.(CORS). The HARN coordinates for these stations are available EB3800.upon request. Contact Gary Thompson(919-733-3836). EB3800. EB3800.In addition, the published North Carolina positions EB3800.(NAD 83 (1986)) are NOT consistent with those determined in EB3800.adjacent state readjustments. The discontinuity between stations EB3800.located in North Carolina and those in adjacent states EB3800.which have been adjusted to the HARN may be as much as 5 EB3800.decimeters. This will result in a significant loss of accuracy EB3800.over lines crossing such state borders. EB3800 EB3800 EB3800.The horizontal coordinates were established by classical geodetic methods EB3800.and adjusted by the National Geodetic Survey in April 1991. EB3800 EB3800.The NAVD 88 height was computed by applying the VERTCON shift value to EB3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3800 EB3800.The Laplace correction was computed from DEFLEC99 derived deflections. EB3800 EB3800.The geoid height was determined by GEOID03. EB3800 EB3800; North East Units Scale Factor Converg. EB3800;SPC NC - 64,510.174 604,796.933 MT 1.00000051 -0 01 48.5 EB3800;SPC NC - 211,647.13 1,984,237.94 sFT 1.00000051 -0 01 48.5 EB3800;SPC SC - 278,730.237 788,808.779 MT 0.99986029 +1 04 47.5 EB3800;SPC SC - 914,469.28 2,587,955.31 iFT 0.99986029 +1 04 47.5 EB3800;UTM 17 - 3,800,631.953 679,185.395 MT 0.99999578 +1 05 55.7 EB3800 EB3800! - Elev Factor x Scale Factor = Combined Factor EB3800!SPC NC - 1.00000212 x 1.00000051 = 1.00000263 EB3800!SPC SC - 1.00000212 x 0.99986029 = 0.99986241 EB3800!UTM 17 - 1.00000212 x 0.99999578 = 0.99999790 EB3800 EB3800 SUPERSEDED SURVEY CONTROL EB3800 EB3800 NGVD 29 (04/22/91) 20.6 (m) 68. (f) VERT ANG EB3800 EB3800.Superseded values are not recommended for survey control. EB3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3800.See file dsdata.txt to determine how the superseded data were derived. EB3800 EB3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7918500632(NAD 83) EB3800_MARKER: DE = TRAVERSE STATION DISK EB3800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3800_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3800_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3800+STABILITY: SURFACE MOTION EB3800 EB3800 HISTORY - Date Condition Report By EB3800 HISTORY - 1977 MONUMENTED NCGS EB3800 EB3800 STATION DESCRIPTION EB3800 EB3800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3800'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF MARIETTA EB3800'AND 1.6 MILE NORTHWEST OF FAIR BLUFF. EB3800' EB3800'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB3800'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 1.5 MILE TO STATION IN RIGHT EB3800'SHOULDER, 0.1 MILE SOUTHEAST OF A BRIDGE AND 0.75 MILE SOUTHEAST OF EB3800'SR 2256 LEADING NORTHEAST. EB3800' EB3800'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1977---SET IN THE EB3800'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3800'SURFACE. THE MARK IS 19.2 FEET NORTHEAST OF CENTERLINE OF NC 904, EB3800'314.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BRIDGE RAIL, 25.0 FEET EB3800'WEST OF A 4 INCH MAPLE, 32.1 FEET SOUTH-SOUTHWEST OF A 6 INCH MAPLE, EB3800'35.6 FEET WEST-NORTHWEST OF A 10 INCH GUM, 58.9 FEET EAST-NORTHEAST EB3800'OF A 16 INCH OAK AND 59.5 FEET NORTHEAST OF A 10 INCH GUM ALL WITH EB3800'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2638 *********************************************************************** EB2638 DESIGNATION - BRITT EB2638 PID - EB2638 EB2638 STATE/COUNTY- NC/ROBESON EB2638 USGS QUAD - FAIRMONT (1962) EB2638 EB2638 *CURRENT SURVEY CONTROL EB2638 ___________________________________________________________________ EB2638* NAD 83(1986)- 34 29 44.25546(N) 079 06 50.67550(W) ADJUSTED EB2638* NAVD 88 - 46. (meters) 151. (feet) VERTCON EB2638 ___________________________________________________________________ EB2638 LAPLACE CORR- -5.05 (seconds) DEFLEC99 EB2638 GEOID HEIGHT- -33.60 (meters) GEOID03 EB2638 EB2638 HORZ ORDER - SECOND EB2638 EB2638.The North Carolina HARNS have been completed but, EB2638.due to contractual restrictions, coordinates for these stations EB2638.will NOT be published in the near future. In the interim, the EB2638.published coordinates in North Carolina will not be EB2638.consistent with the Continuously Operating Reference Stations EB2638.(CORS). The HARN coordinates for these stations are available EB2638.upon request. Contact Gary Thompson(919-733-3836). EB2638. EB2638.In addition, the published North Carolina positions EB2638.(NAD 83 (1986)) are NOT consistent with those determined in EB2638.adjacent state readjustments. The discontinuity between stations EB2638.located in North Carolina and those in adjacent states EB2638.which have been adjusted to the HARN may be as much as 5 EB2638.decimeters. This will result in a significant loss of accuracy EB2638.over lines crossing such state borders. EB2638 EB2638 EB2638.The horizontal coordinates were established by classical geodetic methods EB2638.and adjusted by the National Geodetic Survey in July 1986. EB2638 EB2638.The NAVD 88 height was computed by applying the VERTCON shift value to EB2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2638 EB2638.The Laplace correction was computed from DEFLEC99 derived deflections. EB2638 EB2638.The geoid height was determined by GEOID03. EB2638 EB2638; North East Units Scale Factor Converg. EB2638;SPC NC - 82,720.297 599,124.319 MT 0.99995901 -0 03 57.0 EB2638;SPC NC - 271,391.51 1,965,627.04 sFT 0.99995901 -0 03 57.0 EB2638;SPC SC - 296,825.155 782,784.852 MT 0.99989749 +1 02 44.0 EB2638;SPC SC - 973,835.81 2,568,191.77 iFT 0.99989749 +1 02 44.0 EB2638;UTM 17 - 3,818,726.561 673,154.240 MT 0.99996957 +1 04 06.0 EB2638 EB2638! - Elev Factor x Scale Factor = Combined Factor EB2638!SPC NC - 0.99999810 x 0.99995901 = 0.99995711 EB2638!SPC SC - 0.99999810 x 0.99989749 = 0.99989559 EB2638!UTM 17 - 0.99999810 x 0.99996957 = 0.99996767 EB2638 EB2638: Primary Azimuth Mark Grid Az EB2638:SPC NC - TURNERS 297 33 33.1 EB2638:SPC SC - TURNERS 296 26 52.1 EB2638:UTM 17 - TURNERS 296 25 30.1 EB2638 EB2638|---------------------------------------------------------------------| EB2638| PID Reference Object Distance Geod. Az | EB2638| dddmmss.s | EB2638| EB2655 OFFICE 171.010 METERS 15127 | EB2638| EB2605 TURNERS APPROX. 1.6 KM 2972936.1 | EB2638|---------------------------------------------------------------------| EB2638 EB2638 SUPERSEDED SURVEY CONTROL EB2638 EB2638 NAD 27 - 34 29 43.66907(N) 079 06 51.54733(W) AD( ) 2 EB2638 NGVD 29 (07/19/86) 46. (m) 151. (f) VERT ANG EB2638 EB2638.Superseded values are not recommended for survey control. EB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2638.See file dsdata.txt to determine how the superseded data were derived. EB2638 EB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7315418727(NAD 83) EB2638_MARKER: DE = TRAVERSE STATION DISK EB2638_SETTING: 0 = UNSPECIFIED SETTING EB2638_STAMPING: BRITT 1966 EB2638_MARK LOGO: NCGS EB2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB2638 EB2638 HISTORY - Date Condition Report By EB2638 HISTORY - 1966 MONUMENTED NCGS EB2638 EB2638 STATION DESCRIPTION EB2638 EB2638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2638'BRITT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2638'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2638' EB2638'BRITT IS LOCATED IN FAIRMONT AT INTERSECTION OF NC 41 AND NC EB2638'130. STATION IS LOCATED ON ROOF OF FAIRMONT TIRE AND RECAPPING EB2638'BUILDING AT INTERSECTION OF NC 41 AND NC 130. EB2638' EB2638'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2638'BRITT 1966, SET IN TOP OF ROOF OF BUILDING. STATION IS FLUSH EB2638'WITH THE ROOF. EB2638' EB2638'MARK IS EB2638' EB2638'67.9 FT ESE OF RM 1, A STANDARD NCGS REFERENCE DISK SET IN EB2638'THE SW QUADRANT OF NC 41 AND NC 130 IN CONCRETE SIDEWALK FLUSH EB2638'WITH SURFACE EB2638' EB2638'7.2 FT E OF WEST COPING EB2638' EB2638'7.8 FT S OF NORTH COPING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2607 *********************************************************************** EB2607 DESIGNATION - BROKE EB2607 PID - EB2607 EB2607 STATE/COUNTY- NC/ROBESON EB2607 USGS QUAD - PEMBROKE (1982) EB2607 EB2607 *CURRENT SURVEY CONTROL EB2607 ___________________________________________________________________ EB2607* NAD 83(1986)- 34 40 52.38217(N) 079 11 29.91926(W) ADJUSTED EB2607* NAVD 88 - 52.43 (+/-2cm) 172.0 (feet) VERTCON EB2607 ___________________________________________________________________ EB2607 LAPLACE CORR- -5.20 (seconds) DEFLEC99 EB2607 GEOID HEIGHT- -33.17 (meters) GEOID03 EB2607 EB2607 HORZ ORDER - SECOND EB2607 VERT ORDER - THIRD ? (See Below) EB2607 EB2607.The North Carolina HARNS have been completed but, EB2607.due to contractual restrictions, coordinates for these stations EB2607.will NOT be published in the near future. In the interim, the EB2607.published coordinates in North Carolina will not be EB2607.consistent with the Continuously Operating Reference Stations EB2607.(CORS). The HARN coordinates for these stations are available EB2607.upon request. Contact Gary Thompson(919-733-3836). EB2607. EB2607.In addition, the published North Carolina positions EB2607.(NAD 83 (1986)) are NOT consistent with those determined in EB2607.adjacent state readjustments. The discontinuity between stations EB2607.located in North Carolina and those in adjacent states EB2607.which have been adjusted to the HARN may be as much as 5 EB2607.decimeters. This will result in a significant loss of accuracy EB2607.over lines crossing such state borders. EB2607 EB2607 EB2607.The horizontal coordinates were established by classical geodetic methods EB2607.and adjusted by the National Geodetic Survey in July 1986. EB2607 EB2607.The NAVD 88 height was computed by applying the VERTCON shift value to EB2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2607.The vertical order pertains to the NGVD 29 superseded value. EB2607 EB2607.The Laplace correction was computed from DEFLEC99 derived deflections. EB2607 EB2607.The geoid height was determined by GEOID03. EB2607 EB2607; North East Units Scale Factor Converg. EB2607;SPC NC - 103,318.133 592,040.174 MT 0.99992183 -0 06 38.2 EB2607;SPC NC - 338,969.57 1,942,385.14 sFT 0.99992183 -0 06 38.2 EB2607;UTM 17 - 3,839,180.058 665,662.645 MT 0.99993827 +1 01 45.1 EB2607 EB2607! - Elev Factor x Scale Factor = Combined Factor EB2607!SPC NC - 0.99999698 x 0.99992183 = 0.99991881 EB2607!UTM 17 - 0.99999698 x 0.99993827 = 0.99993525 EB2607 EB2607: Primary Azimuth Mark Grid Az EB2607:SPC NC - MOSS 113 30 02.6 EB2607:UTM 17 - MOSS 112 21 39.3 EB2607 EB2607|---------------------------------------------------------------------| EB2607| PID Reference Object Distance Geod. Az | EB2607| dddmmss.s | EB2607| EB2610 MOSS APPROX. 3.9 KM 1132324.4 | EB2607|---------------------------------------------------------------------| EB2607 EB2607 SUPERSEDED SURVEY CONTROL EB2607 EB2607 NAD 27 - 34 40 51.79752(N) 079 11 30.78372(W) AD( ) 2 EB2607 NGVD 29 (07/19/86) 52.71 (m) 172.9 (f) LEVELING 3 EB2607 EB2607.Superseded values are not recommended for survey control. EB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2607.See file dsdata.txt to determine how the superseded data were derived. EB2607 EB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6566339180(NAD 83) EB2607_MARKER: DE = TRAVERSE STATION DISK EB2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2607_STAMPING: BROKE 1965 EB2607_MARK LOGO: NCGS EB2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2607+STABILITY: SURFACE MOTION EB2607 EB2607 HISTORY - Date Condition Report By EB2607 HISTORY - 1965 MONUMENTED NCGS EB2607 HISTORY - 1971 MARK NOT FOUND USGS EB2607 EB2607 STATION DESCRIPTION EB2607 EB2607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2607'BROKE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2607'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2607' EB2607'BROKE IS 11.2 MILES WNW OF LUMBERTON. LOCATED IN THE CENTER EB2607'OF PEMBROKE IN THE NE QUADRANT OF THE CROSSING OF THE ACL RR EB2607'AND THE SAL RR. STATION IS IN THE NW QUADRANT OF THE CROSSING EB2607'OF MAIN STREET AND THE SAL RR. EB2607' EB2607'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB2607'BROKE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2607'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2607' EB2607'MARK IS EB2607' EB2607'3.9 FT NE OF E RAIL OF SAL RR EB2607' EB2607'34.8 FT SW OF TP ISXSL WITH ALUMINUM REF. TAG EB2607' EB2607'13.8 FT W OF C/L OF MAIN ST. (SR 1563) EB2607' EB2607'32.5 FT SW OF NW CORNER OF 5 FT X 10 FT METAL BUILDING EB2607' EB2607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2607 EB2607 STATION RECOVERY (1971) EB2607 EB2607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2607'STATION WAS SEARCHED FOR AND NOT FOUND. STATION WAS PROBABLY EB2607'DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3801 *********************************************************************** EB3801 DESIGNATION - BUIE EB3801 PID - EB3801 EB3801 STATE/COUNTY- NC/ROBESON EB3801 USGS QUAD - RED SPRINGS (1974) EB3801 EB3801 *CURRENT SURVEY CONTROL EB3801 ___________________________________________________________________ EB3801* NAD 83(1986)- 34 45 39.73539(N) 079 10 33.05142(W) ADJUSTED EB3801* NAVD 88 - 56.6 (meters) 186. (feet) VERTCON EB3801 ___________________________________________________________________ EB3801 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EB3801 GEOID HEIGHT- -33.08 (meters) GEOID03 EB3801 EB3801 HORZ ORDER - SECOND EB3801 EB3801.The North Carolina HARNS have been completed but, EB3801.due to contractual restrictions, coordinates for these stations EB3801.will NOT be published in the near future. In the interim, the EB3801.published coordinates in North Carolina will not be EB3801.consistent with the Continuously Operating Reference Stations EB3801.(CORS). The HARN coordinates for these stations are available EB3801.upon request. Contact Gary Thompson(919-733-3836). EB3801. EB3801.In addition, the published North Carolina positions EB3801.(NAD 83 (1986)) are NOT consistent with those determined in EB3801.adjacent state readjustments. The discontinuity between stations EB3801.located in North Carolina and those in adjacent states EB3801.which have been adjusted to the HARN may be as much as 5 EB3801.decimeters. This will result in a significant loss of accuracy EB3801.over lines crossing such state borders. EB3801 EB3801 EB3801.The horizontal coordinates were established by classical geodetic methods EB3801.and adjusted by the National Geodetic Survey in April 1991. EB3801 EB3801.The NAVD 88 height was computed by applying the VERTCON shift value to EB3801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3801 EB3801.The Laplace correction was computed from DEFLEC99 derived deflections. EB3801 EB3801.The geoid height was determined by GEOID03. EB3801 EB3801; North East Units Scale Factor Converg. EB3801;SPC NC - 112,169.597 593,503.357 MT 0.99990903 -0 06 05.4 EB3801;SPC NC - 368,009.75 1,947,185.60 sFT 0.99990903 -0 06 05.4 EB3801;UTM 17 - 3,848,059.126 666,949.344 MT 0.99994354 +1 02 25.0 EB3801 EB3801! - Elev Factor x Scale Factor = Combined Factor EB3801!SPC NC - 0.99999631 x 0.99990903 = 0.99990534 EB3801!UTM 17 - 0.99999631 x 0.99994354 = 0.99993985 EB3801 EB3801 SUPERSEDED SURVEY CONTROL EB3801 EB3801 NGVD 29 (04/22/91) 56.9 (m) 187. (f) VERT ANG EB3801 EB3801.Superseded values are not recommended for survey control. EB3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3801.See file dsdata.txt to determine how the superseded data were derived. EB3801 EB3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6694948059(NAD 83) EB3801_MARKER: DE = TRAVERSE STATION DISK EB3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3801_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3801_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3801+STABILITY: SURFACE MOTION EB3801 EB3801 HISTORY - Date Condition Report By EB3801 HISTORY - 1977 MONUMENTED NCGS EB3801 HISTORY - 19970426 GOOD USPSQD EB3801 EB3801 STATION DESCRIPTION EB3801 EB3801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3801'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF RED SPRINGS EB3801'AND 0.4 MILES WEST-NORTHWEST OF PHILADELPHUS. EB3801' EB3801'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2.0 MILES EB3801'SOUTH OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 1.45 MILES TO EB3801'SR 1318 CROSSROADS, THENCE SOUTHEAST ALONG SR 1318 FOR 1.75 MILES TO EB3801'STATION IN LEFT SHOULDER IN FRONT OF THE JOHN PAT BUIE RESIDENCE AND EB3801'0.4 MILE NORTHWEST OF INTERSECTION WITH NC 72. EB3801' EB3801'STATION MARK IS A STANDARD DISK STAMPED---BUIE 1977---SET IN THE TOP EB3801'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3801'THE MARK IS 14.1 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1318, 13.4 EB3801'FEET SOUTH OF A 20 INCH HICKORY WITH REFERENCE TAG, 17.7 FEET EB3801'SOUTHWEST OF AN 8 INCH HICKORY WITH REFERENCE TAG, 16.0 FEET EB3801'WEST-SOUTHWEST OF AN 18 INCH HICKORY WITH REFERENCE TAG AND 70.7 FEET EB3801'SOUTHEAST OF TELEPHONE POLE PEDESTAL R170N. EB3801 EB3801 STATION RECOVERY (1997) EB3801 EB3801'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3801'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3802 *********************************************************************** EB3802 DESIGNATION - BULK EB3802 PID - EB3802 EB3802 STATE/COUNTY- NC/ROBESON EB3802 USGS QUAD - ROWLAND (1982) EB3802 EB3802 *CURRENT SURVEY CONTROL EB3802 ___________________________________________________________________ EB3802* NAD 83(1986)- 34 36 39.73739(N) 079 15 28.02761(W) ADJUSTED EB3802* NAVD 88 - 45.9 (meters) 151. (feet) VERTCON EB3802 ___________________________________________________________________ EB3802 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB3802 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3802 EB3802 HORZ ORDER - SECOND EB3802 EB3802.The North Carolina HARNS have been completed but, EB3802.due to contractual restrictions, coordinates for these stations EB3802.will NOT be published in the near future. In the interim, the EB3802.published coordinates in North Carolina will not be EB3802.consistent with the Continuously Operating Reference Stations EB3802.(CORS). The HARN coordinates for these stations are available EB3802.upon request. Contact Gary Thompson(919-733-3836). EB3802. EB3802.In addition, the published North Carolina positions EB3802.(NAD 83 (1986)) are NOT consistent with those determined in EB3802.adjacent state readjustments. The discontinuity between stations EB3802.located in North Carolina and those in adjacent states EB3802.which have been adjusted to the HARN may be as much as 5 EB3802.decimeters. This will result in a significant loss of accuracy EB3802.over lines crossing such state borders. EB3802 EB3802 EB3802.The horizontal coordinates were established by classical geodetic methods EB3802.and adjusted by the National Geodetic Survey in April 1991. EB3802 EB3802.The NAVD 88 height was computed by applying the VERTCON shift value to EB3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3802 EB3802.The Laplace correction was computed from DEFLEC99 derived deflections. EB3802 EB3802.The geoid height was determined by GEOID03. EB3802 EB3802; North East Units Scale Factor Converg. EB3802;SPC NC - 95,547.182 585,959.215 MT 0.99993467 -0 08 55.6 EB3802;SPC NC - 313,474.38 1,922,434.52 sFT 0.99993467 -0 08 55.6 EB3802;UTM 17 - 3,831,289.760 659,737.395 MT 0.99991451 +0 59 23.2 EB3802 EB3802! - Elev Factor x Scale Factor = Combined Factor EB3802!SPC NC - 0.99999799 x 0.99993467 = 0.99993266 EB3802!UTM 17 - 0.99999799 x 0.99991451 = 0.99991250 EB3802 EB3802 SUPERSEDED SURVEY CONTROL EB3802 EB3802 NGVD 29 (04/22/91) 46.1 (m) 151. (f) VERT ANG EB3802 EB3802.Superseded values are not recommended for survey control. EB3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3802.See file dsdata.txt to determine how the superseded data were derived. EB3802 EB3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5973731290(NAD 83) EB3802_MARKER: DE = TRAVERSE STATION DISK EB3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3802_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3802_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3802+STABILITY: SURFACE MOTION EB3802 EB3802 HISTORY - Date Condition Report By EB3802 HISTORY - 1977 MONUMENTED NCGS EB3802 EB3802 STATION DESCRIPTION EB3802 EB3802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3802'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE WEST OF ELROD AND 6.0 EB3802'MILES SOUTHWEST OF PEMBROKE. EB3802' EB3802'TO REACH STATION FROM US 74 AND NC 710 CROSSROADS SOUTHWEST OF EB3802'PEMBROKE, PROCEED SOUTH ALONG NC 710 FOR 4.55 MILES TO SR 1178 ON EB3802'RIGHT AND STATION ON NORTHWEST SIDE OF INTERSECTION SHOULDER. EB3802' EB3802'STATION MARK IS A STANDARD DISK STAMPED---BULK 1977---SET IN THE TOP EB3802'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3802'THE MARK IS 38.6 FEET WEST-NORTHWEST OF CENTERLINE OF NC 710, 38.8 EB3802'FEET NORTHEAST OF CENTERLINE OF SR 1178, 61.0 FEET SOUTHEAST OF EB3802'SOUTHEAST CORNER METAL FENCE POST, 126.7 FEET SOUTH OF NORTHEAST EB3802'CORNER METAL FENCE POST, 119.5 FEET NORTH OF TELEPHONE POLE PEDESTAL EB3802'P 126 AND 100.4 FEET NORTHWEST OF ROAD SIGN WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3803 *********************************************************************** EB3803 DESIGNATION - BULLOCK EB3803 PID - EB3803 EB3803 STATE/COUNTY- NC/ROBESON EB3803 USGS QUAD - GADDYSVILLE (1962) EB3803 EB3803 *CURRENT SURVEY CONTROL EB3803 ___________________________________________________________________ EB3803* NAD 83(1986)- 34 28 52.02695(N) 079 09 58.47664(W) ADJUSTED EB3803* NAVD 88 - 40.0 (meters) 131. (feet) VERTCON EB3803 ___________________________________________________________________ EB3803 LAPLACE CORR- -4.63 (seconds) DEFLEC99 EB3803 GEOID HEIGHT- -33.42 (meters) GEOID03 EB3803 EB3803 HORZ ORDER - SECOND EB3803 EB3803.The North Carolina HARNS have been completed but, EB3803.due to contractual restrictions, coordinates for these stations EB3803.will NOT be published in the near future. In the interim, the EB3803.published coordinates in North Carolina will not be EB3803.consistent with the Continuously Operating Reference Stations EB3803.(CORS). The HARN coordinates for these stations are available EB3803.upon request. Contact Gary Thompson(919-733-3836). EB3803. EB3803.In addition, the published North Carolina positions EB3803.(NAD 83 (1986)) are NOT consistent with those determined in EB3803.adjacent state readjustments. The discontinuity between stations EB3803.located in North Carolina and those in adjacent states EB3803.which have been adjusted to the HARN may be as much as 5 EB3803.decimeters. This will result in a significant loss of accuracy EB3803.over lines crossing such state borders. EB3803 EB3803 EB3803.The horizontal coordinates were established by classical geodetic methods EB3803.and adjusted by the National Geodetic Survey in April 1991. EB3803 EB3803.The NAVD 88 height was computed by applying the VERTCON shift value to EB3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3803 EB3803.The Laplace correction was computed from DEFLEC99 derived deflections. EB3803 EB3803.The geoid height was determined by GEOID03. EB3803 EB3803; North East Units Scale Factor Converg. EB3803;SPC NC - 81,117.745 594,330.560 MT 0.99996235 -0 05 45.4 EB3803;SPC NC - 266,133.80 1,949,899.51 sFT 0.99996235 -0 05 45.4 EB3803;UTM 17 - 3,817,029.432 668,393.149 MT 0.99994953 +1 02 18.2 EB3803 EB3803! - Elev Factor x Scale Factor = Combined Factor EB3803!SPC NC - 0.99999897 x 0.99996235 = 0.99996132 EB3803!UTM 17 - 0.99999897 x 0.99994953 = 0.99994850 EB3803 EB3803 SUPERSEDED SURVEY CONTROL EB3803 EB3803 NGVD 29 (04/22/91) 40.3 (m) 132. (f) VERT ANG EB3803 EB3803.Superseded values are not recommended for survey control. EB3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3803.See file dsdata.txt to determine how the superseded data were derived. EB3803 EB3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6839317029(NAD 83) EB3803_MARKER: DE = TRAVERSE STATION DISK EB3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3803_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3803_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3803+STABILITY: SURFACE MOTION EB3803 EB3803 HISTORY - Date Condition Report By EB3803 HISTORY - 1977 MONUMENTED NCGS EB3803 EB3803 STATION DESCRIPTION EB3803 EB3803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3803'STATION IS LOCATED APPROXIMATELY 3.2 MILES WEST-SOUTHWEST OF FAIRMONT EB3803'AND 5.1 MILES SOUTH OF MCDONALD. EB3803'TO REACH STATION FROM INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST EB3803'OF FAIRMONT, PROCEED WEST ALONG NC 130 FOR 0.75 MILE TO STATION ON EB3803'LEFT AT DRIVEWAY TO BULLOCK HOME AT WEST END OF DRIVE AT END OF ROW OF EB3803'PINES AND 250 FEET EAST OF SR 2451 SOUTH. EB3803' EB3803'STATION MARK IS A STANDARD DISK STAMPED---BULLOCK 1977---SET IN TOP OF EB3803'CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. MARK IS 35.0 FEET EB3803'SOUTH OF NC 130 CENTERLINE, 11.1 FEET WEST OF DRIVE CENTERLINE, 32.3 EB3803'FEET NORTHWEST OF 20 INCH PINE WITH TAG, 63.8 FEET NORTHWEST OF POWER EB3803'POLE 1556 WITH TAG AND 25.9 FEET NORTH OF 18 INCH PINE WITH TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2579 *********************************************************************** EB2579 DESIGNATION - BUNTING EB2579 PID - EB2579 EB2579 STATE/COUNTY- NC/ROBESON EB2579 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2579 EB2579 *CURRENT SURVEY CONTROL EB2579 ___________________________________________________________________ EB2579* NAD 83(1986)- 34 38 20.51446(N) 079 04 21.66177(W) ADJUSTED EB2579* NAVD 88 - 42.5 (meters) 139. (feet) VERTCON EB2579 ___________________________________________________________________ EB2579 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EB2579 GEOID HEIGHT- -33.67 (meters) GEOID03 EB2579 EB2579 HORZ ORDER - SECOND EB2579 EB2579.The North Carolina HARNS have been completed but, EB2579.due to contractual restrictions, coordinates for these stations EB2579.will NOT be published in the near future. In the interim, the EB2579.published coordinates in North Carolina will not be EB2579.consistent with the Continuously Operating Reference Stations EB2579.(CORS). The HARN coordinates for these stations are available EB2579.upon request. Contact Gary Thompson(919-733-3836). EB2579. EB2579.In addition, the published North Carolina positions EB2579.(NAD 83 (1986)) are NOT consistent with those determined in EB2579.adjacent state readjustments. The discontinuity between stations EB2579.located in North Carolina and those in adjacent states EB2579.which have been adjusted to the HARN may be as much as 5 EB2579.decimeters. This will result in a significant loss of accuracy EB2579.over lines crossing such state borders. EB2579 EB2579 EB2579.The horizontal coordinates were established by classical geodetic methods EB2579.and adjusted by the National Geodetic Survey in July 1986. EB2579 EB2579.The NAVD 88 height was computed by applying the VERTCON shift value to EB2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2579 EB2579.The Laplace correction was computed from DEFLEC99 derived deflections. EB2579 EB2579.The geoid height was determined by GEOID03. EB2579 EB2579; North East Units Scale Factor Converg. EB2579;SPC NC - 98,624.151 602,937.512 MT 0.99992937 -0 02 31.0 EB2579;SPC NC - 323,569.40 1,978,137.49 sFT 0.99992937 -0 02 31.0 EB2579;UTM 17 - 3,834,703.420 676,651.511 MT 0.99998464 +1 05 44.8 EB2579 EB2579! - Elev Factor x Scale Factor = Combined Factor EB2579!SPC NC - 0.99999861 x 0.99992937 = 0.99992798 EB2579!UTM 17 - 0.99999861 x 0.99998464 = 0.99998325 EB2579 EB2579: Primary Azimuth Mark Grid Az EB2579:SPC NC - SAM 112 54 30.7 EB2579:UTM 17 - SAM 111 46 14.9 EB2579 EB2579|---------------------------------------------------------------------| EB2579| PID Reference Object Distance Geod. Az | EB2579| dddmmss.s | EB2579| EB2588 SAM APPROX. 3.3 KM 1125159.7 | EB2579|---------------------------------------------------------------------| EB2579 EB2579 SUPERSEDED SURVEY CONTROL EB2579 EB2579 NAD 27 - 34 38 19.92613(N) 079 04 22.53560(W) AD( ) 2 EB2579 NGVD 29 (07/19/86) 42.8 (m) 140. (f) VERT ANG EB2579 EB2579.Superseded values are not recommended for survey control. EB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2579.See file dsdata.txt to determine how the superseded data were derived. EB2579 EB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7665234703(NAD 83) EB2579_MARKER: DE = TRAVERSE STATION DISK EB2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2579_STAMPING: BUNTING 1965 EB2579_MARK LOGO: NCGS EB2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2579+STABILITY: SURFACE MOTION EB2579 EB2579 HISTORY - Date Condition Report By EB2579 HISTORY - 1965 MONUMENTED NCGS EB2579 HISTORY - 1971 MARK NOT FOUND USGS EB2579 EB2579 STATION DESCRIPTION EB2579 EB2579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2579'BUNTING IS A N.C. GEODETIC SURVEY TRAVERSE STATION EB2579'ESTABLISHED IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2579' EB2579'BUNTING IS 4.0 MILES WNW OF LUMBERTON. LOCATED ON THE RIGHT EB2579'OF WAY OF THE SEABOARD AIR LINE RR. IN THE SW QUADRANT OF THE EB2579'CROSSING OF NC 72 AND THE RAILROAD. TO REACH THE STATION FROM EB2579'THE Y INTERSECTION OF NC 72 AND NC 711, GO NORTHWEST 1.0 MILE ON EB2579'NC 72 TO THE CROSSING AND STATION. TO REACH THE STATION FROM THE EB2579'CROSSROADS OF NC 72, SR 1549 AND SR 1527, GO SOUTHEAST 0.8 MILES EB2579'ON NC 72 TO THE CROSSING AND STATION. EB2579' EB2579'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2579'BUNTING 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2579'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2579' EB2579'MARK IS EB2579' EB2579'17.2 FT W OF C/L OF NC 72 EB2579' EB2579'12.7 FT SW OF SOUTH RAIL EB2579' EB2579'49.5 FT S OF RR CROSSING LIGHT N OF RR EB2579' EB2579'68.3 FT SE OF RR SWITCHBOX EB2579' EB2579'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2579 EB2579 STATION RECOVERY (1971) EB2579 EB2579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2579'STATION WAS SEARCHED FOR AND NOT FOUND. STATION WAS EB2579'PROBABLY DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3804 *********************************************************************** EB3804 DESIGNATION - BUREAU EB3804 PID - EB3804 EB3804 STATE/COUNTY- NC/ROBESON EB3804 USGS QUAD - ROWLAND (1982) EB3804 EB3804 *CURRENT SURVEY CONTROL EB3804 ___________________________________________________________________ EB3804* NAD 83(1986)- 34 32 42.86138(N) 079 18 14.60453(W) ADJUSTED EB3804* NAVD 88 - 44.3 (meters) 145. (feet) VERTCON EB3804 ___________________________________________________________________ EB3804 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EB3804 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3804 EB3804 HORZ ORDER - SECOND EB3804 EB3804.The North Carolina HARNS have been completed but, EB3804.due to contractual restrictions, coordinates for these stations EB3804.will NOT be published in the near future. In the interim, the EB3804.published coordinates in North Carolina will not be EB3804.consistent with the Continuously Operating Reference Stations EB3804.(CORS). The HARN coordinates for these stations are available EB3804.upon request. Contact Gary Thompson(919-733-3836). EB3804. EB3804.In addition, the published North Carolina positions EB3804.(NAD 83 (1986)) are NOT consistent with those determined in EB3804.adjacent state readjustments. The discontinuity between stations EB3804.located in North Carolina and those in adjacent states EB3804.which have been adjusted to the HARN may be as much as 5 EB3804.decimeters. This will result in a significant loss of accuracy EB3804.over lines crossing such state borders. EB3804 EB3804 EB3804.The horizontal coordinates were established by classical geodetic methods EB3804.and adjusted by the National Geodetic Survey in April 1991. EB3804 EB3804.The NAVD 88 height was computed by applying the VERTCON shift value to EB3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3804 EB3804.The Laplace correction was computed from DEFLEC99 derived deflections. EB3804 EB3804.The geoid height was determined by GEOID03. EB3804 EB3804; North East Units Scale Factor Converg. EB3804;SPC NC - 88,260.394 581,693.235 MT 0.99994805 -0 10 31.8 EB3804;SPC NC - 289,567.64 1,908,438.56 sFT 0.99994805 -0 10 31.8 EB3804;SPC SC - 302,025.192 765,250.264 MT 0.99991035 +0 56 24.8 EB3804;SPC SC - 990,896.30 2,510,663.60 iFT 0.99991035 +0 56 24.8 EB3804;UTM 17 - 3,823,919.943 655,617.115 MT 0.99989849 +0 57 42.8 EB3804 EB3804! - Elev Factor x Scale Factor = Combined Factor EB3804!SPC NC - 0.99999822 x 0.99994805 = 0.99994627 EB3804!SPC SC - 0.99999822 x 0.99991035 = 0.99990857 EB3804!UTM 17 - 0.99999822 x 0.99989849 = 0.99989671 EB3804 EB3804 SUPERSEDED SURVEY CONTROL EB3804 EB3804 NGVD 29 (04/22/91) 44.6 (m) 146. (f) VERT ANG EB3804 EB3804.Superseded values are not recommended for survey control. EB3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3804.See file dsdata.txt to determine how the superseded data were derived. EB3804 EB3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5561723920(NAD 83) EB3804_MARKER: DE = TRAVERSE STATION DISK EB3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3804_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3804_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3804+STABILITY: SURFACE MOTION EB3804 EB3804 HISTORY - Date Condition Report By EB3804 HISTORY - 1977 MONUMENTED NCGS EB3804 EB3804 STATION DESCRIPTION EB3804 EB3804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3804'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTHWEST OF ROWLAND. EB3804' EB3804'TO REACH THE STATION FROM THE INTERSECTION OF NC 130 US 501 WITH US EB3804'301 IN ROWLAND PROCEED NORTHWEST ALONG NC 130 FOR 1.0 MILES TO FIELD EB3804'ROAD ENTRANCE ON LEFT AND 0.3 MILE SOUTHEAST OF INTERSECTION WITH EB3804'NC 710. EB3804' EB3804'STATION MARK IS A STANDARD DISK STAMPED---BUREAU 1977---SET IN THE EB3804'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3804'SURFACE. THE MARK IS 19.3 FEET SOUTHWEST OF CENTERLIN OF US 501, EB3804'37.9 FEET NORTH-NORTHWEST OF CENTERLINE OF A FIELD ROAD, 60.7 FEET EB3804'NORTHWEST OF THE NORTH END OF A CULVERT UNDER DRIVE TO A RESIDENT, EB3804'10.0 FEET NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG, 51.1 FEET EB3804'SOUTHWEST OF A POWER POLE 109 WITH REFERENCE TAG AND 62.0 FEET EB3804'NORTH-NORTHWEST OF A SIGN POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2593 *********************************************************************** EB2593 DESIGNATION - BUS EB2593 PID - EB2593 EB2593 STATE/COUNTY- NC/ROBESON EB2593 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2593 EB2593 *CURRENT SURVEY CONTROL EB2593 ___________________________________________________________________ EB2593* NAD 83(1986)- 34 34 58.14140(N) 079 02 46.64998(W) ADJUSTED EB2593* NAVD 88 - 41.359 (meters) 135.69 (feet) ADJUSTED EB2593 ___________________________________________________________________ EB2593 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB2593 GEOID HEIGHT- -33.82 (meters) GEOID03 EB2593 DYNAMIC HT - 41.319 (meters) 135.56 (feet) COMP EB2593 MODELED GRAV- 979,662.4 (mgal) NAVD 88 EB2593 EB2593 HORZ ORDER - SECOND EB2593 VERT ORDER - SECOND CLASS II EB2593 EB2593.The North Carolina HARNS have been completed but, EB2593.due to contractual restrictions, coordinates for these stations EB2593.will NOT be published in the near future. In the interim, the EB2593.published coordinates in North Carolina will not be EB2593.consistent with the Continuously Operating Reference Stations EB2593.(CORS). The HARN coordinates for these stations are available EB2593.upon request. Contact Gary Thompson(919-733-3836). EB2593. EB2593.In addition, the published North Carolina positions EB2593.(NAD 83 (1986)) are NOT consistent with those determined in EB2593.adjacent state readjustments. The discontinuity between stations EB2593.located in North Carolina and those in adjacent states EB2593.which have been adjusted to the HARN may be as much as 5 EB2593.decimeters. This will result in a significant loss of accuracy EB2593.over lines crossing such state borders. EB2593 EB2593 EB2593.The horizontal coordinates were established by classical geodetic methods EB2593.and adjusted by the National Geodetic Survey in July 1986. EB2593 EB2593.The orthometric height was determined by differential leveling EB2593.and adjusted by the National Geodetic Survey in October 1999. EB2593 EB2593.The Laplace correction was computed from DEFLEC99 derived deflections. EB2593 EB2593.The geoid height was determined by GEOID03. EB2593 EB2593.The dynamic height is computed by dividing the NAVD 88 EB2593.geopotential number by the normal gravity value computed on the EB2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2593.degrees latitude (g = 980.6199 gals.). EB2593 EB2593.The modeled gravity was interpolated from observed gravity values. EB2593 EB2593; North East Units Scale Factor Converg. EB2593;SPC NC - 92,387.013 605,354.257 MT 0.99994025 -0 01 36.2 EB2593;SPC NC - 303,106.39 1,986,066.42 sFT 0.99994025 -0 01 36.2 EB2593;UTM 17 - 3,828,515.115 679,191.668 MT 0.99999579 +1 06 33.2 EB2593 EB2593! - Elev Factor x Scale Factor = Combined Factor EB2593!SPC NC - 0.99999882 x 0.99994025 = 0.99993907 EB2593!UTM 17 - 0.99999882 x 0.99999579 = 0.99999461 EB2593 EB2593: Primary Azimuth Mark Grid Az EB2593:SPC NC - ETHERIDGE 126 46 56.3 EB2593:UTM 17 - ETHERIDGE 125 38 46.9 EB2593 EB2593|---------------------------------------------------------------------| EB2593| PID Reference Object Distance Geod. Az | EB2593| dddmmss.s | EB2593| EB2595 ETHERIDGE APPROX. 1.0 KM 1264520.1 | EB2593|---------------------------------------------------------------------| EB2593 EB2593 SUPERSEDED SURVEY CONTROL EB2593 EB2593 NAD 27 - 34 34 57.54739(N) 079 02 47.52459(W) AD( ) 2 EB2593 NGVD 29 (07/19/86) 41.8 (m) 137. (f) VERT ANG EB2593 EB2593.Superseded values are not recommended for survey control. EB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2593.See file dsdata.txt to determine how the superseded data were derived. EB2593 EB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7919228515(NAD 83) EB2593_MARKER: DE = TRAVERSE STATION DISK EB2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2593_STAMPING: BUS 1965 EB2593_MARK LOGO: NCGS EB2593_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2593+STABILITY: SURFACE MOTION EB2593 EB2593 HISTORY - Date Condition Report By EB2593 HISTORY - 1965 MONUMENTED NCGS EB2593 HISTORY - 1972 MARK NOT FOUND USGS EB2593 HISTORY - 1980 POOR NCGS EB2593 HISTORY - 19890131 GOOD NCGS EB2593 EB2593 STATION DESCRIPTION EB2593 EB2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2593'BUS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2593'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2593' EB2593'BUS IS 3.3 MILES SSW OF LUMBERTON. LOCATED 3.0 MILES S ALONG EB2593'NC 41 FROM INTERSECTION OF NC 41 AND U.S. 74. 0.15 MILE N OF EB2593'INTERSECTION OF NC 41 AND SR 2208. AND ON E SHOULDER OF NC 41. EB2593' EB2593'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2593'BUS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2593'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2593' EB2593'MARK IS EB2593' EB2593'18.6 FT SE OF C/L OF NC 41 EB2593' EB2593'74.5 FT NE OF PP 2 WITH ALUMINUM REF. TAG EB2593' EB2593'50.3 FT SE OF TP 135 WITH ALUMINUM REF. TAG EB2593' EB2593'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2593 EB2593 STATION RECOVERY (1972) EB2593 EB2593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 EB2593'STATION WAS SEARCHED FOR AND NOT FOUND, UNABLE TO LOCATE, MAY EB2593'STILL EXIST. EB2593 EB2593 STATION RECOVERY (1980) EB2593 EB2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) EB2593'THE STATION WAS RECOVERED IN POOR CONDITION. EB2593' EB2593'THE DISK HAS BEEN STRUCK BY HEAVY EQUIPMENT BUT IS SOLID AND APPEARS EB2593'TO BE IN ORIGINAL POSITION. EB2593' EB2593'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES SOUTH-SOUTHWEST OF EB2593'LUMBERTON. EB2593' EB2593'TO REACH STATION FROM THE NC 41 UNDERPASS OF US 74, PROCEED NORTH EB2593'ALONG NC 41 FOR 0.25 MILE TO STATION IN EAST SHOULDER. EB2593' EB2593'STATION MARK IS A STANDARD DISK STAMPED---BUS 1965---SET IN TOP OF EB2593'A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB2593'SURFACE. THE MARK IS 18.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EB2593'74.9 FEET NORTH OF POWER POLE WITH 3 TRANSFORMERS AND A REFERENCE TAG EB2593'AND 96.5 FEET SOUTH OF CABLE WARNING SIGN POST WITH REFERENCE TAG. EB2593 EB2593 STATION RECOVERY (1989) EB2593 EB2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2593'RECOVERED IN GOOD CONDITION. NOTE--TWO NEW REFERENCES FOLLOWS. 16.7 EB2593'FT (5.1 M) WEST-SOUTHWEST OF THE SOUTHWEST END OF A DRIVE CULVERT , EB2593'AND 30.7 FT (9.4 M) NORTH OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3805 *********************************************************************** EB3805 DESIGNATION - BUSH HOG EB3805 PID - EB3805 EB3805 STATE/COUNTY- NC/ROBESON EB3805 USGS QUAD - JOHNS (1971) EB3805 EB3805 *CURRENT SURVEY CONTROL EB3805 ___________________________________________________________________ EB3805* NAD 83(1986)- 34 39 03.57980(N) 079 25 22.10619(W) ADJUSTED EB3805* NAVD 88 - 50.7 (meters) 166. (feet) VERTCON EB3805 ___________________________________________________________________ EB3805 LAPLACE CORR- -3.78 (seconds) DEFLEC99 EB3805 GEOID HEIGHT- -32.53 (meters) GEOID03 EB3805 EB3805 HORZ ORDER - SECOND EB3805 EB3805.The North Carolina HARNS have been completed but, EB3805.due to contractual restrictions, coordinates for these stations EB3805.will NOT be published in the near future. In the interim, the EB3805.published coordinates in North Carolina will not be EB3805.consistent with the Continuously Operating Reference Stations EB3805.(CORS). The HARN coordinates for these stations are available EB3805.upon request. Contact Gary Thompson(919-733-3836). EB3805. EB3805.In addition, the published North Carolina positions EB3805.(NAD 83 (1986)) are NOT consistent with those determined in EB3805.adjacent state readjustments. The discontinuity between stations EB3805.located in North Carolina and those in adjacent states EB3805.which have been adjusted to the HARN may be as much as 5 EB3805.decimeters. This will result in a significant loss of accuracy EB3805.over lines crossing such state borders. EB3805 EB3805 EB3805.The horizontal coordinates were established by classical geodetic methods EB3805.and adjusted by the National Geodetic Survey in April 1991. EB3805 EB3805.The NAVD 88 height was computed by applying the VERTCON shift value to EB3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3805 EB3805.The Laplace correction was computed from DEFLEC99 derived deflections. EB3805 EB3805.The geoid height was determined by GEOID03. EB3805 EB3805; North East Units Scale Factor Converg. EB3805;SPC NC - 100,031.214 570,843.693 MT 0.99992718 -0 14 38.5 EB3805;SPC NC - 328,185.74 1,872,843.02 sFT 0.99992718 -0 14 38.5 EB3805;SPC SC - 313,582.116 754,173.444 MT 0.99994030 +0 52 27.8 EB3805;SPC SC - 1,028,812.72 2,474,322.32 iFT 0.99994030 +0 52 27.8 EB3805;UTM 17 - 3,835,472.044 644,536.359 MT 0.99985749 +0 53 48.9 EB3805 EB3805! - Elev Factor x Scale Factor = Combined Factor EB3805!SPC NC - 0.99999715 x 0.99992718 = 0.99992433 EB3805!SPC SC - 0.99999715 x 0.99994030 = 0.99993745 EB3805!UTM 17 - 0.99999715 x 0.99985749 = 0.99985464 EB3805 EB3805 SUPERSEDED SURVEY CONTROL EB3805 EB3805 NGVD 29 (04/22/91) 51.0 (m) 167. (f) VERT ANG EB3805 EB3805.Superseded values are not recommended for survey control. EB3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3805.See file dsdata.txt to determine how the superseded data were derived. EB3805 EB3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4453635472(NAD 83) EB3805_MARKER: DE = TRAVERSE STATION DISK EB3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3805_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3805+STABILITY: SURFACE MOTION EB3805 EB3805 HISTORY - Date Condition Report By EB3805 HISTORY - 1977 MONUMENTED NCGS EB3805 EB3805 STATION DESCRIPTION EB3805 EB3805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3805'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES SOUTH-SOUTHWEST OF EB3805'MAXTON AND 9.7 MILES NORTHWEST OF PLAINVIEW. EB3805' EB3805'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3805'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.7 MILES TO SR 1104, THENCE EB3805'NORTHWEST ALONG SR 1104 FOR 0.75 MILE TO STATION ON RIGHT AT ENTRANCE EB3805'TO MIDWAY GIN COMPANY. EB3805' EB3805'STATION MARK IS A STANDARD DISK STAMPED---BUSH HOG 1977---SET IN THE EB3805'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3805'THE MARK IS 24.9 FEET NORTHEAST OF CENTERLINE OF SR 1104, 47.4 FEET EB3805'WEST OF POWER POLE WITH REFERENCE TAG, 66.4 FEET NORTH OF TELEPHONE EB3805'PEDESTAL POST WITH REFERENCE TAG, 40.2 FEET NORTHWEST OF CONCRETE EB3805'BOUNDARY MARKER AND 48.9 FEET SOUTH OF MIDWAY GIN SHELTER POST WITH EB3805'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2639 *********************************************************************** EB2639 DESIGNATION - BYRD EB2639 PID - EB2639 EB2639 STATE/COUNTY- NC/ROBESON EB2639 USGS QUAD - FAIRMONT (1962) EB2639 EB2639 *CURRENT SURVEY CONTROL EB2639 ___________________________________________________________________ EB2639* NAD 83(1986)- 34 27 47.93173(N) 079 02 24.23016(W) ADJUSTED EB2639* NAVD 88 - 36.785 (meters) 120.69 (feet) ADJUSTED EB2639 ___________________________________________________________________ EB2639 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB2639 GEOID HEIGHT- -33.80 (meters) GEOID03 EB2639 DYNAMIC HT - 36.750 (meters) 120.57 (feet) COMP EB2639 MODELED GRAV- 979,668.9 (mgal) NAVD 88 EB2639 EB2639 HORZ ORDER - FIRST EB2639 VERT ORDER - SECOND CLASS II EB2639 EB2639.The North Carolina HARNS have been completed but, EB2639.due to contractual restrictions, coordinates for these stations EB2639.will NOT be published in the near future. In the interim, the EB2639.published coordinates in North Carolina will not be EB2639.consistent with the Continuously Operating Reference Stations EB2639.(CORS). The HARN coordinates for these stations are available EB2639.upon request. Contact Gary Thompson(919-733-3836). EB2639. EB2639.In addition, the published North Carolina positions EB2639.(NAD 83 (1986)) are NOT consistent with those determined in EB2639.adjacent state readjustments. The discontinuity between stations EB2639.located in North Carolina and those in adjacent states EB2639.which have been adjusted to the HARN may be as much as 5 EB2639.decimeters. This will result in a significant loss of accuracy EB2639.over lines crossing such state borders. EB2639 EB2639 EB2639.The horizontal coordinates were established by classical geodetic methods EB2639.and adjusted by the National Geodetic Survey in July 1986. EB2639 EB2639.The orthometric height was determined by differential leveling EB2639.and adjusted by the National Geodetic Survey in October 1999. EB2639 EB2639.The Laplace correction was computed from DEFLEC99 derived deflections. EB2639 EB2639.The geoid height was determined by GEOID03. EB2639 EB2639.The dynamic height is computed by dividing the NAVD 88 EB2639.geopotential number by the normal gravity value computed on the EB2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2639.degrees latitude (g = 980.6199 gals.). EB2639 EB2639.The modeled gravity was interpolated from observed gravity values. EB2639 EB2639; North East Units Scale Factor Converg. EB2639;SPC NC - 79,130.732 605,920.261 MT 0.99996654 -0 01 23.2 EB2639;SPC NC - 259,614.74 1,987,923.39 sFT 0.99996654 -0 01 23.2 EB2639;UTM 17 - 3,815,272.044 680,020.001 MT 0.99999946 +1 06 33.8 EB2639 EB2639! - Elev Factor x Scale Factor = Combined Factor EB2639!SPC NC - 0.99999953 x 0.99996654 = 0.99996607 EB2639!UTM 17 - 0.99999953 x 0.99999946 = 0.99999899 EB2639 EB2639: Primary Azimuth Mark Grid Az EB2639:SPC NC - LONG BRANCH RESET 034 08 57.2 EB2639:UTM 17 - LONG BRANCH RESET 033 01 00.2 EB2639 EB2639|---------------------------------------------------------------------| EB2639| PID Reference Object Distance Geod. Az | EB2639| dddmmss.s | EB2639| EB2499 LONG BRANCH RESET APPROX.11.9 KM 0340734.0 | EB2639| EB3183 BYRD RM 1 AZIMUTH 0383939.5 | EB2639| EB3184 BYRD RM 2 33.615 METERS 12620 | EB2639| EB3185 BYRD RM 3 38.583 METERS 26452 | EB2639|---------------------------------------------------------------------| EB2639 EB2639 SUPERSEDED SURVEY CONTROL EB2639 EB2639 NAD 27 - 34 27 47.33830(N) 079 02 25.11020(W) AD( ) 1 EB2639 NGVD 29 (07/19/86) 37.09 (m) 121.7 (f) LEVELING 3 EB2639 EB2639.Superseded values are not recommended for survey control. EB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2639.See file dsdata.txt to determine how the superseded data were derived. EB2639 EB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8002015272(NAD 83) EB2639_MARKER: DS = TRIANGULATION STATION DISK EB2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2639_STAMPING: BYRD 1933 EB2639_MARK LOGO: CGS EB2639_MAGNETIC: N = NO MAGNETIC MATERIAL EB2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2639+STABILITY: SURFACE MOTION EB2639 EB2639 HISTORY - Date Condition Report By EB2639 HISTORY - 1933 MONUMENTED CGS EB2639 HISTORY - 1957 GOOD CGS EB2639 HISTORY - 1966 GOOD NCGS EB2639 HISTORY - 1968 GOOD CGS EB2639 HISTORY - 1977 GOOD NCGS EB2639 HISTORY - 19890301 GOOD NCGS EB2639 EB2639 STATION DESCRIPTION EB2639 EB2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2639'ABOUT 4 MILES EAST OF FAIRMONT, 11 MILES SOUTHWEST OF EB2639'LUMBERTON, 0.8 MILE SOUTH OF PROCTORVILLE, ON LAND OWNED BY EB2639'R. I. BYRD. TO REACH FROM FAIRMONT, GO EAST 5.0 MILES ON EB2639'ROUTE 71 TO RAILROAD CROSSING 0.8 MILE SOUTH OF PROCTORVILLE EB2639'AND STATION SITE. TO REACH FROM A POINT ON ROUTE 20, 0.8 MILE EB2639'WEST OF BRIDGE OVER LUMBER RIVER, GO WEST ABOUT 2 MILES ON EB2639'ROUTE 71 TO ORRUM, AND CONTINUE WEST 1.8 MILES ON ROUTE 71 TO EB2639'SUMMIT OF GRADE JUST WEST OF RAILROAD CROSSING. STATION IS EB2639'ON TOP OF BANK, 35 FEET NORTH OF CENTER LINE OF HIGHWAY, 240 EB2639'FEET WEST OF RAILROAD CROSSING, AND 12 FEET WEST OF THE EB2639'SOUTHWEST CORNER OF GARAGE WHICH IS BETWEEN HIGHWAY AND EB2639'BYRDS HOUSE. SURFACE AND UNDERGROUND MARKS ARE STANDARD EB2639'DISK STATION MARKS IN CONCRETE. UPPER MARK EB2639'PROJECTS 4 INCHES. REFERENCE MARKS ARE STANDARD EB2639'REFERENCE DISKS IN CONCRETE. EB2639'REFERENCE MARK NO. 1 IS 0.15 MILE NORTH EB2639'OF ROUTE 71, 15 FEET EAST OF CENTER LINE OF EB2639'ROAD, 25 FEET SOUTH OF AN EAST-AND-WEST LINE THROUGH EB2639'CENTER OF LARGE CHIMNEY ON SOUTH END OF HOUSE ON EAST SIDE EB2639'OF ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION, BEARING EB2639'N 38 DEG 40 MIN E. EB2639'REFERENCE MARK NO. 2 IS ON TOP OF 4-FOOT BANK, 22 EB2639'FEET SOUTH OF CENTER LINE OF HIGHWAY, 150 FEET WEST OF EB2639'RAILROAD CROSSING, OPPOSITE DRIVE INTO BYRDS YARD, AND EB2639'110.42 FEET FROM STATION, BEARING S 53 DEG 39 MIN E. EB2639'REFERENCE MARK NO. 3 IS ON TOP OF 4-FOOT BANK, EB2639'22 FEET NORTH OF CENTER LINE EB2639'OF ROAD, AND 126.52 FEET FROM STATION BEARING S 84 DEG 52 EB2639'MIN W. SPIRE OF WHITE CHURCH WITH RED ROOF IN PROCTORVILLE EB2639'IS APPROXIMATELY 0.8 MILE FROM STATION BEARING N 04 DEG 22 EB2639'MIN E. EB2639 EB2639 STATION RECOVERY (1957) EB2639 EB2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH) EB2639'THE STATION, AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN EB2639'GOOD CONDITION. REFERENCE MARK 1 (THE AZIMUTH MARK) WAS FOUND EB2639'LYING ON ITS SIDE AND THE DISK WAS REMOVED. EB2639' EB2639'THE DESCRIPTION IS ADEQUATE WITH THE ADDITION AND EB2639'CORRECTION LISTED BELOW--THE PROPERTY IS NOW OWNED BY EB2639'V.O. BYRD, THE GARAGE HAS BEEN MOVED SO THAT THE STATION MARK EB2639'IS NOW ABOUT 3 FEET FROM THE SOUTHWEST CORNER. THE STATION EB2639'IS 175 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 130 EB2639'AND BARNESVILLE ROAD. EB2639 EB2639 STATION RECOVERY (1966) EB2639 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (JCD) EB2639'BYRD 1933 GOOD EB2639' EB2639'RM 1 NO SEARCH MADE EB2639' EB2639'RM 2 GOOD EB2639' EB2639'RM 3 GOOD EB2639' EB2639'STATION IS APPROXIMATELY 200 FT SOUTH OF SR 2266 IN FRONT EB2639'YARD OF WHITE SHINGLE AND BRICK HOUSE NEAR POLE. EB2639 EB2639 STATION RECOVERY (1968) EB2639 EB2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2639'LOCATED 4.7 MILES SOUTHEAST OF FAIRMONT. STATION MARK AND EB2639'RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION. STATION MARK IS EB2639'ON THE LAWN OF V.O. BYRDS RESIDENCE, IN A GROUP OF YOUNG EB2639'PINES. THE MARK PROJECTS 8 INCHES, IS 75 FEET WEST OF THE EB2639'CENTER OF A DRIVEWAY, 38 FEET NORTH OF THE CENTER OF STATE EB2639'HIGHWAY 130 AND 8.0 FEET NORTH OF TRANSMISSION POLE NO. 82. EB2639' EB2639'RM 2 PROJECTS 4 INCHES FROM THE NORTHEAST CORNER OF A EB2639'CULTIVATED FIELD, IS 115 FEET WEST OF THE CENTER OF SR 2266, EB2639'33 FEET NORTH OF THE WEST CORNER OF A SMALL WHITE HOUSE AND 27 EB2639'FEET SOUTH OF THE CENTER OF HIGHWAY 130. EB2639' EB2639'RM 3 PROJECTS 10 INCHES FROM V.O. BYRDS LAWN, IS 26 FEET EB2639'NORTH OF THE CENTER OF HIGHWAY 130, 9 FEET EAST OF SELDOM-USED EB2639'DRIVEWAY AND 7 FEET NORTH OF A MAIL BOX. EB2639' EB2639'RM 1, (AZIMUTH MARK) WAS REPORTED DESTROYED IN 1957. EB2639' EB2639'TO REACH FROM FAIRMONT, GO SOUTHEAST ON STATE HIGHWAY 130 EB2639'FOR 5.0 MILES TO TOP OF GRADE AND THE MARK ON THE EB2639'LEFT. GARAGE MENTIONED IN EARLIER DESCRIPTIONS IS NOT IN EVIDENCE. EB2639 EB2639 STATION RECOVERY (1977) EB2639 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2639'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN EB2639'1966. REFERENCE MARK 2 AND 3 WERE RECOVERED AS DESCRIBED. REFERENCE EB2639'MARK 1 (AZIMUTH) WAS SEARCHED FOR BUT NOT FOUND. REFERENCE MARK 1 EB2639'(AZIMUTH) WAS DESTROYED IN 1957. DESCRIPTION OF STATION AND REFERENCE EB2639'MARKS ADEQUATE. EB2639' EB2639'THE STATION IS APPROXIMATELY 4.9 MILES EAST OF FAIRMONT AND 11 MILES EB2639'SOUTH OF LUMBERTON. EB2639' EB2639'STATION MARK IS A STANDARD DISK STAMPED---BYRD 1933---SET IN A EB2639'SQUARE CONCRETE MONUMENT, WHICH IS 6 INCHES ABOVE GROUND SURFACE. THE EB2639'MARK IS 98.6 FEET SOUTHEAST OF SOUTHWEST CORNER OF BYRD RESIDENCE, EB2639'7.7 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG, 37.8 FEET EB2639'NORTH OF CENTERLINE OF NC 130, 79.0 FEET WEST OF CENTERLINE OF DRIVE EB2639'TO RESIDENCE AND 67.5 FEET NORTHWEST OF WEST END OF A 15 INCH CULVERT EB2639'UNDER DRIVE TO RESIDENCE. EB2639' EB2639'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BYRD NO 3 1933---SET EB2639'IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 12 INCHES ABOVE GROUND EB2639'SURFACE. THE MARK IS 78.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF EB2639'RESIDENCE, 11.7 FEET EAST OF CENTERLINE OF WEST DRIVE TO RESIDENCE AND EB2639'25.9 FEET NORTH OF CENTERLINE OF NC 130. EB2639' EB2639'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BYRD NO 2 1933---SET EB2639'IN TOP OF A ROUND CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE GROUND EB2639'SURFACE. THE MARK IS 27.2 FEET SOUTH OF CENTERLINE OF NC 130, 120.8 EB2639'FEET WEST OF CENTERLINE OF SR 2266 AND 12.2 FEET NORTHWEST OF A 10 EB2639'INCH CHINA BERRY TREE WITH REFERENCE TAG. EB2639 EB2639 STATION RECOVERY (1989) EB2639 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB2639'STATION IS ABOUT 1.52 KM (0.95 MI) SOUTH OF PROCTORVILLE. ABOUT 220 EB2639'FEET (67.1 M) NORTHWEST OF THE INTERSECTION OF NC 130 WITH SR 2266 EB2639'(BYRD ROAD). MARK PROJECTS 6 INCHES ABOVE GROUND. LOCATED 37.8 FT EB2639'(11.5 M) NORTH OF THE CENTERLINE OF NC 130, 79.0 FT (24.1 M) WEST OF EB2639'THE CENTERLINE OF A DRIVE TO A RESIDENCE, 67.5 FT (20.6 M) NORTHWEST EB2639'OF THE WEST END OF A 15-INCH CULVERT UNDER A DRIVE TO THE RESIDENCE, EB2639'61.7 FT (18.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BYRD EB2639'RESIDENCE AT THE PORCH, AND 7.7 FT (2.3 M) NORTHEAST OF A TELEPHONE EB2639'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3185 *********************************************************************** EB3185 DESIGNATION - BYRD RM 3 EB3185 PID - EB3185 EB3185 STATE/COUNTY- NC/ROBESON EB3185 USGS QUAD - FAIRMONT (1962) EB3185 EB3185 *CURRENT SURVEY CONTROL EB3185 ___________________________________________________________________ EB3185* NAD 83(1986)- 34 27 47.81976(N) 079 02 25.73584(W) ADJUSTED EB3185* NAVD 88 - 36.884 (meters) 121.01 (feet) ADJUSTED EB3185 ___________________________________________________________________ EB3185 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EB3185 GEOID HEIGHT- -33.80 (meters) GEOID03 EB3185 DYNAMIC HT - 36.849 (meters) 120.90 (feet) COMP EB3185 MODELED GRAV- 979,668.9 (mgal) NAVD 88 EB3185 EB3185 HORZ ORDER - SECOND EB3185 VERT ORDER - SECOND CLASS II EB3185 EB3185.The North Carolina HARNS have been completed but, EB3185.due to contractual restrictions, coordinates for these stations EB3185.will NOT be published in the near future. In the interim, the EB3185.published coordinates in North Carolina will not be EB3185.consistent with the Continuously Operating Reference Stations EB3185.(CORS). The HARN coordinates for these stations are available EB3185.upon request. Contact Gary Thompson(919-733-3836). EB3185. EB3185.In addition, the published North Carolina positions EB3185.(NAD 83 (1986)) are NOT consistent with those determined in EB3185.adjacent state readjustments. The discontinuity between stations EB3185.located in North Carolina and those in adjacent states EB3185.which have been adjusted to the HARN may be as much as 5 EB3185.decimeters. This will result in a significant loss of accuracy EB3185.over lines crossing such state borders. EB3185 EB3185 EB3185.The horizontal coordinates were established by classical geodetic methods EB3185.and adjusted by the National Geodetic Survey in April 1991. EB3185 EB3185.The orthometric height was determined by differential leveling EB3185.and adjusted by the National Geodetic Survey in October 1999. EB3185 EB3185.The Laplace correction was computed from DEFLEC99 derived deflections. EB3185 EB3185.The geoid height was determined by GEOID03. EB3185 EB3185.The dynamic height is computed by dividing the NAVD 88 EB3185.geopotential number by the normal gravity value computed on the EB3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3185.degrees latitude (g = 980.6199 gals.). EB3185 EB3185.The modeled gravity was interpolated from observed gravity values. EB3185 EB3185; North East Units Scale Factor Converg. EB3185;SPC NC - 79,127.298 605,881.833 MT 0.99996654 -0 01 24.1 EB3185;SPC NC - 259,603.48 1,987,797.31 sFT 0.99996654 -0 01 24.1 EB3185;UTM 17 - 3,815,267.850 679,981.647 MT 0.99999929 +1 06 32.9 EB3185 EB3185! - Elev Factor x Scale Factor = Combined Factor EB3185!SPC NC - 0.99999952 x 0.99996654 = 0.99996606 EB3185!UTM 17 - 0.99999952 x 0.99999929 = 0.99999881 EB3185 EB3185 SUPERSEDED SURVEY CONTROL EB3185 EB3185 NGVD 29 (04/22/91) 37.2 (m) 122. (f) VERT ANG EB3185 EB3185.Superseded values are not recommended for survey control. EB3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3185.See file dsdata.txt to determine how the superseded data were derived. EB3185 EB3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7998215268(NAD 83) EB3185_MARKER: DR = REFERENCE MARK DISK EB3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3185_STAMPING: BYRD NO 3 1933 EB3185_MARK LOGO: CGS EB3185_MAGNETIC: N = NO MAGNETIC MATERIAL EB3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3185+STABILITY: SURFACE MOTION EB3185 EB3185 HISTORY - Date Condition Report By EB3185 HISTORY - 1933 MONUMENTED CGS EB3185 HISTORY - 19890301 GOOD NCGS EB3185 EB3185 STATION DESCRIPTION EB3185 EB3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LFS) EB3185'SEE TRIANGULATION STATION ---BYRD---. EB3185 EB3185 STATION RECOVERY (1989) EB3185 EB3185'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3185'STATION IS LOCATED ABOUT 1.52 KM (0.95 MI) SOUTH OF PROCTORVILLE, AND EB3185'7.7 KM (4.80 MI) EAST-SOUTHEAST OF FAIRMONT. ALONG NC 130 FOR 6.7 KM EB3185'(4.15 MI) WEST FROM NC 74, OR ABOUT 295 FEET (89.9 M) WEST OF SR 2266 EB3185'(BYRD ROAD), IN THE SOUTHWEST CORNER OF THE BYRD RESIDENCE YARD. MARK EB3185'PROJECTS 12 INCHES ABOVE GROUND. LOCATED 7.89 M (25.89 FT) NORTH OF EB3185'THE CENTERLINE OF THE HIGHWAY, 3.57 M (11.71 FT) EAST OF THE EB3185'CENTERLINE OF THE WEST DRIVE TO THE RESIDENCE, 23.90 M (78.41 FT) EB3185'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE, AND 0.85 M (2.79 EB3185'FT) WEST OF A TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3807 *********************************************************************** EB3807 DESIGNATION - CANCER EB3807 PID - EB3807 EB3807 STATE/COUNTY- NC/ROBESON EB3807 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3807 EB3807 *CURRENT SURVEY CONTROL EB3807 ___________________________________________________________________ EB3807* NAD 83(1986)- 34 37 22.30151(N) 079 03 07.01496(W) ADJUSTED EB3807* NAVD 88 - 44.290 (meters) 145.31 (feet) ADJUSTED EB3807 ___________________________________________________________________ EB3807 LAPLACE CORR- -5.65 (seconds) DEFLEC99 EB3807 GEOID HEIGHT- -33.77 (meters) GEOID03 EB3807 DYNAMIC HT - 44.247 (meters) 145.17 (feet) COMP EB3807 MODELED GRAV- 979,666.6 (mgal) NAVD 88 EB3807 EB3807 HORZ ORDER - SECOND EB3807 VERT ORDER - SECOND CLASS II EB3807 EB3807.The North Carolina HARNS have been completed but, EB3807.due to contractual restrictions, coordinates for these stations EB3807.will NOT be published in the near future. In the interim, the EB3807.published coordinates in North Carolina will not be EB3807.consistent with the Continuously Operating Reference Stations EB3807.(CORS). The HARN coordinates for these stations are available EB3807.upon request. Contact Gary Thompson(919-733-3836). EB3807. EB3807.In addition, the published North Carolina positions EB3807.(NAD 83 (1986)) are NOT consistent with those determined in EB3807.adjacent state readjustments. The discontinuity between stations EB3807.located in North Carolina and those in adjacent states EB3807.which have been adjusted to the HARN may be as much as 5 EB3807.decimeters. This will result in a significant loss of accuracy EB3807.over lines crossing such state borders. EB3807 EB3807 EB3807.The horizontal coordinates were established by classical geodetic methods EB3807.and adjusted by the National Geodetic Survey in April 1991. EB3807 EB3807.The orthometric height was determined by differential leveling EB3807.and adjusted by the National Geodetic Survey in October 1999. EB3807 EB3807.The Laplace correction was computed from DEFLEC99 derived deflections. EB3807 EB3807.The geoid height was determined by GEOID03. EB3807 EB3807.The dynamic height is computed by dividing the NAVD 88 EB3807.geopotential number by the normal gravity value computed on the EB3807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3807.degrees latitude (g = 980.6199 gals.). EB3807 EB3807.The modeled gravity was interpolated from observed gravity values. EB3807 EB3807; North East Units Scale Factor Converg. EB3807;SPC NC - 96,829.253 604,837.594 MT 0.99993240 -0 01 47.9 EB3807;SPC NC - 317,680.64 1,984,371.34 sFT 0.99993240 -0 01 47.9 EB3807;UTM 17 - 3,832,946.490 678,586.961 MT 0.99999312 +1 06 25.6 EB3807 EB3807! - Elev Factor x Scale Factor = Combined Factor EB3807!SPC NC - 0.99999835 x 0.99993240 = 0.99993075 EB3807!UTM 17 - 0.99999835 x 0.99999312 = 0.99999147 EB3807 EB3807 SUPERSEDED SURVEY CONTROL EB3807 EB3807 NGVD 29 (04/22/91) 44.8 (m) 147. (f) VERT ANG EB3807 EB3807.Superseded values are not recommended for survey control. EB3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3807.See file dsdata.txt to determine how the superseded data were derived. EB3807 EB3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7858732946(NAD 83) EB3807_MARKER: DE = TRAVERSE STATION DISK EB3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3807_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3807_STAMPING: CANCER 1977 EB3807_MARK LOGO: NCGS EB3807_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3807+STABILITY: SURFACE MOTION EB3807 EB3807 HISTORY - Date Condition Report By EB3807 HISTORY - 1977 MONUMENTED NCGS EB3807 HISTORY - 19890606 GOOD NCGS EB3807 EB3807 STATION DESCRIPTION EB3807 EB3807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3807'THE STATION IS LOCATED ALONG I 95 APPROXIMATELY 2.5 MILES WEST OF EB3807'LUMBERTON AT THE NC 72 OVERPASS OF I 95 AT THE SOUTHEAST END OF BRIDGE EB3807' EB3807'STATION MARK IS A STANDARD DISK STAMPED---CANCER 1977---SET IN THE EB3807'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3807'MARK IS 21.8 FEET NORTHEAST OF CENTERLINE OF NC 72, 10.1 FEET SOUTH- EB3807'EAST OF SOUTHEAST END OF NORTHEAST BRIDGE RAIL, 4.0 FEET NORTH OF EB3807'SECOND METAL GUARD RAIL POST, 54.2 FEET NORTHEAST OF A POWER POLE WITH EB3807'REFERENCE TAG, 63.2 FEET NORTHWEST OF SIGN POST WITH REFERENCE TAG EB3807'AND 8.6 FEET SOUTH OF NORTH END OF WINGWALL. EB3807 EB3807 STATION RECOVERY (1989) EB3807 EB3807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3807'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF LUMBERTON. AT THE NC EB3807'72 OVERPASS OF I-95, AT THE SOUTHEAST END OF THE BRIDGE. MARK IS EB3807'RECESSED 6 INCHES BELOW GROUND. LOCATED 21.8 FT (6.6 M) NORTHEAST OF EB3807'THE CENTERLINE OF NC 72, 10.1 FT (3.1 M) SOUTHEAST OF THE SOUTHEAST EB3807'END OF NORTHEAST BRIDGE RAIL, 4.0 FT (1.2 M) NORTH OF THE SECOND METAL EB3807'GUARD RAIL POST, 8.6 FT (2.6 M) SOUTH OF THE NORTH END OF THE EB3807'WINGWALL, AND 54.2 FT (16.5 M) NORTHEAST OF A POWER POLE WITH A EB3807'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3808 *********************************************************************** EB3808 DESIGNATION - CARLTON EB3808 PID - EB3808 EB3808 STATE/COUNTY- NC/ROBESON EB3808 USGS QUAD - FAIRMONT (1962) EB3808 EB3808 *CURRENT SURVEY CONTROL EB3808 ___________________________________________________________________ EB3808* NAD 83(1986)- 34 23 20.12178(N) 079 07 12.72324(W) ADJUSTED EB3808* NAVD 88 - 28.5 (meters) 94. (feet) VERTCON EB3808 ___________________________________________________________________ EB3808 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EB3808 GEOID HEIGHT- -33.56 (meters) GEOID03 EB3808 EB3808 HORZ ORDER - SECOND EB3808 EB3808.The North Carolina HARNS have been completed but, EB3808.due to contractual restrictions, coordinates for these stations EB3808.will NOT be published in the near future. In the interim, the EB3808.published coordinates in North Carolina will not be EB3808.consistent with the Continuously Operating Reference Stations EB3808.(CORS). The HARN coordinates for these stations are available EB3808.upon request. Contact Gary Thompson(919-733-3836). EB3808. EB3808.In addition, the published North Carolina positions EB3808.(NAD 83 (1986)) are NOT consistent with those determined in EB3808.adjacent state readjustments. The discontinuity between stations EB3808.located in North Carolina and those in adjacent states EB3808.which have been adjusted to the HARN may be as much as 5 EB3808.decimeters. This will result in a significant loss of accuracy EB3808.over lines crossing such state borders. EB3808 EB3808 EB3808.The horizontal coordinates were established by classical geodetic methods EB3808.and adjusted by the National Geodetic Survey in April 1991. EB3808 EB3808.The NAVD 88 height was computed by applying the VERTCON shift value to EB3808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3808 EB3808.The Laplace correction was computed from DEFLEC99 derived deflections. EB3808 EB3808.The geoid height was determined by GEOID03. EB3808 EB3808; North East Units Scale Factor Converg. EB3808;SPC NC - 70,884.608 598,547.518 MT 0.99998507 -0 04 09.8 EB3808;SPC NC - 232,560.58 1,963,734.65 sFT 0.99998507 -0 04 09.8 EB3808;UTM 17 - 3,806,881.817 672,811.537 MT 0.99996812 +1 03 43.2 EB3808 EB3808! - Elev Factor x Scale Factor = Combined Factor EB3808!SPC NC - 1.00000080 x 0.99998507 = 0.99998587 EB3808!UTM 17 - 1.00000080 x 0.99996812 = 0.99996892 EB3808 EB3808 SUPERSEDED SURVEY CONTROL EB3808 EB3808 NGVD 29 (04/22/91) 28.8 (m) 94. (f) VERT ANG EB3808 EB3808.Superseded values are not recommended for survey control. EB3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3808.See file dsdata.txt to determine how the superseded data were derived. EB3808 EB3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7281206882(NAD 83) EB3808_MARKER: DE = TRAVERSE STATION DISK EB3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3808_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3808_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3808+STABILITY: SURFACE MOTION EB3808 EB3808 HISTORY - Date Condition Report By EB3808 HISTORY - 1977 MONUMENTED NCGS EB3808 EB3808 STATION DESCRIPTION EB3808 EB3808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3808'THE STATION IS LOCATED APPROXIMATELY 7.3 MILES SOUTH OF FAIRMONT AND EB3808'1.4 MILES NORTH OF MARIETTA. EB3808' EB3808'TO REACH STATION FROM SOUTH JUNCTION OF NC 41 WITH NC 904 WEST OF EB3808'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 0.75 MILE TO STATION IN EB3808'RIGHT SHOULDER OPPOSITE TWO PINES AT THE SOUTHWEST CORNER OF A YARD, EB3808'OF CARLTON HERRING GROCERY AND 0.8 MILE NORTHWEST OF SR 2258 EB3808'CROSSROAD. EB3808' EB3808'STATION MARK IS A STANDARD DISK STAMPED---CARLTON 1977---SET IN THE EB3808'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3808'SURFACE. THE MARK IS 18.4 FEET SOUTHWEST OF CENTERLINE OF NC 904, 78.6 EB3808'FEET SOUTH OF CENTERLINE OF DIRT DRIVE LEADING TO RESIDENCE, 68.3 FEET EB3808'SOUTH-SOUTHEAST OF SOUTH END OF A CULVERT UNDER DRIVE, 13.6 FEET EB3808'NORTHEAST OF A 20 INCH PINE WITH REFERENCE TAG, 92.7 FEET SOUTHEAST EB3808'OF POWER POLE 3083 WITH TRANSFORMER AND REFERENCE TAG, 101.5 FEET EB3808'EAST-SOUTHEAST OF EAST CORNER OF FRAME RESIDENCE AND 126.5 FEET EB3808'SOUTHWEST OF WEST CORNER OF A BLOCK STORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2640 *********************************************************************** EB2640 DESIGNATION - CEM EB2640 PID - EB2640 EB2640 STATE/COUNTY- NC/ROBESON EB2640 USGS QUAD - FAIRMONT (1962) EB2640 EB2640 *CURRENT SURVEY CONTROL EB2640 ___________________________________________________________________ EB2640* NAD 83(1986)- 34 29 34.54947(N) 079 05 56.93780(W) ADJUSTED EB2640* NAVD 88 - 32.85 (+/-2cm) 107.8 (feet) VERTCON EB2640 ___________________________________________________________________ EB2640 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EB2640 GEOID HEIGHT- -33.64 (meters) GEOID03 EB2640 EB2640 HORZ ORDER - SECOND EB2640 VERT ORDER - THIRD ? (See Below) EB2640 EB2640.The North Carolina HARNS have been completed but, EB2640.due to contractual restrictions, coordinates for these stations EB2640.will NOT be published in the near future. In the interim, the EB2640.published coordinates in North Carolina will not be EB2640.consistent with the Continuously Operating Reference Stations EB2640.(CORS). The HARN coordinates for these stations are available EB2640.upon request. Contact Gary Thompson(919-733-3836). EB2640. EB2640.In addition, the published North Carolina positions EB2640.(NAD 83 (1986)) are NOT consistent with those determined in EB2640.adjacent state readjustments. The discontinuity between stations EB2640.located in North Carolina and those in adjacent states EB2640.which have been adjusted to the HARN may be as much as 5 EB2640.decimeters. This will result in a significant loss of accuracy EB2640.over lines crossing such state borders. EB2640 EB2640 EB2640.The horizontal coordinates were established by classical geodetic methods EB2640.and adjusted by the National Geodetic Survey in July 1986. EB2640 EB2640.The NAVD 88 height was computed by applying the VERTCON shift value to EB2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2640.The vertical order pertains to the NGVD 29 superseded value. EB2640 EB2640.The Laplace correction was computed from DEFLEC99 derived deflections. EB2640 EB2640.The geoid height was determined by GEOID03. EB2640 EB2640; North East Units Scale Factor Converg. EB2640;SPC NC - 82,419.754 600,494.943 MT 0.99995962 -0 03 26.0 EB2640;SPC NC - 270,405.48 1,970,123.83 sFT 0.99995962 -0 03 26.0 EB2640;SPC SC - 296,551.267 784,160.962 MT 0.99989681 +1 03 13.8 EB2640;SPC SC - 972,937.23 2,572,706.57 iFT 0.99989681 +1 03 13.8 EB2640;UTM 17 - 3,818,453.201 674,530.562 MT 0.99997547 +1 04 36.2 EB2640 EB2640! - Elev Factor x Scale Factor = Combined Factor EB2640!SPC NC - 1.00000012 x 0.99995962 = 0.99995974 EB2640!SPC SC - 1.00000012 x 0.99989681 = 0.99989693 EB2640!UTM 17 - 1.00000012 x 0.99997547 = 0.99997559 EB2640 EB2640: Primary Azimuth Mark Grid Az EB2640:SPC NC - GRANTHAM 119 21 09.6 EB2640:SPC SC - GRANTHAM 118 14 29.8 EB2640:UTM 17 - GRANTHAM 118 13 07.4 EB2640 EB2640|---------------------------------------------------------------------| EB2640| PID Reference Object Distance Geod. Az | EB2640| dddmmss.s | EB2640| EB2647 GRANTHAM APPROX. 0.5 KM 1191743.6 | EB2640|---------------------------------------------------------------------| EB2640 EB2640 SUPERSEDED SURVEY CONTROL EB2640 EB2640 NAD 27 - 34 29 33.96192(N) 079 05 57.81047(W) AD( ) 2 EB2640 NGVD 29 (07/19/86) 33.16 (m) 108.8 (f) LEVELING 3 EB2640 EB2640.Superseded values are not recommended for survey control. EB2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2640.See file dsdata.txt to determine how the superseded data were derived. EB2640 EB2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7453118453(NAD 83) EB2640_MARKER: DE = TRAVERSE STATION DISK EB2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2640_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2640+STABILITY: SURFACE MOTION EB2640 EB2640 HISTORY - Date Condition Report By EB2640 HISTORY - 1966 MONUMENTED NCGS EB2640 HISTORY - 19890511 MARK NOT FOUND NCGS EB2640 EB2640 STATION DESCRIPTION EB2640 EB2640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2640'CEM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2640'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2640' EB2640'CEM IS 1.0 MILE EAST OF INTERSECTION OF NC 41 AND NC 130 IN EB2640'FAIRMONT. TO REACH STATION PROCEED FROM INTERSECTION OF NC 41 EB2640'AND NC 130 IN FAIRMONT FOR 0.9 MILES EAST ON NC 130 TO THE EB2640'STATION ON THE LEFT ACROSS THE ROAD FROM A LARGE CEMETERY, ON EB2640'TOP OF FIVE FOOT CUT. EB2640' EB2640'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2640'CEM 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2640'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EB2640' EB2640'MARK IS EB2640' EB2640'128.5 FT NE OF TP 8 WITH ALUMINUM REF. TAG EB2640' EB2640'81.7 FT NW OF TP 9 WITH ALUMINUM REF. TAG EB2640' EB2640'67.1 FT N OF C/L OF NC 130 EB2640' EB2640'17.1 FT N OF NORTH RAIL EB2640' EB2640'16.4 FT N OF NORTH END OF CROSS TIE WITH ALUMINUM REF. TAG EB2640' EB2640'148.5 FT NW OF WEST 2 FT X 2 FT BRICK GATE POST AT ENTRANCE EB2640'TO CEMETERY EB2640' EB2640'2.0 FT N OF TOP OF 5 FOOT CUT EB2640 EB2640 STATION RECOVERY (1989) EB2640 EB2640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2640'STATION WAS SEARCHED FOR BUT NOT FOUND. AN INSTRUMENT SEARCH WAS EB2640'PERFORMED BUT NO EVIDENCE OF MARK WAS FOUND. THERE IS NO CUT BANK AT EB2640'THE REFERENCES MENTIONED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3810 *********************************************************************** EB3810 DESIGNATION - CHEMICAL EB3810 PID - EB3810 EB3810 STATE/COUNTY- NC/ROBESON EB3810 USGS QUAD - RENNERT (1972) EB3810 EB3810 *CURRENT SURVEY CONTROL EB3810 ___________________________________________________________________ EB3810* NAD 83(1986)- 34 52 19.58742(N) 079 05 52.50584(W) ADJUSTED EB3810* NAVD 88 - 60.2 (meters) 198. (feet) VERTCON EB3810 ___________________________________________________________________ EB3810 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EB3810 GEOID HEIGHT- -33.15 (meters) GEOID03 EB3810 EB3810 HORZ ORDER - SECOND EB3810 EB3810.The North Carolina HARNS have been completed but, EB3810.due to contractual restrictions, coordinates for these stations EB3810.will NOT be published in the near future. In the interim, the EB3810.published coordinates in North Carolina will not be EB3810.consistent with the Continuously Operating Reference Stations EB3810.(CORS). The HARN coordinates for these stations are available EB3810.upon request. Contact Gary Thompson(919-733-3836). EB3810. EB3810.In addition, the published North Carolina positions EB3810.(NAD 83 (1986)) are NOT consistent with those determined in EB3810.adjacent state readjustments. The discontinuity between stations EB3810.located in North Carolina and those in adjacent states EB3810.which have been adjusted to the HARN may be as much as 5 EB3810.decimeters. This will result in a significant loss of accuracy EB3810.over lines crossing such state borders. EB3810 EB3810 EB3810.The horizontal coordinates were established by classical geodetic methods EB3810.and adjusted by the National Geodetic Survey in April 1991. EB3810 EB3810.The NAVD 88 height was computed by applying the VERTCON shift value to EB3810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3810 EB3810.The Laplace correction was computed from DEFLEC99 derived deflections. EB3810 EB3810.The geoid height was determined by GEOID03. EB3810 EB3810; North East Units Scale Factor Converg. EB3810;SPC NC - 124,480.338 600,649.500 MT 0.99989441 -0 03 23.5 EB3810;SPC NC - 408,399.24 1,970,630.90 sFT 0.99989441 -0 03 23.5 EB3810;UTM 17 - 3,860,510.672 673,848.878 MT 0.99997251 +1 05 16.0 EB3810 EB3810! - Elev Factor x Scale Factor = Combined Factor EB3810!SPC NC - 0.99999575 x 0.99989441 = 0.99989016 EB3810!UTM 17 - 0.99999575 x 0.99997251 = 0.99996826 EB3810 EB3810 SUPERSEDED SURVEY CONTROL EB3810 EB3810 NGVD 29 (04/22/91) 60.5 (m) 198. (f) VERT ANG EB3810 EB3810.Superseded values are not recommended for survey control. EB3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3810.See file dsdata.txt to determine how the superseded data were derived. EB3810 EB3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7384960511(NAD 83) EB3810_MARKER: DE = TRAVERSE STATION DISK EB3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3810_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3810_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3810+STABILITY: SURFACE MOTION EB3810 EB3810 HISTORY - Date Condition Report By EB3810 HISTORY - 1977 MONUMENTED NCGS EB3810 EB3810 STATION DESCRIPTION EB3810 EB3810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3810'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTHEAST OF SHANNON EB3810'AND 1.9 MILE SOUTHWEST OF LUMBER BRIDGE. EB3810' EB3810'TO REACH STATION FROM NC 20-NC 71 CROSSROADS AT LUMBER BRIDGE, PROCEED EB3810'SOUTHWEST ALONG NC 71 FOR 1.9 MILE TO STATION IN LEFT SHOULDER AT EB3810'DRIVE TO A WATER PUMPING STATION AND 0.2 MILE NORTHEAST OF T-ROAD EB3810'(SR 1749) LEADING SOUTHEAST. EB3810' EB3810'STATION MARK IS A STANDARD DISK STAMPED---CHEMICAL 1977---SET IN THE EB3810'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3810'SURFACE. THE MARK IS 19.0 FEET SOUTHEAST OF CENTERLINE OF NC 71, 18.9 EB3810'FEET NORTHEAST OF CENTERLINE OF DRIVE, 10.4 FEET NORTH-NORTHWEST OF EB3810'NORTHEAST END OF DRIVE CULVERT, 93.9 FEET NORTHWEST OF NORTHEAST EB3810'CORNER OF PUMPING STATION AND 59.0 FEET WEST OF POWER POLE 3239 WITH EB3810'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2516 *********************************************************************** EB2516 DESIGNATION - CHEVY EB2516 PID - EB2516 EB2516 STATE/COUNTY- NC/ROBESON EB2516 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2516 EB2516 *CURRENT SURVEY CONTROL EB2516 ___________________________________________________________________ EB2516* NAD 83(1986)- 34 38 09.47997(N) 078 58 27.58206(W) ADJUSTED EB2516* NAVD 88 - 45.3 (meters) 149. (feet) VERTCON EB2516 ___________________________________________________________________ EB2516 LAPLACE CORR- -4.95 (seconds) DEFLEC99 EB2516 GEOID HEIGHT- -34.02 (meters) GEOID03 EB2516 EB2516 HORZ ORDER - SECOND EB2516 EB2516.The North Carolina HARNS have been completed but, EB2516.due to contractual restrictions, coordinates for these stations EB2516.will NOT be published in the near future. In the interim, the EB2516.published coordinates in North Carolina will not be EB2516.consistent with the Continuously Operating Reference Stations EB2516.(CORS). The HARN coordinates for these stations are available EB2516.upon request. Contact Gary Thompson(919-733-3836). EB2516. EB2516.In addition, the published North Carolina positions EB2516.(NAD 83 (1986)) are NOT consistent with those determined in EB2516.adjacent state readjustments. The discontinuity between stations EB2516.located in North Carolina and those in adjacent states EB2516.which have been adjusted to the HARN may be as much as 5 EB2516.decimeters. This will result in a significant loss of accuracy EB2516.over lines crossing such state borders. EB2516 EB2516 EB2516.The horizontal coordinates were established by classical geodetic methods EB2516.and adjusted by the National Geodetic Survey in July 1986. EB2516 EB2516.The NAVD 88 height was computed by applying the VERTCON shift value to EB2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2516 EB2516.The Laplace correction was computed from DEFLEC99 derived deflections. EB2516 EB2516.The geoid height was determined by GEOID03. EB2516 EB2516; North East Units Scale Factor Converg. EB2516;SPC NC - 98,282.013 611,954.904 MT 0.99992994 +0 00 53.3 EB2516;SPC NC - 322,446.90 2,007,722.05 sFT 0.99992994 +0 00 53.3 EB2516;UTM 17 - 3,834,540.312 685,674.595 MT 1.00002494 +1 09 05.9 EB2516 EB2516! - Elev Factor x Scale Factor = Combined Factor EB2516!SPC NC - 0.99999823 x 0.99992994 = 0.99992817 EB2516!UTM 17 - 0.99999823 x 1.00002494 = 1.00002317 EB2516 EB2516: Primary Azimuth Mark Grid Az EB2516:SPC NC - CUPP 076 16 10.9 EB2516:UTM 17 - CUPP 075 07 58.3 EB2516 EB2516|---------------------------------------------------------------------| EB2516| PID Reference Object Distance Geod. Az | EB2516| dddmmss.s | EB2516| EB2518 CUPP APPROX. 1.0 KM 0761704.2 | EB2516|---------------------------------------------------------------------| EB2516 EB2516 SUPERSEDED SURVEY CONTROL EB2516 EB2516 NAD 27 - 34 38 08.88939(N) 078 58 28.46485(W) AD( ) 2 EB2516 NGVD 29 (07/19/86) 45.6 (m) 150. (f) VERT ANG EB2516 EB2516.Superseded values are not recommended for survey control. EB2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2516.See file dsdata.txt to determine how the superseded data were derived. EB2516 EB2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8567534540(NAD 83) EB2516_MARKER: DE = TRAVERSE STATION DISK EB2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2516_STAMPING: CHEVY 1965 EB2516_MARK LOGO: NCGS EB2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2516+STABILITY: SURFACE MOTION EB2516 EB2516 HISTORY - Date Condition Report By EB2516 HISTORY - 1965 MONUMENTED NCGS EB2516 HISTORY - 1977 GOOD NCGS EB2516 HISTORY - 19950522 GOOD USPSQD EB2516 EB2516 STATION DESCRIPTION EB2516 EB2516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2516'CHEVY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2516'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2516' EB2516'CHEVY IS 2.2 MILES NE OF LUMBERTON. LOCATED 1.0 MILE NE EB2516'ALONG NC 41 FROM NC 211 BYPASS. 0.7 MILES SW OF SR 1954. 0.3 EB2516'MILES E OF SR 1945. IN FRONT OF THE CHEVROLET DEALERS BUILDING EB2516'AND ON S SIDE OF NC 41. EB2516' EB2516'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2516'CHEVY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2516'IS FLUSH WITH THE SURFACE OF THE GROUND. EB2516' EB2516'MARK IS EB2516' EB2516'37.8 FT S OF C/L OF NC 41 EB2516' EB2516'26.8 FT E OF NE CORNER OF CENTER OF DRIVE WITH CHEVY SIGN EB2516' EB2516'8.3 FT S OF E END OF DRAIN UNDER DRIVE EB2516' EB2516'10.0 FT N OF STEEL LIGHT POLE. EB2516' EB2516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2516 EB2516 STATION RECOVERY (1977) EB2516 EB2516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2516'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2516'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2516' EB2516'THE STATION IS 1.1 MILE NORTHEAST ALONG NC 41 FROM NC 211, 0.2 MILE EB2516'WEST OF SR 2126 AND 1.8 MILE --NOT 0.7-- SOUTHWEST OF SR 1954. EB2516 EB2516 STATION RECOVERY (1995) EB2516 EB2516'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2516'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3811. EB3811.In addition, the published North 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 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;SPC NC - 415,461.26 1,980,074.08 sFT 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 = OCTOBER 5, 2005 EB2517 *********************************************************************** EB2517 DESIGNATION - CLARK EB2517 PID - EB2517 EB2517 STATE/COUNTY- NC/ROBESON EB2517 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2517 EB2517 *CURRENT SURVEY CONTROL EB2517 ___________________________________________________________________ EB2517* NAD 83(1986)- 34 38 07.61827(N) 078 58 54.43167(W) ADJUSTED EB2517* NAVD 88 - 42.5 (meters) 139. (feet) VERTCON EB2517 ___________________________________________________________________ EB2517 LAPLACE CORR- -5.07 (seconds) DEFLEC99 EB2517 GEOID HEIGHT- -34.00 (meters) GEOID03 EB2517 EB2517 HORZ ORDER - SECOND EB2517 EB2517.The North Carolina HARNS have been completed but, EB2517.due to contractual restrictions, coordinates for these stations EB2517.will NOT be published in the near future. In the interim, the EB2517.published coordinates in North Carolina will not be EB2517.consistent with the Continuously Operating Reference Stations EB2517.(CORS). The HARN coordinates for these stations are available EB2517.upon request. Contact Gary Thompson(919-733-3836). EB2517. EB2517.In addition, the published North Carolina positions EB2517.(NAD 83 (1986)) are NOT consistent with those determined in EB2517.adjacent state readjustments. The discontinuity between stations EB2517.located in North Carolina and those in adjacent states EB2517.which have been adjusted to the HARN may be as much as 5 EB2517.decimeters. This will result in a significant loss of accuracy EB2517.over lines crossing such state borders. EB2517 EB2517 EB2517.The horizontal coordinates were established by classical geodetic methods EB2517.and adjusted by the National Geodetic Survey in July 1986. EB2517 EB2517.The NAVD 88 height was computed by applying the VERTCON shift value to EB2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2517 EB2517.The Laplace correction was computed from DEFLEC99 derived deflections. EB2517 EB2517.The geoid height was determined by GEOID03. EB2517 EB2517; North East Units Scale Factor Converg. EB2517;SPC NC - 98,224.497 611,271.114 MT 0.99993003 +0 00 37.8 EB2517;SPC NC - 322,258.20 2,005,478.65 sFT 0.99993003 +0 00 37.8 EB2517;UTM 17 - 3,834,469.235 684,992.016 MT 1.00002182 +1 08 50.6 EB2517 EB2517! - Elev Factor x Scale Factor = Combined Factor EB2517!SPC NC - 0.99999867 x 0.99993003 = 0.99992870 EB2517!UTM 17 - 0.99999867 x 1.00002182 = 1.00002049 EB2517 EB2517: Primary Azimuth Mark Grid Az EB2517:SPC NC - CHEVY 085 11 31.4 EB2517:UTM 17 - CHEVY 084 03 18.6 EB2517 EB2517|---------------------------------------------------------------------| EB2517| PID Reference Object Distance Geod. Az | EB2517| dddmmss.s | EB2517| EB2516 CHEVY APPROX. 0.7 KM 0851209.2 | EB2517|---------------------------------------------------------------------| EB2517 EB2517 SUPERSEDED SURVEY CONTROL EB2517 EB2517 NAD 27 - 34 38 07.02754(N) 078 58 55.31362(W) AD( ) 2 EB2517 NGVD 29 (07/19/86) 42.8 (m) 140. (f) VERT ANG EB2517 EB2517.Superseded values are not recommended for survey control. EB2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2517.See file dsdata.txt to determine how the superseded data were derived. EB2517 EB2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8499234469(NAD 83) EB2517_MARKER: DE = TRAVERSE STATION DISK EB2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2517_STAMPING: CLARK 1965 EB2517_MARK LOGO: NCGS EB2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2517+STABILITY: SURFACE MOTION EB2517 EB2517 HISTORY - Date Condition Report By EB2517 HISTORY - 1965 MONUMENTED NCGS EB2517 HISTORY - 19800701 MARK NOT FOUND USGS EB2517 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2517 EB2517 STATION DESCRIPTION EB2517 EB2517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2517'CLARK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2517'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2517' EB2517'CLARK IS 1.8 MILES NNE OF LUMBERTON. LOCATED 0.7 MILES NE EB2517'ALONG NC 41 FROM NC 211 BYPASS. 1.0 MILE W OF SR 1954. IN THE EB2517'NE QUADRANT OF SR 1945 AND NC 41. AND ON THE NORTH SHOULDER OF NC EB2517'41. EB2517' EB2517'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE EB2517'DISK, STAMPED CLARK 1965, SET IN THE TOP OF A CONCRETE EB2517'CYLINDER, THE TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE EB2517'GROUND. EB2517' EB2517'MARK IS EB2517' EB2517'17.3 FT N OF C/L OF NC 41 EB2517' EB2517'68.0 FT E OF C/L OF SR 1945 EB2517' EB2517'40.0 FT SW OF PP 76 WITH ALUMINUM REF. TAG. EB2517' EB2517'47.5 FT N OF PP 13 WITH ALUMINUM REF. TAG. EB2517' EB2517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2517 EB2517 STATION RECOVERY (1980) EB2517 EB2517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (RLM) EB2517'MARK NOT FOUND. EB2517 EB2517 STATION RECOVERY (1995) EB2517 EB2517'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2517'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2641 *********************************************************************** EB2641 DESIGNATION - CLAYBANK EB2641 PID - EB2641 EB2641 STATE/COUNTY- NC/ROBESON EB2641 USGS QUAD - FAIRMONT (1962) EB2641 EB2641 *CURRENT SURVEY CONTROL EB2641 ___________________________________________________________________ EB2641* NAD 83(1986)- 34 26 01.17475(N) 079 06 44.78685(W) ADJUSTED EB2641* NAVD 88 - 32.53 (+/-2cm) 106.7 (feet) VERTCON EB2641 ___________________________________________________________________ EB2641 LAPLACE CORR- -4.51 (seconds) DEFLEC99 EB2641 GEOID HEIGHT- -33.58 (meters) GEOID03 EB2641 EB2641 HORZ ORDER - FIRST EB2641 VERT ORDER - THIRD ? (See Below) EB2641 EB2641.The North Carolina HARNS have been completed but, EB2641.due to contractual restrictions, coordinates for these stations EB2641.will NOT be published in the near future. In the interim, the EB2641.published coordinates in North Carolina will not be EB2641.consistent with the Continuously Operating Reference Stations EB2641.(CORS). The HARN coordinates for these stations are available EB2641.upon request. Contact Gary Thompson(919-733-3836). EB2641. EB2641.In addition, the published North Carolina positions EB2641.(NAD 83 (1986)) are NOT consistent with those determined in EB2641.adjacent state readjustments. The discontinuity between stations EB2641.located in North Carolina and those in adjacent states EB2641.which have been adjusted to the HARN may be as much as 5 EB2641.decimeters. This will result in a significant loss of accuracy EB2641.over lines crossing such state borders. EB2641 EB2641 EB2641.The horizontal coordinates were established by classical geodetic methods EB2641.and adjusted by the National Geodetic Survey in July 1986. EB2641 EB2641.The NAVD 88 height was computed by applying the VERTCON shift value to EB2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2641.The vertical order pertains to the NGVD 29 superseded value. EB2641 EB2641.The Laplace correction was computed from DEFLEC99 derived deflections. EB2641 EB2641.The geoid height was determined by GEOID03. EB2641 EB2641; North East Units Scale Factor Converg. EB2641;SPC NC - 75,846.327 599,266.760 MT 0.99997372 -0 03 53.6 EB2641;SPC NC - 248,839.16 1,966,094.36 sFT 0.99997372 -0 03 53.6 EB2641;UTM 17 - 3,811,856.727 673,432.616 MT 0.99997077 +1 04 03.3 EB2641 EB2641! - Elev Factor x Scale Factor = Combined Factor EB2641!SPC NC - 1.00000016 x 0.99997372 = 0.99997388 EB2641!UTM 17 - 1.00000016 x 0.99997077 = 0.99997093 EB2641 EB2641: Primary Azimuth Mark Grid Az EB2641:SPC NC - CLAYBANK RM 2 AZIMUTH 002 07 36.5 EB2641:UTM 17 - CLAYBANK RM 2 AZIMUTH 000 59 39.6 EB2641 EB2641|---------------------------------------------------------------------| EB2641| PID Reference Object Distance Geod. Az | EB2641| dddmmss.s | EB2641| EB3203 CLAYBANK RM 1 63.520 METERS 00038 | EB2641| EB2644 FAIRMONT MUNICIPAL TANK APPROX. 7.0 KM 0012650.0 | EB2641| EB3812 CLAYBANK RM 2 AZIMUTH APPROX. 0.6 KM 0020342.9 | EB2641| EB3205 CLAYBANK RM 3 40.908 METERS 23231 | EB2641| EB2657 POST 152.225 METERS 35856 | EB2641|---------------------------------------------------------------------| EB2641 EB2641 SUPERSEDED SURVEY CONTROL EB2641 EB2641 NAD 27 - 34 26 00.58210(N) 079 06 45.66220(W) AD( ) 1 EB2641 NGVD 29 (04/22/91) 32.84 (m) 107.7 (f) LEVELING 3 EB2641 EB2641.Superseded values are not recommended for survey control. EB2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2641.See file dsdata.txt to determine how the superseded data were derived. EB2641 EB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7343311857(NAD 83) EB2641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2641_STAMPING: CLAYBANK 1933 EB2641_MARK LOGO: CGS EB2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2641+STABILITY: SURFACE MOTION EB2641 EB2641 HISTORY - Date Condition Report By EB2641 HISTORY - 1933 MONUMENTED CGS EB2641 HISTORY - 1966 GOOD NCGS EB2641 HISTORY - 1977 GOOD NCGS EB2641 EB2641 STATION DESCRIPTION EB2641 EB2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2641'ABOUT 4 MILES SOUTH OF FAIRMONT AND 8 MILES NORTHEAST OF FAIR EB2641'BLUFF, ON GROUNDS OF CLAYBANK SCHOOL (COLORED). TO REACH FROM EB2641'FAIRMONT, GO SOUTH 4.1 MILES ON NORTH CAROLINA ROUTE 70 DIRECT EB2641'TO STATION SITE. STATION IS IN NORTHWEST CORNER OF PINE EB2641'GROVE, 103 FEET EAST-SOUTHEAST OF CENTER LINE OF PAVEMENT, 15 EB2641'FEET WEST OF PROLONGATION OF CENTER LINE OF PAVEMENT NORTH OF EB2641'CURVE AT SCHOOL, AND 115 FEET SOUTH-SOUTHWEST OF SOUTHWEST EB2641'CORNER OF SCHOOL BUILDING. SURFACE AND UNDERGROUND MARKS ARE EB2641'STANDARD DISK STATION MARKS IN CONCRETE. EB2641'UPPER MARK PROJECTS 4 INCHES. REFERENCE MARKS ARE EB2641'STANDARD REFERENCE DISKS IN CONCRETE. EB2641'REFERENCE MARK NO. 1 IS 38 FEET EB2641'EAST-SOUTHEAST OF CENTER LINE OF PAVEMENT, 96 FEET EB2641'NORTHWEST OF NORTHWEST CORNER OF SCHOOL BUILDING, AND EB2641'208.40 FEET FROM STATION,BEARING N 00 DEG 25 MIN E. EB2641'REFERENCE MARK NO. 2 IS ON EB2641'PROPERTY OF MRS. HARRY WEINSTEIN, 23 FEET EAST OF EB2641'CENTER LINE OF PAVEMENT, 150 FEET NORTH OF NORTH SIDE OF EB2641'BARN, AND APPROXIMATELY 0.35 MILE FROM STATION,BEARING EB2641'N 01 DEG 51 MIN E. EB2641'REFERENCE MARK NO. 3 IS AT TOP OF 4-FOOT EB2641'BANK, AT SOUTH END OF CURVE IN HIGHWAY, 25 FEET EB2641'EAST-SOUTHEAST OF CENTER LINE OF PAVEMENT, AND 136.10 EB2641'FEET FROM STATION, BEARING S 55 DEG 27 MIN W. EB2641 EB2641 STATION RECOVERY (1966) EB2641 EB2641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (JCD) EB2641'CLAYBANK 1933 DISK MARRED, CAN BE USED. EB2641' EB2641'RM 1 NO SEARCH MADE EB2641' EB2641'RM 2 NO SEARCH MADE EB2641' EB2641'RM 3 GOOD - AT FENCE CORNER EB2641' EB2641'GO OUT NC 41 FROM FAIRMONT TO SR 2452, THEN 0.9 MILES TO EB2641'STATION, NEAR ABANDONED 1 ROOM SCHOOL ON LEFT (NORTH) SIDE EB2641'OF NC 41 INSIDE FENCE IN WOODS. ABOUT 300 FT ESE OF JOHNSON EB2641'COTTON SIGN. EB2641 EB2641 STATION RECOVERY (1977) EB2641 EB2641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2641'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EB2641'DESCRIPTION FOLLOWS. EB2641' EB2641'REFERENCE MARKS 2 AND 3 WERE RECOVERED BUT NOT AS DESCRIBED. REFERENCE EB2641'MARK 1 PILLAR WAS FOUND DESTROYED WITH DISK REMOVED. EB2641' EB2641'THE STATION IS APPROXIMATELY 4.2 MILES SOUTH OF FAIRMONT AND 4.5 MILES EB2641'NORTH OF MARIETTA ON EAST SIDE OF NC 41 HIGHWAY IN WOODS. EB2641' EB2641'TO REACH STATION FROM THE INTERSECTION OF NC 130 BUSINESS WITH NC 41 EB2641'IN FAIRMONT, PROCEED SOUTH ALONG NC 41 FOR 4.35 MILES TO STATION AS EB2641'DESCRIBED AND 0.4 MILE NORTH OF INTERSECTION WITH SR 2454. EB2641' EB2641'THE STATION MARK IS A STANDARD DISK STAMPED---CLAYBANK 1933---SET IN EB2641'A SQUARE CONCRETE MONUMENT, WHICH IS 3 INCHES ABOVE THE GROUND EB2641'SURFACE. THE MARK IS 103.1 FEET SOUTHEAST OF CENTERLINE OF NC 41, 15.2 EB2641'FEET NORTHWEST OF AN 8 INCH OAK WITH REFERENCE TAG, 27.5 FEET EB2641'SOUTHWEST OF A 10 INCH OAK WITH REFERENCE TAG AND 26.8 FEET NORTHEAST EB2641'OF AN 8 INCH OAK WITH REFERENCE TAG. EB2641' EB2641'REFERENCE MARK 3 IS A STD DISK STAMPED---CLAYBANK NO 3 1933---SET EB2641'IN THE TOP OF A CONCRETE MONUMENT, WHICH IS 8 INCHES ABOVE GROUND EB2641'SURFACE. THE MARK IS 35.3 FEET SOUTHEAST OF CENTERLINE OF NC 41, 11.6 EB2641'FEET NORTHWEST OF A 10 INCH PINE WITH REFERENCE TAG AND 44.5 FEET EB2641'SOUTHWEST OF A 12 INCH PINE WITH REFERENCE TAG. EB2641' EB2641'AZIMUTH MARK IS A STANDARD DISK STAMPED---CLAYBANK NO 2 1933---SET EB2641'IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 14 INCHES ABOVE EB2641'GROUND SURFACE. THE MARK IS 32.3 FEET EAST OF CENTERLINE OF NC 41 AND EB2641'47.5 FEET SOUTH OF A POWER POLE WITH REFERENCE TAG. EB2641' EB2641'TO REACH FROM STATION, PROCEED NORTH ALONG NC 41 FOR APPROXIMATELY EB2641'0.35 MILE TO STATION ON RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3812 *********************************************************************** EB3812 DESIGNATION - CLAYBANK RM 2 AZIMUTH EB3812 PID - EB3812 EB3812 STATE/COUNTY- NC/ROBESON EB3812 USGS QUAD - FAIRMONT (1962) EB3812 EB3812 *CURRENT SURVEY CONTROL EB3812 ___________________________________________________________________ EB3812* NAD 83(1986)- 34 26 20.32018(N) 079 06 43.95489(W) ADJUSTED EB3812* NAVD 88 - 31.48 (+/-2cm) 103.3 (feet) VERTCON EB3812 ___________________________________________________________________ EB3812 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EB3812 GEOID HEIGHT- -33.58 (meters) GEOID03 EB3812 EB3812 HORZ ORDER - SECOND EB3812 VERT ORDER - THIRD ? (See Below) EB3812 EB3812.The North Carolina HARNS have been completed but, EB3812.due to contractual restrictions, coordinates for these stations EB3812.will NOT be published in the near future. In the interim, the EB3812.published coordinates in North Carolina will not be EB3812.consistent with the Continuously Operating Reference Stations EB3812.(CORS). The HARN coordinates for these stations are available EB3812.upon request. Contact Gary Thompson(919-733-3836). EB3812. EB3812.In addition, the published North Carolina positions EB3812.(NAD 83 (1986)) are NOT consistent with those determined in EB3812.adjacent state readjustments. The discontinuity between stations EB3812.located in North Carolina and those in adjacent states EB3812.which have been adjusted to the HARN may be as much as 5 EB3812.decimeters. This will result in a significant loss of accuracy EB3812.over lines crossing such state borders. EB3812 EB3812 EB3812.The horizontal coordinates were established by classical geodetic methods EB3812.and adjusted by the National Geodetic Survey in April 1991. EB3812 EB3812.The NAVD 88 height was computed by applying the VERTCON shift value to EB3812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3812.The vertical order pertains to the NGVD 29 superseded value. EB3812 EB3812.The Laplace correction was computed from DEFLEC99 derived deflections. EB3812 EB3812.The geoid height was determined by GEOID03. EB3812 EB3812; North East Units Scale Factor Converg. EB3812;SPC NC - 76,436.234 599,288.668 MT 0.99997242 -0 03 53.2 EB3812;SPC NC - 250,774.54 1,966,166.24 sFT 0.99997242 -0 03 53.2 EB3812;UTM 17 - 3,812,446.950 673,442.859 MT 0.99997081 +1 04 04.3 EB3812 EB3812! - Elev Factor x Scale Factor = Combined Factor EB3812!SPC NC - 1.00000033 x 0.99997242 = 0.99997275 EB3812!UTM 17 - 1.00000033 x 0.99997081 = 0.99997114 EB3812 EB3812 SUPERSEDED SURVEY CONTROL EB3812 EB3812 NGVD 29 (04/22/91) 31.79 (m) 104.3 (f) LEVELING 3 EB3812 EB3812.Superseded values are not recommended for survey control. EB3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3812.See file dsdata.txt to determine how the superseded data were derived. EB3812 EB3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7344312447(NAD 83) EB3812_MARKER: DR = REFERENCE MARK DISK EB3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3812_STAMPING: CLAYBANK NO 2 1933 EB3812_MARK LOGO: CGS EB3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3812+STABILITY: SURFACE MOTION EB3812 EB3812 HISTORY - Date Condition Report By EB3812 HISTORY - 1933 MONUMENTED CGS EB3812 HISTORY - 1977 GOOD NCGS EB3812 EB3812 STATION DESCRIPTION EB3812 EB3812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3812'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES SOUTH OF FAIRMONT AND EB3812'4.8 MILES NORTH OF MARIETTA ON EAST SIDE OF NC 41. EB3812'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 130 BUSINESS IN EB3812'FAIRMONT, PROCEED SOUTH ALONG NC 41 FOR 4.0 MILES TO STATION ON LEFT EB3812'AS DESCRIBED, 0.55 MILE SOUTH OF INTERSECTION WITH SR 2452 LEADING EB3812'WEST. EB3812' EB3812'STATION MARK IS A STANDARD DISK STAMPED---CLAYBANK NO. 2 1933---SET EB3812'IN THE TOP OF A 12 INCH CONCRETE MONUMENT, WHICH IS 14 INCHES ABOVE EB3812'GROUND SURFACE. THE MARK IS 32.3 FEET EAST OF CENTERLINE OF NC 41 AND EB3812'47.5 FEET SOUTH OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3205 *********************************************************************** EB3205 DESIGNATION - CLAYBANK RM 3 EB3205 PID - EB3205 EB3205 STATE/COUNTY- NC/ROBESON EB3205 USGS QUAD - FAIRMONT (1962) EB3205 EB3205 *CURRENT SURVEY CONTROL EB3205 ___________________________________________________________________ EB3205* NAD 83(1986)- 34 26 00.36677(N) 079 06 46.05821(W) ADJUSTED EB3205* NAVD 88 - 32.61 (+/-2cm) 107.0 (feet) VERTCON EB3205 ___________________________________________________________________ EB3205 LAPLACE CORR- -4.51 (seconds) DEFLEC99 EB3205 GEOID HEIGHT- -33.58 (meters) GEOID03 EB3205 EB3205 HORZ ORDER - SECOND EB3205 VERT ORDER - THIRD ? (See Below) EB3205 EB3205.The North Carolina HARNS have been completed but, EB3205.due to contractual restrictions, coordinates for these stations EB3205.will NOT be published in the near future. In the interim, the EB3205.published coordinates in North Carolina will not be EB3205.consistent with the Continuously Operating Reference Stations EB3205.(CORS). The HARN coordinates for these stations are available EB3205.upon request. Contact Gary Thompson(919-733-3836). EB3205. EB3205.In addition, the published North Carolina positions EB3205.(NAD 83 (1986)) are NOT consistent with those determined in EB3205.adjacent state readjustments. The discontinuity between stations EB3205.located in North Carolina and those in adjacent states EB3205.which have been adjusted to the HARN may be as much as 5 EB3205.decimeters. This will result in a significant loss of accuracy EB3205.over lines crossing such state borders. EB3205 EB3205 EB3205.The horizontal coordinates were established by classical geodetic methods EB3205.and adjusted by the National Geodetic Survey in April 1991. EB3205 EB3205.The NAVD 88 height was computed by applying the VERTCON shift value to EB3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3205.The vertical order pertains to the NGVD 29 superseded value. EB3205 EB3205.The Laplace correction was computed from DEFLEC99 derived deflections. EB3205 EB3205.The geoid height was determined by GEOID03. EB3205 EB3205; North East Units Scale Factor Converg. EB3205;SPC NC - 75,821.468 599,234.273 MT 0.99997378 -0 03 54.4 EB3205;SPC NC - 248,757.60 1,965,987.78 sFT 0.99997378 -0 03 54.4 EB3205;UTM 17 - 3,811,831.231 673,400.627 MT 0.99997063 +1 04 02.6 EB3205 EB3205! - Elev Factor x Scale Factor = Combined Factor EB3205!SPC NC - 1.00000015 x 0.99997378 = 0.99997393 EB3205!UTM 17 - 1.00000015 x 0.99997063 = 0.99997078 EB3205 EB3205 SUPERSEDED SURVEY CONTROL EB3205 EB3205 NGVD 29 (04/22/91) 32.92 (m) 108.0 (f) LEVELING 3 EB3205 EB3205.Superseded values are not recommended for survey control. EB3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3205.See file dsdata.txt to determine how the superseded data were derived. EB3205 EB3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7340111831(NAD 83) EB3205_MARKER: DR = REFERENCE MARK DISK EB3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3205_STAMPING: CLAYBANK NO 3 1933 EB3205_MARK LOGO: CGS EB3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3205+STABILITY: SURFACE MOTION EB3205 EB3205 HISTORY - Date Condition Report By EB3205 HISTORY - 1933 MONUMENTED CGS EB3205 EB3205 STATION DESCRIPTION EB3205 EB3205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LFS) EB3205'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTH OF FAIRMONT AND EB3205'4.5 MILES NORTH OF MARIETTA. EB3205' EB3205'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 130 BUSINESS IN EB3205'FAIRMONT, PROCEED SOUTH ALONG NC 41 FOR 4.35 MILES TO STATION IN LEFT EB3205'AND 0.4 MILE NORTH OF SR 2454 LEADING WEST. EB3205' EB3205'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC REFERENCE MARK EB3205'STAMPED---CLAYBANK NO. 3 1933---SET IN THE TOP OF A CONCRETE CYLINDER EB3205'POST, WHICH IS 8 INCHES ABOVE THE GROUND SURFACE. THE MARK IS 35.3 EB3205'FEET EAST-SOUTHEAST OF CENTERLINE OF NC 41, 11.6 FEET NORTH-NORTHWEST EB3205'OF A 10 INCH PINE WITH REFERENCE TAG AND 44.5 FEET WEST-SOUTHWEST OF EB3205'A 12 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3813 *********************************************************************** EB3813 DESIGNATION - CLEAR EB3813 PID - EB3813 EB3813 STATE/COUNTY- NC/ROBESON EB3813 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3813 EB3813 *CURRENT SURVEY CONTROL EB3813 ___________________________________________________________________ EB3813* NAD 83(1986)- 34 38 33.45342(N) 078 56 22.65942(W) ADJUSTED EB3813* NAVD 88 - 47.6 (meters) 156. (feet) VERTCON EB3813 ___________________________________________________________________ EB3813 LAPLACE CORR- -4.46 (seconds) DEFLEC99 EB3813 GEOID HEIGHT- -34.12 (meters) GEOID03 EB3813 EB3813 HORZ ORDER - SECOND EB3813 EB3813.The North Carolina HARNS have been completed but, EB3813.due to contractual restrictions, coordinates for these stations EB3813.will NOT be published in the near future. In the interim, the EB3813.published coordinates in North Carolina will not be EB3813.consistent with the Continuously Operating Reference Stations EB3813.(CORS). The HARN coordinates for these stations are available EB3813.upon request. Contact Gary Thompson(919-733-3836). EB3813. EB3813.In addition, the published North Carolina positions EB3813.(NAD 83 (1986)) are NOT consistent with those determined in EB3813.adjacent state readjustments. The discontinuity between stations EB3813.located in North Carolina and those in adjacent states EB3813.which have been adjusted to the HARN may be as much as 5 EB3813.decimeters. This will result in a significant loss of accuracy EB3813.over lines crossing such state borders. EB3813 EB3813 EB3813.The horizontal coordinates were established by classical geodetic methods EB3813.and adjusted by the National Geodetic Survey in April 1991. EB3813 EB3813.The NAVD 88 height was computed by applying the VERTCON shift value to EB3813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3813 EB3813.The Laplace correction was computed from DEFLEC99 derived deflections. EB3813 EB3813.The geoid height was determined by GEOID03. EB3813 EB3813; North East Units Scale Factor Converg. EB3813;SPC NC - 99,022.081 615,135.964 MT 0.99992870 +0 02 05.4 EB3813;SPC NC - 324,874.94 2,018,158.58 sFT 0.99992870 +0 02 05.4 EB3813;UTM 17 - 3,835,343.427 688,840.672 MT 1.00003956 +1 10 17.7 EB3813 EB3813! - Elev Factor x Scale Factor = Combined Factor EB3813!SPC NC - 0.99999789 x 0.99992870 = 0.99992659 EB3813!UTM 17 - 0.99999789 x 1.00003956 = 1.00003745 EB3813 EB3813 SUPERSEDED SURVEY CONTROL EB3813 EB3813 NGVD 29 (04/22/91) 47.9 (m) 157. (f) VERT ANG EB3813 EB3813.Superseded values are not recommended for survey control. EB3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3813.See file dsdata.txt to determine how the superseded data were derived. EB3813 EB3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8884135343(NAD 83) EB3813_MARKER: DE = TRAVERSE STATION DISK EB3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3813_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3813_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3813+STABILITY: SURFACE MOTION EB3813 EB3813 HISTORY - Date Condition Report By EB3813 HISTORY - 1977 MONUMENTED NCGS EB3813 EB3813 STATION DESCRIPTION EB3813 EB3813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3813'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES EAST-NORTHEAST OF EB3813'LUMBERTON AND 11.5 MILES SOUTH OF SAINT PAULS. EB3813' EB3813'TO REACH STATION FROM THE NC 211 - NC 41 CROSSROADS IN LUMBERTON, EB3813'PROCEED EAST ALONG NC 41 FOR 3.1 MILES TO STATION IN RIGTH SHOULDER EB3813'AT A CULVERT UNDER HIGHWAY AND 0.2 MILE EAST OF SR 1954 LEADING EB3813'NORTH. EB3813' EB3813'STATION MARK IS A STANDARD DISK STAMPED---CLEAR 1977---SET IN THE TOP EB3813'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3813'THE MARK IS 19.1 FEET SOUTH OF CENTERLINE OF NC 41, 17.1 FEET NORTH EB3813'OF A BRACE POLE WITH REFERENCE TAG, 16.5 FEET NORTHEAST OF SOUTH END EB3813'OF CULVERT, 27.0 FEET NORTH-NORTHEAST OF AN 8 INCH OAK WITH REFERENCE EB3813'TAG AND 49.7 FEET SOUTH OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3815 *********************************************************************** EB3815 DESIGNATION - COLA EB3815 PID - EB3815 EB3815 STATE/COUNTY- NC/ROBESON EB3815 USGS QUAD - FAIRMONT (1962) EB3815 EB3815 *CURRENT SURVEY CONTROL EB3815 ___________________________________________________________________ EB3815* NAD 83(1986)- 34 27 51.55784(N) 079 00 54.10858(W) ADJUSTED EB3815* NAVD 88 - 32.530 (meters) 106.73 (feet) ADJUSTED EB3815 ___________________________________________________________________ EB3815 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB3815 GEOID HEIGHT- -33.87 (meters) GEOID03 EB3815 DYNAMIC HT - 32.498 (meters) 106.62 (feet) COMP EB3815 MODELED GRAV- 979,668.2 (mgal) NAVD 88 EB3815 EB3815 HORZ ORDER - SECOND EB3815 VERT ORDER - SECOND CLASS II EB3815 EB3815.The North Carolina HARNS have been completed but, EB3815.due to contractual restrictions, coordinates for these stations EB3815.will NOT be published in the near future. In the interim, the EB3815.published coordinates in North Carolina will not be EB3815.consistent with the Continuously Operating Reference Stations EB3815.(CORS). The HARN coordinates for these stations are available EB3815.upon request. Contact Gary Thompson(919-733-3836). EB3815. EB3815.In addition, the published North Carolina positions EB3815.(NAD 83 (1986)) are NOT consistent with those determined in EB3815.adjacent state readjustments. The discontinuity between stations EB3815.located in North Carolina and those in adjacent states EB3815.which have been adjusted to the HARN may be as much as 5 EB3815.decimeters. This will result in a significant loss of accuracy EB3815.over lines crossing such state borders. EB3815 EB3815 EB3815.The horizontal coordinates were established by classical geodetic methods EB3815.and adjusted by the National Geodetic Survey in April 1991. EB3815 EB3815.The orthometric height was determined by differential leveling EB3815.and adjusted by the National Geodetic Survey in October 1999. EB3815 EB3815.The Laplace correction was computed from DEFLEC99 derived deflections. EB3815 EB3815.The geoid height was determined by GEOID03. EB3815 EB3815.The dynamic height is computed by dividing the NAVD 88 EB3815.geopotential number by the normal gravity value computed on the EB3815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3815.degrees latitude (g = 980.6199 gals.). EB3815 EB3815.The modeled gravity was interpolated from observed gravity values. EB3815 EB3815; North East Units Scale Factor Converg. EB3815;SPC NC - 79,241.825 608,220.309 MT 0.99996630 -0 00 31.2 EB3815;SPC NC - 259,979.22 1,995,469.46 sFT 0.99996630 -0 00 31.2 EB3815;UTM 17 - 3,815,428.577 682,317.492 MT 1.00000973 +1 07 24.9 EB3815 EB3815! - Elev Factor x Scale Factor = Combined Factor EB3815!SPC NC - 1.00000021 x 0.99996630 = 0.99996651 EB3815!UTM 17 - 1.00000021 x 1.00000973 = 1.00000994 EB3815 EB3815 SUPERSEDED SURVEY CONTROL EB3815 EB3815 NGVD 29 (04/22/91) 32.9 (m) 108. (f) VERT ANG EB3815 EB3815.Superseded values are not recommended for survey control. EB3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3815.See file dsdata.txt to determine how the superseded data were derived. EB3815 EB3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8231715429(NAD 83) EB3815_MARKER: DE = TRAVERSE STATION DISK EB3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3815_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3815_STAMPING: COLA 1977 EB3815_MARK LOGO: NCGS EB3815_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3815+STABILITY: SURFACE MOTION EB3815 EB3815 HISTORY - Date Condition Report By EB3815 HISTORY - 1977 MONUMENTED NCGS EB3815 HISTORY - 19890301 GOOD NCGS EB3815 EB3815 STATION DESCRIPTION EB3815 EB3815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3815'THE STATION IS LOCATED APPROXIMATELY 0.3 MILE WEST OF ORRUM AND 10.5 EB3815'MILES SOUTH OF LUMBERTON. EB3815' EB3815'TO REACH THE STATION FROM INTERSECTION NC 130 AND SR 2225 IN ORRUM, EB3815'PROCEED WEST ALONG NC 130 FOR 0.3 MILE TO STATION ON RIGHT IN SMALL EB3815'TRAFFIC ISLAND AT PARKERS GROCERY IN FRONT OF BLOCK BUILDING. EB3815' EB3815'STATION MARK IS A STANDARD DISK STAMPED---COLA 1977---SET IN THE TOP EB3815'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MARK EB3815'IS 24.4 FEET NORTH OF CENTERLINE OF NC 130, 67.6 FEET EAST-SOUTHEAST EB3815'OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 37.9 FEET SOUTHWEST EB3815'OF SOUTHEAST CORNER AND 36.2 FEET SOUTHEAST OF SOUTHWEST CORNER OF A EB3815'BLOCKED BUILDING AND 48.4 FEET WEST OF A 12 INCH PINE WITH EB3815'REFERENCE TAG. EB3815 EB3815 STATION RECOVERY (1989) EB3815 EB3815'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3815'STATION IS LOCATED ABOUT 0.3 MI (0.5 KM) WEST OF ORRUM AND 10.5 MI EB3815'(16.9 KM) SOUTH OF LUMBERTON. ALONG NC 130 FOR 0.3 MI (0.5 KM) WEST EB3815'FROM SR 2225, ON THE RIGHT, IN A SMALL TRAFFIC ISLAND AT PARKERS EB3815'GROCERY IN FRONT OF A BLOCK BUILDING. STATION IS LEVEL WITH HIGHWAY EB3815'AND RECESSED 5 INCHES BELOW GROUND. LOCATED 24.4 FT (7.4 M) NORTH OF EB3815'THE CENTERLINE OF NC 130, 37.9 FT (11.6 M) SOUTHWEST OF THE SOUTHEAST EB3815'CORNER AND 36.2 FT (11.0 M) SOUTHEAST OF SOUTHWEST CORNER OF A BLOCK EB3815'BUILDING--AND 67.6 FT (20.6 M) EAST-SOUTHEAST OF POWER POLE WITH EB3815'TRANSFORMER, 58.7 FT (17.9 M) WEST OF A 12-INCH PINE--BOTH WITH EB3815'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3816. EB3816.In addition, the published North 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 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;SPC NC - 389,707.69 1,945,666.31 sFT 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 = OCTOBER 5, 2005 EB3817 *********************************************************************** EB3817 DESIGNATION - COLONIAL EB3817 PID - EB3817 EB3817 STATE/COUNTY- NC/ROBESON EB3817 USGS QUAD - PARKTON (1982) EB3817 EB3817 *CURRENT SURVEY CONTROL EB3817 ___________________________________________________________________ EB3817* NAD 83(1986)- 34 53 48.74358(N) 079 03 16.84198(W) ADJUSTED EB3817* NAVD 88 - 58.2 (meters) 191. (feet) VERTCON EB3817 ___________________________________________________________________ EB3817 LAPLACE CORR- -4.49 (seconds) DEFLEC99 EB3817 GEOID HEIGHT- -33.22 (meters) GEOID03 EB3817 EB3817 HORZ ORDER - SECOND EB3817 EB3817.The North Carolina HARNS have been completed but, EB3817.due to contractual restrictions, coordinates for these stations EB3817.will NOT be published in the near future. In the interim, the EB3817.published coordinates in North Carolina will not be EB3817.consistent with the Continuously Operating Reference Stations EB3817.(CORS). The HARN coordinates for these stations are available EB3817.upon request. Contact Gary Thompson(919-733-3836). EB3817. EB3817.In addition, the published North Carolina positions EB3817.(NAD 83 (1986)) are NOT consistent with those determined in EB3817.adjacent state readjustments. The discontinuity between stations EB3817.located in North Carolina and those in adjacent states EB3817.which have been adjusted to the HARN may be as much as 5 EB3817.decimeters. This will result in a significant loss of accuracy EB3817.over lines crossing such state borders. EB3817 EB3817 EB3817.The horizontal coordinates were established by classical geodetic methods EB3817.and adjusted by the National Geodetic Survey in April 1991. EB3817 EB3817.The NAVD 88 height was computed by applying the VERTCON shift value to EB3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3817 EB3817.The Laplace correction was computed from DEFLEC99 derived deflections. EB3817 EB3817.The geoid height was determined by GEOID03. EB3817 EB3817; North East Units Scale Factor Converg. EB3817;SPC NC - 127,224.462 604,604.023 MT 0.99989166 -0 01 53.6 EB3817;SPC NC - 417,402.26 1,983,605.03 sFT 0.99989166 -0 01 53.6 EB3817;UTM 17 - 3,863,333.488 677,748.143 MT 0.99998941 +1 06 47.6 EB3817 EB3817! - Elev Factor x Scale Factor = Combined Factor EB3817!SPC NC - 0.99999608 x 0.99989166 = 0.99988774 EB3817!UTM 17 - 0.99999608 x 0.99998941 = 0.99998549 EB3817 EB3817 SUPERSEDED SURVEY CONTROL EB3817 EB3817 NGVD 29 (04/22/91) 58.5 (m) 192. (f) VERT ANG EB3817 EB3817.Superseded values are not recommended for survey control. EB3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3817.See file dsdata.txt to determine how the superseded data were derived. EB3817 EB3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7774863333(NAD 83) EB3817_MARKER: DE = TRAVERSE STATION DISK EB3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3817_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3817_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3817+STABILITY: SURFACE MOTION EB3817 EB3817 HISTORY - Date Condition Report By EB3817 HISTORY - 1977 MONUMENTED NCGS EB3817 HISTORY - 19970426 GOOD USPSQD EB3817 EB3817 STATION DESCRIPTION EB3817 EB3817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3817'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES EAST-NORTHEAST OF EB3817'LUMBER BRIDGE AND 2.5 MILES WEST OF PEMBROKE. EB3817' EB3817'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD AT LUMBER BRIDGE, EB3817'PROCEED NORTHEAST ALONG NC 71 FOR 1.15 MILE TO STATION ON LEFT AT A EB3817'GRAVAL DRIVE LEADING TO A LARGE BRICK RESIDENCE APPROXIMATELY 500 FEET EB3817'EAST OF A TWO STORY COLONIAL TYPE RESIDENCE AND 0.7 MILE EAST OF EB3817'SR 1709 LEADING NORTH. EB3817' EB3817'STATION MARK IS A STANDARD DISK STAMPED---COLONIAL 1977---SET IN THE EB3817'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3817'SURFACE. THE MARK IS 35.6 FEET NORTH OF CENTERLINE OF NC 71, 13.5 FEET EB3817'EAST OF CENTERLINE OF DRIVEWAY LEADING TO BRICK HOUSE, 25.6 FEET EB3817'EAST-NORTHEAST OF WESTERNMOST END OF CULVERT UNDER DRIVEWAY LEADING TO EB3817'RESIDENCE, 14.2 FEET SOUTH-SOUTHEAST OF CORNER FENCE POST 19 WITH EB3817'REFERENCE TAG, 84.0 FEET NORTH OF POWER POLE 3007 WITH REFERENCE TAG EB3817'AND 6.2 FEET NORTH OF EAST END OF CULVERT UNDER DRIVEWAY LEADING TO EB3817'RESIDENCE. EB3817 EB3817 STATION RECOVERY (1997) EB3817 EB3817'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3817'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2489 *********************************************************************** EB2489 DESIGNATION - CONE EB2489 PID - EB2489 EB2489 STATE/COUNTY- NC/ROBESON EB2489 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2489 EB2489 *CURRENT SURVEY CONTROL EB2489 ___________________________________________________________________ EB2489* NAD 83(1986)- 34 36 12.62721(N) 078 58 17.25968(W) ADJUSTED EB2489* NAVD 88 - 45.3 (meters) 149. (feet) VERTCON EB2489 ___________________________________________________________________ EB2489 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2489 GEOID HEIGHT- -34.06 (meters) GEOID03 EB2489 EB2489 HORZ ORDER - SECOND EB2489 EB2489.The North Carolina HARNS have been completed but, EB2489.due to contractual restrictions, coordinates for these stations EB2489.will NOT be published in the near future. In the interim, the EB2489.published coordinates in North Carolina will not be EB2489.consistent with the Continuously Operating Reference Stations EB2489.(CORS). The HARN coordinates for these stations are available EB2489.upon request. Contact Gary Thompson(919-733-3836). EB2489. EB2489.In addition, the published North Carolina positions EB2489.(NAD 83 (1986)) are NOT consistent with those determined in EB2489.adjacent state readjustments. The discontinuity between stations EB2489.located in North Carolina and those in adjacent states EB2489.which have been adjusted to the HARN may be as much as 5 EB2489.decimeters. This will result in a significant loss of accuracy EB2489.over lines crossing such state borders. EB2489 EB2489 EB2489.The horizontal coordinates were established by classical geodetic methods EB2489.and adjusted by the National Geodetic Survey in July 1986. EB2489 EB2489.The NAVD 88 height was computed by applying the VERTCON shift value to EB2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2489 EB2489.The Laplace correction was computed from DEFLEC99 derived deflections. EB2489 EB2489.The geoid height was determined by GEOID03. EB2489 EB2489; North East Units Scale Factor Converg. EB2489;SPC NC - 94,681.520 612,218.828 MT 0.99993613 +0 00 59.3 EB2489;SPC NC - 310,634.29 2,008,587.94 sFT 0.99993613 +0 00 59.3 EB2489;UTM 17 - 3,830,945.429 686,009.901 MT 1.00002648 +1 09 08.4 EB2489 EB2489! - Elev Factor x Scale Factor = Combined Factor EB2489!SPC NC - 0.99999824 x 0.99993613 = 0.99993437 EB2489!UTM 17 - 0.99999824 x 1.00002648 = 1.00002472 EB2489 EB2489: Primary Azimuth Mark Grid Az EB2489:SPC NC - STANNEL 113 09 58.7 EB2489:UTM 17 - STANNEL 112 01 49.6 EB2489 EB2489|---------------------------------------------------------------------| EB2489| PID Reference Object Distance Geod. Az | EB2489| dddmmss.s | EB2489| EB2508 STANNEL APPROX. 4.1 KM 1131058.0 | EB2489|---------------------------------------------------------------------| EB2489 EB2489 SUPERSEDED SURVEY CONTROL EB2489 EB2489 NAD 27 - 34 36 12.03283(N) 078 58 18.14389(W) AD( ) 2 EB2489 NGVD 29 (07/19/86) 45.6 (m) 150. (f) VERT ANG EB2489 EB2489.Superseded values are not recommended for survey control. EB2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2489.See file dsdata.txt to determine how the superseded data were derived. EB2489 EB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8601030945(NAD 83) EB2489_MARKER: DE = TRAVERSE STATION DISK EB2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2489_STAMPING: CONE 1965 EB2489_MARK LOGO: NCGS EB2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2489+STABILITY: SURFACE MOTION EB2489 EB2489 HISTORY - Date Condition Report By EB2489 HISTORY - 1965 MONUMENTED NCGS EB2489 HISTORY - 1981 SEE DESCRIPTION USGS EB2489 EB2489 STATION DESCRIPTION EB2489 EB2489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2489'CONE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2489'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2489' EB2489'CONE IS 2.5 MILES SE OF LUMBERTON. LOCATED 0.6 MILES SE EB2489'ALONG SEABOARD AIR LINE RR FROM U.S. 74. TO REACH STATION EB2489'FROM INTERSECTION OF U.S. 74 AND NC 211 BYPASS, GO EAST ON EB2489'NC 211 FOR 1.0 MILE TO DIRT ROAD JUST EAST OF PINE CONE SERVICE EB2489'STATION, TURN RIGHT (SOUTH) ON DIRT ROAD FOR 0.2 MILES TO RR EB2489'CROSSING, TURN RIGHT (W) ON DIRT ROAD AND GO 0.2 MILES TO RR EB2489'CROSSING IN FRONT OF HOUSE. STATION IS 2.9 MILES W FROM SR EB2489'1002 AND NC 211 TO PINE CONE SERVICE STATION, TURN LEFT ON EB2489'DIRT ROAD TO STATION AT RR. EB2489' EB2489'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CONE EB2489'1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2489'FLUSH WITH THE SURFACE OF THE GROUND. EB2489' EB2489'MARK IS EB2489' EB2489'6.2 FT N OF N RAIL. EB2489' EB2489'50.0 FT S OF 14 INCH PECAN TREE WITH ALUMINUM REF. TAG. EB2489' EB2489'87.4 FT W OF TP 45 WITH ALUMINUM REF. TAG. EB2489' EB2489'72.3 FT SE OF TP 25 WITH ALUMINUM REF. TAG. EB2489' EB2489'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2489 EB2489 STATION RECOVERY (1981) EB2489 EB2489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2489'THE STATION WAS FOUND DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2551 *********************************************************************** EB2551 DESIGNATION - CORN EB2551 PID - EB2551 EB2551 STATE/COUNTY- NC/ROBESON EB2551 USGS QUAD - HOPE MILLS (1986) EB2551 EB2551 *CURRENT SURVEY CONTROL EB2551 ___________________________________________________________________ EB2551* NAD 83(1986)- 34 53 41.00342(N) 078 58 30.57979(W) ADJUSTED EB2551* NAVD 88 - 52.2 (meters) 171. (feet) VERTCON EB2551 ___________________________________________________________________ EB2551 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB2551 GEOID HEIGHT- -33.47 (meters) GEOID03 EB2551 EB2551 HORZ ORDER - SECOND EB2551 EB2551.The North Carolina HARNS have been completed but, EB2551.due to contractual restrictions, coordinates for these stations EB2551.will NOT be published in the near future. In the interim, the EB2551.published coordinates in North Carolina will not be EB2551.consistent with the Continuously Operating Reference Stations EB2551.(CORS). The HARN coordinates for these stations are available EB2551.upon request. Contact Gary Thompson(919-733-3836). EB2551. EB2551.In addition, the published North Carolina positions EB2551.(NAD 83 (1986)) are NOT consistent with those determined in EB2551.adjacent state readjustments. The discontinuity between stations EB2551.located in North Carolina and those in adjacent states EB2551.which have been adjusted to the HARN may be as much as 5 EB2551.decimeters. This will result in a significant loss of accuracy EB2551.over lines crossing such state borders. EB2551 EB2551 EB2551.The horizontal coordinates were established by classical geodetic methods EB2551.and adjusted by the National Geodetic Survey in July 1986. EB2551 EB2551.The NAVD 88 height was computed by applying the VERTCON shift value to EB2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2551 EB2551.The Laplace correction was computed from DEFLEC99 derived deflections. EB2551 EB2551.The geoid height was determined by GEOID03. EB2551 EB2551; North East Units Scale Factor Converg. EB2551;SPC NC - 126,984.873 611,871.377 MT 0.99989189 +0 00 51.6 EB2551;SPC NC - 416,616.20 2,007,448.01 sFT 0.99989189 +0 00 51.6 EB2551;UTM 17 - 3,863,239.100 685,019.660 MT 1.00002192 +1 09 31.2 EB2551 EB2551! - Elev Factor x Scale Factor = Combined Factor EB2551!SPC NC - 0.99999706 x 0.99989189 = 0.99988895 EB2551!UTM 17 - 0.99999706 x 1.00002192 = 1.00001898 EB2551 EB2551: Primary Azimuth Mark Grid Az EB2551:SPC NC - LANE 040 05 19.1 EB2551:UTM 17 - LANE 038 56 39.5 EB2551 EB2551|---------------------------------------------------------------------| EB2551| PID Reference Object Distance Geod. Az | EB2551| dddmmss.s | EB2551| EB2552 LANE APPROX. 0.7 KM 0400610.7 | EB2551|---------------------------------------------------------------------| EB2551 EB2551 SUPERSEDED SURVEY CONTROL EB2551 EB2551 NAD 27 - 34 53 40.41436(N) 078 58 31.47352(W) AD( ) 2 EB2551 NGVD 29 (07/19/86) 52.5 (m) 172. (f) VERT ANG EB2551 EB2551.Superseded values are not recommended for survey control. EB2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2551.See file dsdata.txt to determine how the superseded data were derived. EB2551 EB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8502063239(NAD 83) EB2551_MARKER: DE = TRAVERSE STATION DISK EB2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2551_STAMPING: CORN 1969 EB2551_MARK LOGO: NCGS EB2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2551+STABILITY: SURFACE MOTION EB2551 EB2551 HISTORY - Date Condition Report By EB2551 HISTORY - 1969 MONUMENTED NCGS EB2551 HISTORY - 1981 MARK NOT FOUND USGS EB2551 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2551 HISTORY - 20040424 POOR USPSQD EB2551 EB2551 STATION DESCRIPTION EB2551 EB2551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2551'CORN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2551'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2551' EB2551'CORN IS LOCATED APPROXIMATELY 2.05 MILES NORTHEAST OF PARKTON. TO EB2551'REACH STATION PROCEED FROM THE INTERSECTION OF US 301, NC 71, AND SR EB2551'1902, GO SOUTH ON US 301 FOR 0.9 MILE TO STATION ON RIGHT, NEAR EB2551'CENTER OF LONG CURVE, APPROXIMATELY 50 FEET SOUTH OF SMALL TREE LINE EB2551'BETWEEN TWO FIELDS, AND 0.20 MILE NORTH OF INTERSECTION OF US 301 EB2551'AND SR 1720 GOING WEST. EB2551' EB2551'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CORN EB2551'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2551'INCHES BELOW THE SURFACE OF THE GROUND. EB2551' EB2551'MARK IS EB2551' EB2551'17.9 FEET ENE OF C/L OF US 301. EB2551'118.4 FEET SW OF E END OF CULVERT. EB2551'114.3 FEET SSW OF W END OF CULVERT. EB2551'131.3 FEET S OF PP W/TRANSFORMER (NO. 2296) AND WITH ALUMINUM REF. EB2551'TAG. EB2551'52.2 FEET SSW OF CLEARANCE POST WITH ALUMINUM REF. TAG. EB2551'13.8 FEET NNE OF CLEARANCE POST WITH ALUMINUM REF. TAG. EB2551 EB2551 STATION RECOVERY (1981) EB2551 EB2551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RLM) EB2551'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE DESCRIPTION IS EB2551'INADEQUATE FOR LOCATING THE MARK. EB2551 EB2551 STATION RECOVERY (1995) EB2551 EB2551'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2551'MARK NOT FOUND. EB2551 EB2551 STATION RECOVERY (2004) EB2551 EB2551'RECOVERY NOTE BY US POWER SQUADRON 2004 (RC) EB2551'A METAL ROD IS AT THE CORRECT LOCATION BUT NO DISK WAS FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2490 *********************************************************************** EB2490 DESIGNATION - COTTON EB2490 PID - EB2490 EB2490 STATE/COUNTY- NC/ROBESON EB2490 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2490 EB2490 *CURRENT SURVEY CONTROL EB2490 ___________________________________________________________________ EB2490* NAD 83(1986)- 34 36 41.76402(N) 078 59 39.83719(W) ADJUSTED EB2490* NAVD 88 - 39.7 (meters) 130. (feet) VERTCON EB2490 ___________________________________________________________________ EB2490 LAPLACE CORR- -5.09 (seconds) DEFLEC99 EB2490 GEOID HEIGHT- -33.98 (meters) GEOID03 EB2490 EB2490 HORZ ORDER - SECOND EB2490 EB2490.The North Carolina HARNS have been completed but, EB2490.due to contractual restrictions, coordinates for these stations EB2490.will NOT be published in the near future. In the interim, the EB2490.published coordinates in North Carolina will not be EB2490.consistent with the Continuously Operating Reference Stations EB2490.(CORS). The HARN coordinates for these stations are available EB2490.upon request. Contact Gary Thompson(919-733-3836). EB2490. EB2490.In addition, the published North Carolina positions EB2490.(NAD 83 (1986)) are NOT consistent with those determined in EB2490.adjacent state readjustments. The discontinuity between stations EB2490.located in North Carolina and those in adjacent states EB2490.which have been adjusted to the HARN may be as much as 5 EB2490.decimeters. This will result in a significant loss of accuracy EB2490.over lines crossing such state borders. EB2490 EB2490 EB2490.The horizontal coordinates were established by classical geodetic methods EB2490.and adjusted by the National Geodetic Survey in July 1986. EB2490 EB2490.The NAVD 88 height was computed by applying the VERTCON shift value to EB2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2490 EB2490.The Laplace correction was computed from DEFLEC99 derived deflections. EB2490 EB2490.The geoid height was determined by GEOID03. EB2490 EB2490; North East Units Scale Factor Converg. EB2490;SPC NC - 95,578.946 610,114.876 MT 0.99993456 +0 00 11.6 EB2490;SPC NC - 313,578.59 2,001,685.22 sFT 0.99993456 +0 00 11.6 EB2490;UTM 17 - 3,831,801.037 683,888.386 MT 1.00001680 +1 08 22.3 EB2490 EB2490! - Elev Factor x Scale Factor = Combined Factor EB2490!SPC NC - 0.99999910 x 0.99993456 = 0.99993366 EB2490!UTM 17 - 0.99999910 x 1.00001680 = 1.00001590 EB2490 EB2490: Primary Azimuth Mark Grid Az EB2490:SPC NC - YVOONNE 113 17 21.2 EB2490:UTM 17 - YVOONNE 112 09 10.5 EB2490 EB2490|---------------------------------------------------------------------| EB2490| PID Reference Object Distance Geod. Az | EB2490| dddmmss.s | EB2490| EB2512 YVOONNE APPROX. 1.4 KM 1131732.8 | EB2490|---------------------------------------------------------------------| EB2490 EB2490 SUPERSEDED SURVEY CONTROL EB2490 EB2490 NAD 27 - 34 36 41.17169(N) 078 59 40.71841(W) AD( ) 2 EB2490 NGVD 29 (07/19/86) 40.0 (m) 131. (f) VERT ANG EB2490 EB2490.Superseded values are not recommended for survey control. EB2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2490.See file dsdata.txt to determine how the superseded data were derived. EB2490 EB2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8388831801(NAD 83) EB2490_MARKER: DE = TRAVERSE STATION DISK EB2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2490_STAMPING: COTTON 1965 EB2490_MARK LOGO: NCGS EB2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2490+STABILITY: SURFACE MOTION EB2490 EB2490 HISTORY - Date Condition Report By EB2490 HISTORY - 1965 MONUMENTED NCGS EB2490 HISTORY - 1981 MARK NOT FOUND USGS EB2490 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2490 EB2490 STATION DESCRIPTION EB2490 EB2490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2490'COTTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2490'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2490' EB2490'COTTON IS 1.0 MILE SE OF LUMBERTON. LOCATED 0.85 MILES NW EB2490'ALONG ATLANTIC COAST LINE RR FROM U.S. 74. 0.4 MILE S ALONG EB2490'CAROLINA AVE. FROM U.S. 211 BUS. AT THE INTERSECTION OF EB2490'CAROLINA AVE. AND SEABOARD AIR LINE RR. AT THE INTERSECTION EB2490'OF EAST AVE. AND CAROLINA AVE.. AND APPROXIMATELY 200 FT NE EB2490'OF OLD LUMBER COTTON MILL INC. EB2490' EB2490'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2490'COTTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2490'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2490' EB2490'MARK IS EB2490' EB2490'12.5 FT E OF C/L OF CAROLINA AVE. EB2490' EB2490'3.8 FT N OF NORTH RAIL. EB2490' EB2490'54.0 FT NW OF PP 46 WITH ALUMINUM REF. TAG. EB2490' EB2490'67.1 FT N OF 40 INCH OAK WITH ALUMINUM REF. TAG. EB2490' EB2490'49.9 FT S OF PP 35 WITH ALUMINUM REF. TAG. EB2490' EB2490'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2490 EB2490 STATION RECOVERY (1981) EB2490 EB2490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2490'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2490 EB2490 STATION RECOVERY (1997) EB2490 EB2490'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2490'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3819 *********************************************************************** EB3819 DESIGNATION - COX EB3819 PID - EB3819 EB3819 STATE/COUNTY- NC/ROBESON EB3819 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3819 EB3819 *CURRENT SURVEY CONTROL EB3819 ___________________________________________________________________ EB3819* NAD 83(1986)- 34 38 45.72749(N) 078 55 20.39945(W) ADJUSTED EB3819* NAVD 88 - 43.3 (meters) 142. (feet) VERTCON EB3819 ___________________________________________________________________ EB3819 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EB3819 GEOID HEIGHT- -34.17 (meters) GEOID03 EB3819 EB3819 HORZ ORDER - SECOND EB3819 EB3819.The North Carolina HARNS have been completed but, EB3819.due to contractual restrictions, coordinates for these stations EB3819.will NOT be published in the near future. In the interim, the EB3819.published coordinates in North Carolina will not be EB3819.consistent with the Continuously Operating Reference Stations EB3819.(CORS). The HARN coordinates for these stations are available EB3819.upon request. Contact Gary Thompson(919-733-3836). EB3819. EB3819.In addition, the published North Carolina positions EB3819.(NAD 83 (1986)) are NOT consistent with those determined in EB3819.adjacent state readjustments. The discontinuity between stations EB3819.located in North Carolina and those in adjacent states EB3819.which have been adjusted to the HARN may be as much as 5 EB3819.decimeters. This will result in a significant loss of accuracy EB3819.over lines crossing such state borders. EB3819 EB3819 EB3819.The horizontal coordinates were established by classical geodetic methods EB3819.and adjusted by the National Geodetic Survey in April 1991. EB3819 EB3819.The NAVD 88 height was computed by applying the VERTCON shift value to EB3819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3819 EB3819.The Laplace correction was computed from DEFLEC99 derived deflections. EB3819 EB3819.The geoid height was determined by GEOID03. EB3819 EB3819; North East Units Scale Factor Converg. EB3819;SPC NC - 99,401.382 616,721.165 MT 0.99992808 +0 02 41.4 EB3819;SPC NC - 326,119.37 2,023,359.36 sFT 0.99992808 +0 02 41.4 EB3819;UTM 17 - 3,835,754.148 690,418.218 MT 1.00004693 +1 10 53.5 EB3819 EB3819! - Elev Factor x Scale Factor = Combined Factor EB3819!SPC NC - 0.99999857 x 0.99992808 = 0.99992665 EB3819!UTM 17 - 0.99999857 x 1.00004693 = 1.00004550 EB3819 EB3819 SUPERSEDED SURVEY CONTROL EB3819 EB3819 NGVD 29 (04/22/91) 43.6 (m) 143. (f) VERT ANG EB3819 EB3819.Superseded values are not recommended for survey control. EB3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3819.See file dsdata.txt to determine how the superseded data were derived. EB3819 EB3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9041835754(NAD 83) EB3819_MARKER: DE = TRAVERSE STATION DISK EB3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3819_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3819_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3819+STABILITY: SURFACE MOTION EB3819 EB3819 HISTORY - Date Condition Report By EB3819 HISTORY - 1977 MONUMENTED NCGS EB3819 EB3819 STATION DESCRIPTION EB3819 EB3819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3819'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES EAST-NORTHEAST OF EB3819'LUMBERTON AND 11.4 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3819' EB3819'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3819'PROCEED EAST ALONG NC 41 FOR 4.15 MILES TO STATION IN LEFT SHOULDER ON EB3819'PROLONGATION OF THE EAST SIDE OF A FRAME HOUSE AND 0.25 MILE EAST OF EB3819'T INTERSECTION WITH SR 1002 SOUTH AND 0.4 MILE WEST OF SR 1004 LEADING EB3819'NORTHEAST. EB3819' EB3819'STATION MARK IS A STANDARD DISK STAMPED---COX 1977---SET IN THE TOP EB3819'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3819'THE MARK IS 20.2 FEET NORTH OF CENTERLINE OF NC 71, 72.4 FEET EB3819'EAST-SOUTHEAST OF EAST END OF CULVERT UNDER DIRT DRIVEWAY, 86.1 FEET EB3819'SOUTH OF SOUTHEAST CORNER OF HOUSE, 92.8 FEET SOUTHEAST OF SOUTHWEST EB3819'CORNER OF HOUSE AND 55.7 FEET NORTH-NORTHWEST OF A 14 INCH PECAN WITH EB3819'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3821 *********************************************************************** EB3821 DESIGNATION - CROP EB3821 PID - EB3821 EB3821 STATE/COUNTY- NC/ROBESON EB3821 USGS QUAD - ROWLAND (1982) EB3821 EB3821 *CURRENT SURVEY CONTROL EB3821 ___________________________________________________________________ EB3821* NAD 83(1986)- 34 33 52.23175(N) 079 17 11.11934(W) ADJUSTED EB3821* NAVD 88 - 45.9 (meters) 151. (feet) VERTCON EB3821 ___________________________________________________________________ EB3821 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EB3821 GEOID HEIGHT- -33.01 (meters) GEOID03 EB3821 EB3821 HORZ ORDER - SECOND EB3821 EB3821.The North Carolina HARNS have been completed but, EB3821.due to contractual restrictions, coordinates for these stations EB3821.will NOT be published in the near future. In the interim, the EB3821.published coordinates in North Carolina will not be EB3821.consistent with the Continuously Operating Reference Stations EB3821.(CORS). The HARN coordinates for these stations are available EB3821.upon request. Contact Gary Thompson(919-733-3836). EB3821. EB3821.In addition, the published North Carolina positions EB3821.(NAD 83 (1986)) are NOT consistent with those determined in EB3821.adjacent state readjustments. The discontinuity between stations EB3821.located in North Carolina and those in adjacent states EB3821.which have been adjusted to the HARN may be as much as 5 EB3821.decimeters. This will result in a significant loss of accuracy EB3821.over lines crossing such state borders. EB3821 EB3821 EB3821.The horizontal coordinates were established by classical geodetic methods EB3821.and adjusted by the National Geodetic Survey in April 1991. EB3821 EB3821.The NAVD 88 height was computed by applying the VERTCON shift value to EB3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3821 EB3821.The Laplace correction was computed from DEFLEC99 derived deflections. EB3821 EB3821.The geoid height was determined by GEOID03. EB3821 EB3821; North East Units Scale Factor Converg. EB3821;SPC NC - 90,393.074 583,318.013 MT 0.99994400 -0 09 55.1 EB3821;SPC NC - 296,564.61 1,913,769.18 sFT 0.99994400 -0 09 55.1 EB3821;SPC SC - 304,189.028 766,833.162 MT 0.99991556 +0 57 00.0 EB3821;SPC SC - 997,995.50 2,515,856.83 iFT 0.99991556 +0 57 00.0 EB3821;UTM 17 - 3,826,084.362 657,199.164 MT 0.99990459 +0 58 20.5 EB3821 EB3821! - Elev Factor x Scale Factor = Combined Factor EB3821!SPC NC - 0.99999798 x 0.99994400 = 0.99994198 EB3821!SPC SC - 0.99999798 x 0.99991556 = 0.99991354 EB3821!UTM 17 - 0.99999798 x 0.99990459 = 0.99990257 EB3821 EB3821 SUPERSEDED SURVEY CONTROL EB3821 EB3821 NGVD 29 (04/22/91) 46.2 (m) 152. (f) VERT ANG EB3821 EB3821.Superseded values are not recommended for survey control. EB3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3821.See file dsdata.txt to determine how the superseded data were derived. EB3821 EB3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5719926084(NAD 83) EB3821_MARKER: DE = TRAVERSE STATION DISK EB3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3821_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3821_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3821+STABILITY: SURFACE MOTION EB3821 EB3821 HISTORY - Date Condition Report By EB3821 HISTORY - 1977 MONUMENTED NCGS EB3821 EB3821 STATION DESCRIPTION EB3821 EB3821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3821'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF ROWLAND AND EB3821'4.2 MILES SOUTH-SOUTHWEST OF ELROD. EB3821' EB3821'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 EB3821'NORTHWEST OF ROWLAND, PROCEED NORTHEAST ALONG NC 710 FOR 1.55 MILES TO EB3821'STATION IN LEFT SHOULDER OPPOSITE CENTERLINE OF FIELD ROAD EB3821'APPROXIMATELY 300 FEET NORTHEAST OF PACK BARN AND 0.3 MILE NORTHEAST EB3821'OF INTERSECTION WITH SR 1184. EB3821' EB3821'STATION MARK IS A STANDARD DISK STAMPED---CROP 1977---SET IN THE TOP EB3821'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3821'THE MARK IS 18.6 FEET NORTHWEST OF CENTERLINE OF NC 710, 77.8 FEET EB3821'WEST-NORTHWEST OF POWER POLE 1410 WITH REFERENCE TAG AND 57.6 FEET EB3821'WEST-NORTHWEST OF GUY WIRE BASE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2594 *********************************************************************** EB2594 DESIGNATION - CROSS EB2594 PID - EB2594 EB2594 STATE/COUNTY- NC/ROBESON EB2594 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2594 EB2594 *CURRENT SURVEY CONTROL EB2594 ___________________________________________________________________ EB2594* NAD 83(1986)- 34 33 58.48529(N) 079 00 05.72088(W) ADJUSTED EB2594* NAVD 88 - 37.8 (meters) 124. (feet) VERTCON EB2594 ___________________________________________________________________ EB2594 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2594 GEOID HEIGHT- -33.98 (meters) GEOID03 EB2594 EB2594 HORZ ORDER - SECOND EB2594 EB2594.The North Carolina HARNS have been completed but, EB2594.due to contractual restrictions, coordinates for these stations EB2594.will NOT be published in the near future. In the interim, the EB2594.published coordinates in North Carolina will not be EB2594.consistent with the Continuously Operating Reference Stations EB2594.(CORS). The HARN coordinates for these stations are available EB2594.upon request. Contact Gary Thompson(919-733-3836). EB2594. EB2594.In addition, the published North Carolina positions EB2594.(NAD 83 (1986)) are NOT consistent with those determined in EB2594.adjacent state readjustments. The discontinuity between stations EB2594.located in North Carolina and those in adjacent states EB2594.which have been adjusted to the HARN may be as much as 5 EB2594.decimeters. This will result in a significant loss of accuracy EB2594.over lines crossing such state borders. EB2594 EB2594 EB2594.The horizontal coordinates were established by classical geodetic methods EB2594.and adjusted by the National Geodetic Survey in July 1986. EB2594 EB2594.The NAVD 88 height was computed by applying the VERTCON shift value to EB2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2594 EB2594.The Laplace correction was computed from DEFLEC99 derived deflections. EB2594 EB2594.The geoid height was determined by GEOID03. EB2594 EB2594; North East Units Scale Factor Converg. EB2594;SPC NC - 90,547.848 609,455.398 MT 0.99994364 -0 00 03.3 EB2594;SPC NC - 297,072.40 1,999,521.58 sFT 0.99994364 -0 00 03.3 EB2594;UTM 17 - 3,826,757.471 683,328.711 MT 1.00001428 +1 08 02.9 EB2594 EB2594! - Elev Factor x Scale Factor = Combined Factor EB2594!SPC NC - 0.99999940 x 0.99994364 = 0.99994304 EB2594!UTM 17 - 0.99999940 x 1.00001428 = 1.00001368 EB2594 EB2594: Primary Azimuth Mark Grid Az EB2594:SPC NC - FRANCIS 091 59 53.0 EB2594:UTM 17 - FRANCIS 090 51 46.8 EB2594 EB2594|---------------------------------------------------------------------| EB2594| PID Reference Object Distance Geod. Az | EB2594| dddmmss.s | EB2594| EB2492 FRANCIS APPROX. 0.8 KM 0915949.7 | EB2594| EB1660 LOT 456.774 METERS 3104703.1 | EB2594|---------------------------------------------------------------------| EB2594 EB2594 SUPERSEDED SURVEY CONTROL EB2594 EB2594 NAD 27 - 34 33 57.88966(N) 079 00 06.60039(W) AD( ) 2 EB2594 NGVD 29 (07/19/86) 38.1 (m) 125. (f) VERT ANG EB2594 EB2594.Superseded values are not recommended for survey control. EB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2594.See file dsdata.txt to determine how the superseded data were derived. EB2594 EB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8332926757(NAD 83) EB2594_MARKER: DE = TRAVERSE STATION DISK EB2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2594_STAMPING: CROSS 1965 EB2594_MARK LOGO: NCGS EB2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2594+STABILITY: SURFACE MOTION EB2594 EB2594 HISTORY - Date Condition Report By EB2594 HISTORY - 1965 MONUMENTED NCGS EB2594 HISTORY - 19950808 GOOD USPSQD EB2594 EB2594 STATION DESCRIPTION EB2594 EB2594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2594'CROSS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2594'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2594' EB2594'CROSS IS 3.8 MILES S OF LUMBERTON. LOCATED 1.6 MILES WNW EB2594'ALONG SR 2207 FROM INTERSECTION OF U.S. 74 AND SR 2207. 0.2 EB2594'MILES SE OF SR 2289. IN THE SW QUADRANT OF SR 2207 AND SR EB2594'2215. APPROXIMATELY 100 FT S OF INTERSECTION OF SR 2207 AND EB2594'SR 2215 AND ON W DITCH BANK OF SR 2215. EB2594' EB2594'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB2594'CROSS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE EB2594'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2594' EB2594'MARK IS EB2594' EB2594'21.0 FT W OF C/L OF SR 2215 EB2594' EB2594'15.8 FT SE OF PP WITH ALUMINUM REF. TAG EB2594' EB2594'97.4 FT S OF SOUTH ISLAND ON SR 2215 EB2594' EB2594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2594 EB2594 STATION RECOVERY (1995) EB2594 EB2594'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2594'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3822 *********************************************************************** EB3822 DESIGNATION - CROW EB3822 PID - EB3822 EB3822 STATE/COUNTY- NC/ROBESON EB3822 USGS QUAD - FAIR BLUFF (1982) EB3822 EB3822 *CURRENT SURVEY CONTROL EB3822 ___________________________________________________________________ EB3822* NAD 83(1986)- 34 21 37.65909(N) 079 05 39.94349(W) ADJUSTED EB3822* NAVD 88 - 29.8 (meters) 98. (feet) VERTCON EB3822 ___________________________________________________________________ EB3822 LAPLACE CORR- -4.02 (seconds) DEFLEC99 EB3822 GEOID HEIGHT- -33.64 (meters) GEOID03 EB3822 EB3822 HORZ ORDER - SECOND EB3822 EB3822.The North Carolina HARNS have been completed but, EB3822.due to contractual restrictions, coordinates for these stations EB3822.will NOT be published in the near future. In the interim, the EB3822.published coordinates in North Carolina will not be EB3822.consistent with the Continuously Operating Reference Stations EB3822.(CORS). The HARN coordinates for these stations are available EB3822.upon request. Contact Gary Thompson(919-733-3836). EB3822. EB3822.In addition, the published North Carolina positions EB3822.(NAD 83 (1986)) are NOT consistent with those determined in EB3822.adjacent state readjustments. The discontinuity between stations EB3822.located in North Carolina and those in adjacent states EB3822.which have been adjusted to the HARN may be as much as 5 EB3822.decimeters. This will result in a significant loss of accuracy EB3822.over lines crossing such state borders. EB3822 EB3822 EB3822.The horizontal coordinates were established by classical geodetic methods EB3822.and adjusted by the National Geodetic Survey in April 1991. EB3822 EB3822.The NAVD 88 height was computed by applying the VERTCON shift value to EB3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3822 EB3822.The Laplace correction was computed from DEFLEC99 derived deflections. EB3822 EB3822.The geoid height was determined by GEOID03. EB3822 EB3822; North East Units Scale Factor Converg. EB3822;SPC NC - 67,724.833 600,914.527 MT 0.99999260 -0 03 16.2 EB3822;SPC NC - 222,193.89 1,971,500.41 sFT 0.99999260 -0 03 16.2 EB3822;UTM 17 - 3,803,769.419 675,240.406 MT 0.99997854 +1 04 32.8 EB3822 EB3822! - Elev Factor x Scale Factor = Combined Factor EB3822!SPC NC - 1.00000060 x 0.99999260 = 0.99999320 EB3822!UTM 17 - 1.00000060 x 0.99997854 = 0.99997914 EB3822 EB3822 SUPERSEDED SURVEY CONTROL EB3822 EB3822 NGVD 29 (04/22/91) 30.1 (m) 99. (f) VERT ANG EB3822 EB3822.Superseded values are not recommended for survey control. EB3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3822.See file dsdata.txt to determine how the superseded data were derived. EB3822 EB3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7524003769(NAD 83) EB3822_MARKER: DE = TRAVERSE STATION DISK EB3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3822_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3822_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3822+STABILITY: SURFACE MOTION EB3822 EB3822 HISTORY - Date Condition Report By EB3822 HISTORY - 1977 MONUMENTED NCGS EB3822 EB3822 STATION DESCRIPTION EB3822 EB3822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3822'THE STATION IS LOCATED APPROXIMATELY 1.7 MILE EAST-SOUTHEAST OF EB3822'MARIETTA AND 4.8 MILES NORTHWEST OF FAIR BLUFF. EB3822' EB3822'TO REACH STATION FROM SOUTHMOST JUNCTION OF NC 41 WITH NC 904 SOUTH OF EB3822'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 3.2 MILES TO STATION IN EB3822'LEFT SHOULDER ON PROLONGATION OF CENTERLINE OF SR 2286. EB3822' EB3822'STATION MARK IS A STANDARD DISK STAMPED---CROW 1977---SET IN THE TOP EB3822'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3822'THE MARK IS 15.4 FEET NORTHEAST OF CENTERLINE OF NC 904, 44.8 FEET EB3822'WEST OF POWER POLE 3343 WITH TRANSFORMER AND REFERENCE TAG, 21.1 EB3822'FEET NORTHWEST OF ROAD SIGN POST WITH REFERENCE TAG AND 20.3 FEET EB3822'NORTH OF INTERSECTION OF CENTERLINE OF ROADS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2518 *********************************************************************** EB2518 DESIGNATION - CUPP EB2518 PID - EB2518 EB2518 STATE/COUNTY- NC/ROBESON EB2518 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2518 EB2518 *CURRENT SURVEY CONTROL EB2518 ___________________________________________________________________ EB2518* NAD 83(1986)- 34 38 17.34296(N) 078 57 48.59347(W) ADJUSTED EB2518* NAVD 88 - 46.8 (meters) 154. (feet) VERTCON EB2518 ___________________________________________________________________ EB2518 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2518 GEOID HEIGHT- -34.05 (meters) GEOID03 EB2518 EB2518 HORZ ORDER - SECOND EB2518 EB2518.The North Carolina HARNS have been completed but, EB2518.due to contractual restrictions, coordinates for these stations EB2518.will NOT be published in the near future. In the interim, the EB2518.published coordinates in North Carolina will not be EB2518.consistent with the Continuously Operating Reference Stations EB2518.(CORS). The HARN coordinates for these stations are available EB2518.upon request. Contact Gary Thompson(919-733-3836). EB2518. EB2518.In addition, the published North Carolina positions EB2518.(NAD 83 (1986)) are NOT consistent with those determined in EB2518.adjacent state readjustments. The discontinuity between stations EB2518.located in North Carolina and those in adjacent states EB2518.which have been adjusted to the HARN may be as much as 5 EB2518.decimeters. This will result in a significant loss of accuracy EB2518.over lines crossing such state borders. EB2518 EB2518 EB2518.The horizontal coordinates were established by classical geodetic methods EB2518.and adjusted by the National Geodetic Survey in July 1986. EB2518 EB2518.The NAVD 88 height was computed by applying the VERTCON shift value to EB2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2518 EB2518.The Laplace correction was computed from DEFLEC99 derived deflections. EB2518 EB2518.The geoid height was determined by GEOID03. EB2518 EB2518; North East Units Scale Factor Converg. EB2518;SPC NC - 98,524.604 612,947.770 MT 0.99992953 +0 01 15.8 EB2518;SPC NC - 323,242.80 2,010,979.48 sFT 0.99992953 +0 01 15.8 EB2518;UTM 17 - 3,834,802.580 686,662.549 MT 1.00002947 +1 09 28.3 EB2518 EB2518! - Elev Factor x Scale Factor = Combined Factor EB2518!SPC NC - 0.99999800 x 0.99992953 = 0.99992753 EB2518!UTM 17 - 0.99999800 x 1.00002947 = 1.00002747 EB2518 EB2518: Primary Azimuth Mark Grid Az EB2518:SPC NC - WILFORD 174 13 42.2 EB2518:UTM 17 - WILFORD 173 05 29.7 EB2518 EB2518|---------------------------------------------------------------------| EB2518| PID Reference Object Distance Geod. Az | EB2518| dddmmss.s | EB2518| EB2521 WILFORD APPROX. 0.7 KM 1741458.0 | EB2518|---------------------------------------------------------------------| EB2518 EB2518 SUPERSEDED SURVEY CONTROL EB2518 EB2518 NAD 27 - 34 38 16.75265(N) 078 57 49.47751(W) AD( ) 2 EB2518 NGVD 29 (07/19/86) 47.1 (m) 155. (f) VERT ANG EB2518 EB2518.Superseded values are not recommended for survey control. EB2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2518.See file dsdata.txt to determine how the superseded data were derived. EB2518 EB2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8666334803(NAD 83) EB2518_MARKER: DE = TRAVERSE STATION DISK EB2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2518_STAMPING: CUPP 1965 EB2518_MARK LOGO: NCGS EB2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2518+STABILITY: SURFACE MOTION EB2518 EB2518 HISTORY - Date Condition Report By EB2518 HISTORY - 1965 MONUMENTED NCGS EB2518 EB2518 STATION DESCRIPTION EB2518 EB2518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2518'CUPP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISED IN EB2518'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2518' EB2518'CUPP IS 2.8 MILES NE OF LUMBERTON. LOCATED 1.6 MILES NE ALONG EB2518'NC 41 FROM NC 211 BYPASS. 1.3 MILES N ALONG SR 2110 FROM EB2518'SR 1204. 0.9 MILES E ALONG NC 41 FROM SR 2109. AT THE T EB2518'INTERSECTION OF NC 41 AND SR 2110. AND ON N SHOULDER OF NC 41. EB2518' EB2518'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2518'CUPP 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2518'IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EB2518' EB2518'MARK IS EB2518' EB2518'18.2 FT N OF C/L OF NC 41 EB2518' EB2518'23.5 FT SW OF TP 98 WITH ALUMINUM REF. TAG. EB2518' EB2518'89.0 FT N OF PP 36-2 WITH ALUMINUM REF. TAG. EB2518' EB2518'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3824 *********************************************************************** EB3824 DESIGNATION - CUPP NEW EB3824 PID - EB3824 EB3824 STATE/COUNTY- NC/ROBESON EB3824 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3824 EB3824 *CURRENT SURVEY CONTROL EB3824 ___________________________________________________________________ EB3824* NAD 83(1986)- 34 38 17.34371(N) 078 57 48.59912(W) ADJUSTED EB3824* NAVD 88 - 46.5 (meters) 153. (feet) VERTCON EB3824 ___________________________________________________________________ EB3824 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB3824 GEOID HEIGHT- -34.05 (meters) GEOID03 EB3824 EB3824 HORZ ORDER - SECOND EB3824 EB3824.The North Carolina HARNS have been completed but, EB3824.due to contractual restrictions, coordinates for these stations EB3824.will NOT be published in the near future. In the interim, the EB3824.published coordinates in North Carolina will not be EB3824.consistent with the Continuously Operating Reference Stations EB3824.(CORS). The HARN coordinates for these stations are available EB3824.upon request. Contact Gary Thompson(919-733-3836). EB3824. EB3824.In addition, the published North Carolina positions EB3824.(NAD 83 (1986)) are NOT consistent with those determined in EB3824.adjacent state readjustments. The discontinuity between stations EB3824.located in North Carolina and those in adjacent states EB3824.which have been adjusted to the HARN may be as much as 5 EB3824.decimeters. This will result in a significant loss of accuracy EB3824.over lines crossing such state borders. EB3824 EB3824 EB3824.The horizontal coordinates were established by classical geodetic methods EB3824.and adjusted by the National Geodetic Survey in April 1991. EB3824 EB3824.The NAVD 88 height was computed by applying the VERTCON shift value to EB3824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3824 EB3824.The Laplace correction was computed from DEFLEC99 derived deflections. EB3824 EB3824.The geoid height was determined by GEOID03. EB3824 EB3824; North East Units Scale Factor Converg. EB3824;SPC NC - 98,524.627 612,947.626 MT 0.99992953 +0 01 15.8 EB3824;SPC NC - 323,242.88 2,010,979.00 sFT 0.99992953 +0 01 15.8 EB3824;UTM 17 - 3,834,802.600 686,662.404 MT 1.00002947 +1 09 28.3 EB3824 EB3824! - Elev Factor x Scale Factor = Combined Factor EB3824!SPC NC - 0.99999805 x 0.99992953 = 0.99992758 EB3824!UTM 17 - 0.99999805 x 1.00002947 = 1.00002752 EB3824 EB3824 SUPERSEDED SURVEY CONTROL EB3824 EB3824 NGVD 29 (04/22/91) 46.8 (m) 154. (f) VERT ANG EB3824 EB3824.Superseded values are not recommended for survey control. EB3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3824.See file dsdata.txt to determine how the superseded data were derived. EB3824 EB3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8666234803(NAD 83) EB3824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3824_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3824+STABILITY: SURFACE MOTION EB3824 EB3824 HISTORY - Date Condition Report By EB3824 HISTORY - UNK MONUMENTED EB3824 HISTORY - 1977 POOR NCGS EB3824 EB3824 STATION DESCRIPTION EB3824 EB3824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3824'THE STATION WAS FOUND IN FAIR CONDITION. EB3824' EB3824'IT HAS BEEN DISTURBED, SLIGHTLY TILTED TO THE WEST, BUT ONLY TO THE EB3824'TRAINED EYE, AND IS FIRM IN GROUND. A NEW DESCRIPTION FOLLOWS. EB3824' EB3824'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTHEAST OF LUMBERTON. EB3824' EB3824'TO REACH STATION FROM INTERSECTION OF NC 41 AND NC 211 IN LUMBERTON, EB3824'PROCEED NORTHEAST ALONG NC 41 FOR 1.7 MILES TO SR 2110 ON RIGHT AND EB3824'STATION ON LEFT ON NORTH SIDE OF INTERSECTION. EB3824' EB3824'STATION MARK IS A STANDARD DISK STAMPED---CUPP 1977---SET IN THE TOP EB3824'OF AN 8 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3824'SURFACE. THE MARK IS 18.2 FEET NORTH OF CENTERLINE OF NC 41, 15.0 EB3824'FEET WEST OF NORTH PROJECTION OF SR 2110, 16.5 FEET SOUTH-SOUTHEAST OF EB3824'POWER POLE WITH REFERENCE TAG, 24.8 FEET SOUTHWEST OF TELEPHONE EB3824'PEDESTAL, 69.0 FEET NORTHEAST OF WEST END OF CULVERT UNDER SR 2110 AND EB3824'96.7 FEET NORTHWEST OF AN 18 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3825. EB3825.In addition, the published North 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 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;SPC NC - 415,256.87 1,979,197.63 sFT 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 = OCTOBER 5, 2005 EB2491 *********************************************************************** EB2491 DESIGNATION - CURLEY EB2491 PID - EB2491 EB2491 STATE/COUNTY- NC/ROBESON EB2491 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2491 EB2491 *CURRENT SURVEY CONTROL EB2491 ___________________________________________________________________ EB2491* NAD 83(1986)- 34 37 11.77764(N) 078 57 28.76223(W) ADJUSTED EB2491* NAVD 88 - 46.8 (meters) 154. (feet) VERTCON EB2491 ___________________________________________________________________ EB2491 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EB2491 GEOID HEIGHT- -34.09 (meters) GEOID03 EB2491 EB2491 HORZ ORDER - SECOND EB2491 EB2491.The North Carolina HARNS have been completed but, EB2491.due to contractual restrictions, coordinates for these stations EB2491.will NOT be published in the near future. In the interim, the EB2491.published coordinates in North Carolina will not be EB2491.consistent with the Continuously Operating Reference Stations EB2491.(CORS). The HARN coordinates for these stations are available EB2491.upon request. Contact Gary Thompson(919-733-3836). EB2491. EB2491.In addition, the published North Carolina positions EB2491.(NAD 83 (1986)) are NOT consistent with those determined in EB2491.adjacent state readjustments. The discontinuity between stations EB2491.located in North Carolina and those in adjacent states EB2491.which have been adjusted to the HARN may be as much as 5 EB2491.decimeters. This will result in a significant loss of accuracy EB2491.over lines crossing such state borders. EB2491 EB2491 EB2491.The horizontal coordinates were established by classical geodetic methods EB2491.and adjusted by the National Geodetic Survey in July 1986. EB2491 EB2491.The NAVD 88 height was computed by applying the VERTCON shift value to EB2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2491 EB2491.The Laplace correction was computed from DEFLEC99 derived deflections. EB2491 EB2491.The geoid height was determined by GEOID03. EB2491 EB2491; North East Units Scale Factor Converg. EB2491;SPC NC - 96,504.551 613,453.670 MT 0.99993296 +0 01 27.3 EB2491;SPC NC - 316,615.35 2,012,639.25 sFT 0.99993296 +0 01 27.3 EB2491;UTM 17 - 3,832,792.759 687,208.470 MT 1.00003199 +1 09 37.7 EB2491 EB2491! - Elev Factor x Scale Factor = Combined Factor EB2491!SPC NC - 0.99999801 x 0.99993296 = 0.99993097 EB2491!UTM 17 - 0.99999801 x 1.00003199 = 1.00003000 EB2491 EB2491: Primary Azimuth Mark Grid Az EB2491:SPC NC - HAP 181 30 35.9 EB2491:UTM 17 - HAP 180 22 25.5 EB2491 EB2491|---------------------------------------------------------------------| EB2491| PID Reference Object Distance Geod. Az | EB2491| dddmmss.s | EB2491| EB2493 HAP APPROX. 0.6 KM 1813203.2 | EB2491|---------------------------------------------------------------------| EB2491 EB2491 SUPERSEDED SURVEY CONTROL EB2491 EB2491 NAD 27 - 34 37 11.18523(N) 078 57 29.64701(W) AD( ) 2 EB2491 NGVD 29 (07/19/86) 47.1 (m) 155. (f) VERT ANG EB2491 EB2491.Superseded values are not recommended for survey control. EB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2491.See file dsdata.txt to determine how the superseded data were derived. EB2491 EB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8720832793(NAD 83) EB2491_MARKER: DE = TRAVERSE STATION DISK EB2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2491_STAMPING: CURLEY 1965 EB2491_MARK LOGO: NCGS EB2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2491+STABILITY: SURFACE MOTION EB2491 EB2491 HISTORY - Date Condition Report By EB2491 HISTORY - 1965 MONUMENTED NCGS EB2491 HISTORY - 1977 GOOD NCGS EB2491 EB2491 STATION DESCRIPTION EB2491 EB2491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2491'CURLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2491'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2491' EB2491'CURLEY IS 2.9 MILES E OF LUMBERTON. LOCATED 1.3 MILES S EB2491'ALONG SR 2110 FROM NC 41. 1.75 MILES E ALONG SR 2104 FROM EB2491'NC 211 BYPASS. AT THE NE QUADRANT OF SR 2110 AND SR 2104 AND ON EB2491'E SHOULDER OF SR 2110. EB2491' EB2491'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2491'CURLEY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2491'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EB2491' EB2491'MARK IS EB2491' EB2491'23.4 FT E OF C/L OF SR 2110. EB2491' EB2491'61.3 FT N OF C/L OF SR 2104. EB2491' EB2491'63.8 FT E OF 30 INCH PINE WITH ALUMINUM REF. TAG. EB2491' EB2491'38.6 FT W OF 8 INCH OAK. EB2491' EB2491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2491 EB2491 STATION RECOVERY (1977) EB2491 EB2491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2491'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2491'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2491' EB2491'THE STATION IS ALSO 50.2 FEET SOUTH-SOUTHWEST OF A 12 INCH OAK WITH A EB2491'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2642 *********************************************************************** EB2642 DESIGNATION - CURRIE EB2642 PID - EB2642 EB2642 STATE/COUNTY- NC/ROBESON EB2642 USGS QUAD - FAIRMONT (1962) EB2642 EB2642 *CURRENT SURVEY CONTROL EB2642 ___________________________________________________________________ EB2642* NAD 83(1986)- 34 29 38.63284(N) 079 06 32.99906(W) ADJUSTED EB2642* NAVD 88 - 35.284 (meters) 115.76 (feet) ADJUSTED EB2642 ___________________________________________________________________ EB2642 LAPLACE CORR- -5.00 (seconds) DEFLEC99 EB2642 GEOID HEIGHT- -33.61 (meters) GEOID03 EB2642 DYNAMIC HT - 35.250 (meters) 115.65 (feet) COMP EB2642 MODELED GRAV- 979,668.2 (mgal) NAVD 88 EB2642 EB2642 HORZ ORDER - SECOND EB2642 VERT ORDER - SECOND CLASS II EB2642 EB2642.The North Carolina HARNS have been completed but, EB2642.due to contractual restrictions, coordinates for these stations EB2642.will NOT be published in the near future. In the interim, the EB2642.published coordinates in North Carolina will not be EB2642.consistent with the Continuously Operating Reference Stations EB2642.(CORS). The HARN coordinates for these stations are available EB2642.upon request. Contact Gary Thompson(919-733-3836). EB2642. EB2642.In addition, the published North Carolina positions EB2642.(NAD 83 (1986)) are NOT consistent with those determined in EB2642.adjacent state readjustments. The discontinuity between stations EB2642.located in North Carolina and those in adjacent states EB2642.which have been adjusted to the HARN may be as much as 5 EB2642.decimeters. This will result in a significant loss of accuracy EB2642.over lines crossing such state borders. EB2642 EB2642 EB2642.The horizontal coordinates were established by classical geodetic methods EB2642.and adjusted by the National Geodetic Survey in July 1986. EB2642 EB2642.The orthometric height was determined by differential leveling EB2642.and adjusted by the National Geodetic Survey in October 1999. EB2642 EB2642.The Laplace correction was computed from DEFLEC99 derived deflections. EB2642 EB2642.The geoid height was determined by GEOID03. EB2642 EB2642.The dynamic height is computed by dividing the NAVD 88 EB2642.geopotential number by the normal gravity value computed on the EB2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2642.degrees latitude (g = 980.6199 gals.). EB2642 EB2642.The modeled gravity was interpolated from observed gravity values. EB2642 EB2642; North East Units Scale Factor Converg. EB2642;SPC NC - 82,546.540 599,575.078 MT 0.99995936 -0 03 46.8 EB2642;SPC NC - 270,821.44 1,967,105.90 sFT 0.99995936 -0 03 46.8 EB2642;SPC SC - 296,660.184 783,238.869 MT 0.99989709 +1 02 53.8 EB2642;SPC SC - 973,294.57 2,569,681.33 iFT 0.99989709 +1 02 53.8 EB2642;UTM 17 - 3,818,561.759 673,608.356 MT 0.99997151 +1 04 15.9 EB2642 EB2642! - Elev Factor x Scale Factor = Combined Factor EB2642!SPC NC - 0.99999974 x 0.99995936 = 0.99995910 EB2642!SPC SC - 0.99999974 x 0.99989709 = 0.99989683 EB2642!UTM 17 - 0.99999974 x 0.99997151 = 0.99997125 EB2642 EB2642|---------------------------------------------------------------------| EB2642| PID Reference Object Distance Geod. Az | EB2642| dddmmss.s | EB2642| EB2651 HIGGINS 259.026 METERS 08830 | EB2642| EB2655 OFFICE 369.945 METERS 27334 | EB2642|---------------------------------------------------------------------| EB2642 EB2642 SUPERSEDED SURVEY CONTROL EB2642 EB2642 NAD 27 - 34 29 38.04605(N) 079 06 33.87107(W) AD( ) 2 EB2642 NGVD 29 (07/19/86) 35.60 (m) 116.8 (f) LEVELING 3 EB2642 EB2642.Superseded values are not recommended for survey control. EB2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2642.See file dsdata.txt to determine how the superseded data were derived. EB2642 EB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7360818562(NAD 83) EB2642_MARKER: DE = TRAVERSE STATION DISK EB2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2642_STAMPING: CURRIE 1966 EB2642_MARK LOGO: NCGS EB2642_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2642+STABILITY: SURFACE MOTION EB2642 EB2642 HISTORY - Date Condition Report By EB2642 HISTORY - 1966 MONUMENTED NCGS EB2642 HISTORY - 19890131 GOOD NCGS EB2642 EB2642 STATION DESCRIPTION EB2642 EB2642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2642'CURRIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2642'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2642' EB2642'CURRIE IS 0.25 MILES EAST OF INTERSECTION OF NC 130 AND NC 41 EB2642'IN FAIRMONT. TO REACH STATION PROCEED FROM INTERSECTION OF EB2642'NC 130 AND NC 41 IN FAIRMONT 0.25 MILES TO THE STATION ON THE EB2642'RIGHT, NEAR A FRAME CHURCH. EB2642' EB2642'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2642'CURRIE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2642'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2642' EB2642'MARK IS EB2642' EB2642'20.6 FT S OF C/L OF NC 130 EB2642' EB2642'2.6 FT S OF BACK OF CURB ALONG SOUTH SIDE OF NC 130 EB2642' EB2642'36.5 FT NW OF NW CORNER OF FRAME CHURCH EB2642' EB2642'62.9 FT SW OF TP WITH ALUMINUM REF. TAG EB2642' EB2642'100.0 FT W OF PP 21 WITH ALUMINUM REF. TAG EB2642' EB2642'74.2 FT E OF PP 20 WITH ALUMINUM REF. TAG EB2642' EB2642'42.8 FT E OF C/L OF PAVED DRIVEWAY TO WHITE FRAME HOUSE EB2642 EB2642 STATION RECOVERY (1989) EB2642 EB2642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2642'STATION IS LOCATED IN FAIRMONT. ALONG NC 130 BUSINESS EAST (COTTAGE EB2642'ST) FOR 0.47 KM (0.30 MI) EAST FROM NC 141 (MAIN ST) AT THE MUNICIPAL EB2642'BUILDING, ON THE RIGHT IN THE YARD OF A BRICK RESIDENCE. MARK IS LEVEL EB2642'WITH STREET, AND RECESSED 3 INCHES BELOW GROUND. LOCATED 6.28 M (20.60 EB2642'FT) SOUTH OF THE CENTERLINE OF THE STREET, 26.36 M (86.48 FT) WEST OF EB2642'A MANHOLE COVER IN THE INTERSECTION OF COTTAGE AND MINILA STREETS, EB2642'9.39 M (30.81 FT) NORTHWEST OF THE NORTHEAST CORNER AND 14.26 M (46.78 EB2642'FT) NORTHEAST OF THE NORTHWEST CORNER OF A RESIDENCE, AND 9.45 M EB2642'(31.00 FT) EAST OF A WATER METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3826 *********************************************************************** EB3826 DESIGNATION - CUT EB3826 PID - EB3826 EB3826 STATE/COUNTY- NC/ROBESON EB3826 USGS QUAD - PARKTON (1982) EB3826 EB3826 *CURRENT SURVEY CONTROL EB3826 ___________________________________________________________________ EB3826* NAD 83(1986)- 34 54 09.64077(N) 079 01 42.92743(W) ADJUSTED EB3826* NAVD 88 - 55.7 (meters) 183. (feet) VERTCON EB3826 ___________________________________________________________________ EB3826 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EB3826 GEOID HEIGHT- -33.29 (meters) GEOID03 EB3826 EB3826 HORZ ORDER - SECOND EB3826 EB3826.The North Carolina HARNS have been completed but, EB3826.due to contractual restrictions, coordinates for these stations EB3826.will NOT be published in the near future. In the interim, the EB3826.published coordinates in North Carolina will not be EB3826.consistent with the Continuously Operating Reference Stations EB3826.(CORS). The HARN coordinates for these stations are available EB3826.upon request. Contact Gary Thompson(919-733-3836). EB3826. EB3826.In addition, the published North Carolina positions EB3826.(NAD 83 (1986)) are NOT consistent with those determined in EB3826.adjacent state readjustments. The discontinuity between stations EB3826.located in North Carolina and those in adjacent states EB3826.which have been adjusted to the HARN may be as much as 5 EB3826.decimeters. This will result in a significant loss of accuracy EB3826.over lines crossing such state borders. EB3826 EB3826 EB3826.The horizontal coordinates were established by classical geodetic methods EB3826.and adjusted by the National Geodetic Survey in April 1991. EB3826 EB3826.The NAVD 88 height was computed by applying the VERTCON shift value to EB3826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3826 EB3826.The Laplace correction was computed from DEFLEC99 derived deflections. EB3826 EB3826.The geoid height was determined by GEOID03. EB3826 EB3826; North East Units Scale Factor Converg. EB3826;SPC NC - 127,867.367 606,988.403 MT 0.99989104 -0 00 59.4 EB3826;SPC NC - 419,511.52 1,991,427.79 sFT 0.99989104 -0 00 59.4 EB3826;UTM 17 - 3,864,023.973 680,119.447 MT 0.99999987 +1 07 41.9 EB3826 EB3826! - Elev Factor x Scale Factor = Combined Factor EB3826!SPC NC - 0.99999648 x 0.99989104 = 0.99988752 EB3826!UTM 17 - 0.99999648 x 0.99999987 = 0.99999635 EB3826 EB3826 SUPERSEDED SURVEY CONTROL EB3826 EB3826 NGVD 29 (04/22/91) 56.0 (m) 184. (f) VERT ANG EB3826 EB3826.Superseded values are not recommended for survey control. EB3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3826.See file dsdata.txt to determine how the superseded data were derived. EB3826 EB3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8011964024(NAD 83) EB3826_MARKER: DE = TRAVERSE STATION DISK EB3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3826_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3826_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3826+STABILITY: SURFACE MOTION EB3826 EB3826 HISTORY - Date Condition Report By EB3826 HISTORY - 1977 MONUMENTED NCGS EB3826 HISTORY - 19970426 GOOD USPSQD EB3826 EB3826 STATION DESCRIPTION EB3826 EB3826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3826'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES EAST-NORTHEAST OF EB3826'LUMBER BRIDGE AND 1.0 MILE WEST OF PARKTON. EB3826' EB3826'TO REACH STATION FROM NC 20 - NC 71 CROSSROADS IN LUMBER BRIDGE, EB3826'PROCEED NORTHEAST ALONG NC 71 FOR 2.7 MILES TO STATION IN RIGHT EB3826'SHOULDER APPROXIMATELY 400 YARDS WEST OF PARKTON LOOKOUT TOWER EB3826'APPROXIMATELY 450 FEET EAST OF A FRAMED RESIDENCE. EB3826' EB3826'STATION MARK IS A STANDARD DISK STAMPED---CUT 1977---SET IN THE TOP EB3826'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3826'THE MARK IS 21.0 FEET SOUTH OF CENTERLINE OF NC 71, 93.1 FEET EB3826'EAST-NORTHEAST OF EAST END OF CULVERT UNDER FIELD ROAD, 30.1 FEET EB3826'NORTH OF POWER POLE 2954 WITH REFERENCE TAG, 59.1 FEET SOUTHEAST OF EB3826'A 30 INCH PINE WITH REFERENCE TAG AND 75.0 FEET SOUTH-SOUTHWEST OF AN EB3826'8 INCH OAK WITH REFERENCE TAG. EB3826 EB3826 STATION RECOVERY (1997) EB3826 EB3826'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3826'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3827 *********************************************************************** EB3827 DESIGNATION - DARK EB3827 PID - EB3827 EB3827 STATE/COUNTY- NC/ROBESON EB3827 USGS QUAD - FAIR BLUFF (1982) EB3827 EB3827 *CURRENT SURVEY CONTROL EB3827 ___________________________________________________________________ EB3827* NAD 83(1986)- 34 19 28.60696(N) 079 02 42.49479(W) ADJUSTED EB3827* NAVD 88 - 19.6 (meters) 64. (feet) VERTCON EB3827 ___________________________________________________________________ EB3827 LAPLACE CORR- -3.64 (seconds) DEFLEC99 EB3827 GEOID HEIGHT- -33.80 (meters) GEOID03 EB3827 EB3827 HORZ ORDER - SECOND EB3827 EB3827.The North Carolina HARNS have been completed but, EB3827.due to contractual restrictions, coordinates for these stations EB3827.will NOT be published in the near future. In the interim, the EB3827.published coordinates in North Carolina will not be EB3827.consistent with the Continuously Operating Reference Stations EB3827.(CORS). The HARN coordinates for these stations are available EB3827.upon request. Contact Gary Thompson(919-733-3836). EB3827. EB3827.In addition, the published North Carolina positions EB3827.(NAD 83 (1986)) are NOT consistent with those determined in EB3827.adjacent state readjustments. The discontinuity between stations EB3827.located in North Carolina and those in adjacent states EB3827.which have been adjusted to the HARN may be as much as 5 EB3827.decimeters. This will result in a significant loss of accuracy EB3827.over lines crossing such state borders. EB3827 EB3827 EB3827.The horizontal coordinates were established by classical geodetic methods EB3827.and adjusted by the National Geodetic Survey in April 1991. EB3827 EB3827.The NAVD 88 height was computed by applying the VERTCON shift value to EB3827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3827 EB3827.The Laplace correction was computed from DEFLEC99 derived deflections. EB3827 EB3827.The geoid height was determined by GEOID03. EB3827 EB3827; North East Units Scale Factor Converg. EB3827;SPC NC - 63,745.108 605,447.126 MT 1.00000243 -0 01 33.8 EB3827;SPC NC - 209,137.08 1,986,371.11 sFT 1.00000243 -0 01 33.8 EB3827;SPC SC - 277,978.017 789,473.575 MT 0.99985891 +1 05 01.6 EB3827;SPC SC - 912,001.37 2,590,136.40 iFT 0.99985891 +1 05 01.6 EB3827;UTM 17 - 3,799,879.848 679,850.531 MT 0.99999873 +1 06 09.4 EB3827 EB3827! - Elev Factor x Scale Factor = Combined Factor EB3827!SPC NC - 1.00000223 x 1.00000243 = 1.00000466 EB3827!SPC SC - 1.00000223 x 0.99985891 = 0.99986114 EB3827!UTM 17 - 1.00000223 x 0.99999873 = 1.00000096 EB3827 EB3827 SUPERSEDED SURVEY CONTROL EB3827 EB3827 NGVD 29 (04/22/91) 19.9 (m) 65. (f) VERT ANG EB3827 EB3827.Superseded values are not recommended for survey control. EB3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3827.See file dsdata.txt to determine how the superseded data were derived. EB3827 EB3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7985199880(NAD 83) EB3827_MARKER: DE = TRAVERSE STATION DISK EB3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3827_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3827_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3827+STABILITY: SURFACE MOTION EB3827 EB3827 HISTORY - Date Condition Report By EB3827 HISTORY - 1977 MONUMENTED NCGS EB3827 EB3827 STATION DESCRIPTION EB3827 EB3827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3827'THE STATION IS LOCATED APPROXIMATELY 5.4 MILES SOUTHEAST OF MARIETTA EB3827'AND 1.0 MILES NORTHWEST OF FAIR BLUFF. EB3827' EB3827'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT ROBESON EB3827'COLUMBUS COUNTY LINE, PROCEED NORTHWEST ALONG NC 904 FOR 0.9 MILE TO EB3827'STATION ON RIGHT IN WOODS APPROXIMATELY 278 FEET SOUTHEAST OF A BILL EB3827'BOARD SIGN, 0.2 MILE NORTHWEST OF A BRIDGE. EB3827' EB3827'STATION MARK IS A STANDARD DISK STAMPED---DARK 1977---SET IN THE TOP EB3827'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB3827'MARK IS 55.2 FEET EAST-NORTHEAST OF CENTERLINE OF NC 904, 29.8 FEET EB3827'SOUTHEAST OF A 16 INCH PINE, 11.0 FEET WEST OF A 10 INCH GUM, 12.5 EB3827'FEET NORTHEAST OF AN 8 INCH PINE AND 43.7 FEET NORTH OF A 12 INCH PINE EB3827'ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1636 *********************************************************************** EB1636 DESIGNATION - DAY EB1636 PID - EB1636 EB1636 STATE/COUNTY- NC/ROBESON EB1636 USGS QUAD - MAXTON (1982) EB1636 EB1636 *CURRENT SURVEY CONTROL EB1636 ___________________________________________________________________ EB1636* NAD 83(1986)- 34 42 20.42096(N) 079 17 32.04961(W) ADJUSTED EB1636* NAVD 88 - 52.207 (meters) 171.28 (feet) ADJUSTED EB1636 ___________________________________________________________________ EB1636 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB1636 GEOID HEIGHT- -32.84 (meters) GEOID03 EB1636 DYNAMIC HT - 52.158 (meters) 171.12 (feet) COMP EB1636 MODELED GRAV- 979,693.5 (mgal) NAVD 88 EB1636 EB1636 HORZ ORDER - SECOND EB1636 VERT ORDER - SECOND CLASS I EB1636 EB1636.The North Carolina HARNS have been completed but, EB1636.due to contractual restrictions, coordinates for these stations EB1636.will NOT be published in the near future. In the interim, the EB1636.published coordinates in North Carolina will not be EB1636.consistent with the Continuously Operating Reference Stations EB1636.(CORS). The HARN coordinates for these stations are available EB1636.upon request. Contact Gary Thompson(919-733-3836). EB1636. EB1636.In addition, the published North Carolina positions EB1636.(NAD 83 (1986)) are NOT consistent with those determined in EB1636.adjacent state readjustments. The discontinuity between stations EB1636.located in North Carolina and those in adjacent states EB1636.which have been adjusted to the HARN may be as much as 5 EB1636.decimeters. This will result in a significant loss of accuracy EB1636.over lines crossing such state borders. EB1636 EB1636 EB1636.The horizontal coordinates were established by classical geodetic methods EB1636.and adjusted by the National Geodetic Survey in July 1986. EB1636 EB1636.The orthometric height was determined by differential leveling EB1636.and adjusted by the National Geodetic Survey in June 1991. EB1636 EB1636.The Laplace correction was computed from DEFLEC99 derived deflections. EB1636 EB1636.The geoid height was determined by GEOID03. EB1636 EB1636.The dynamic height is computed by dividing the NAVD 88 EB1636.geopotential number by the normal gravity value computed on the EB1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1636.degrees latitude (g = 980.6199 gals.). EB1636 EB1636.The modeled gravity was interpolated from observed gravity values. EB1636 EB1636; North East Units Scale Factor Converg. EB1636;SPC NC - 106,053.308 582,830.599 MT 0.99991770 -0 10 07.2 EB1636;SPC NC - 347,943.23 1,912,170.06 sFT 0.99991770 -0 10 07.2 EB1636;UTM 17 - 3,841,731.379 656,400.453 MT 0.99990150 +0 58 21.1 EB1636 EB1636! - Elev Factor x Scale Factor = Combined Factor EB1636!SPC NC - 0.99999696 x 0.99991770 = 0.99991466 EB1636!UTM 17 - 0.99999696 x 0.99990150 = 0.99989846 EB1636 EB1636: Primary Azimuth Mark Grid Az EB1636:SPC NC - DAY AZ MK 116 24 53.6 EB1636:UTM 17 - DAY AZ MK 115 16 25.3 EB1636 EB1636|---------------------------------------------------------------------| EB1636| PID Reference Object Distance Geod. Az | EB1636| dddmmss.s | EB1636| EB3227 DAY RM 1 40.468 METERS 06138 | EB1636| EB3226 DAY AZ MK 1161446.4 | EB1636| EB1635 DAY RM 2 29.260 METERS 31933 | EB1636|---------------------------------------------------------------------| EB1636 EB1636 SUPERSEDED SURVEY CONTROL EB1636 EB1636 NAD 27 - 34 42 19.84100(N) 079 17 32.90200(W) AD( ) 2 EB1636 NGVD 29 (10/06/93) 52.490 (m) 172.21 (f) ADJUSTED 2 1 EB1636 EB1636.Superseded values are not recommended for survey control. EB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1636.See file dsdata.txt to determine how the superseded data were derived. EB1636 EB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5640041731(NAD 83) EB1636_MARKER: DS = TRIANGULATION STATION DISK EB1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1636_SP_SET: CONCRETE POST EB1636_STAMPING: DAY 1949 EB1636_MARK LOGO: CGS EB1636_PROJECTION: RECESSED 13 CENTIMETERS EB1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1636+STABILITY: SURFACE MOTION EB1636 EB1636 HISTORY - Date Condition Report By EB1636 HISTORY - 1949 MONUMENTED CGS EB1636 HISTORY - 1957 GOOD CGS EB1636 HISTORY - 1965 GOOD NCGS EB1636 HISTORY - 1965 GOOD CGS EB1636 HISTORY - 1968 GOOD CGS EB1636 HISTORY - 1977 GOOD NCGS EB1636 HISTORY - 1978 GOOD NCGS EB1636 EB1636 STATION DESCRIPTION EB1636 EB1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB1636'STATION IS LOCATED ABOUT 11 MILE SOUTHEAST OF LAURINBURG AND 6 EB1636'MILES NORTHWEST OF PEMBROKE. IT IS 67 FEET SOUTH OF THE CENTER EB1636'OF U.S. HIGHWAY 74, 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER EB1636'OF A CONCRETE SIGNPOST AND 6 FEET SOUTHWEST OF A WHITE WITNESS EB1636'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED DAY 1949. EB1636' EB1636'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE CENTER OF THE EB1636'HIGHWAY AND 1 FOOT WEST OF A TELEPHONE POLE. THE MARK EB1636'PROJECTS 8 INCHES AND THE DISK IS STAMPED DAY NO 1 1949. EB1636' EB1636'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE CENTER OF THE EB1636'HIGHWAY AND 25 FEET NORTHWEST OF A 12 INCH PINE TREE. THE EB1636'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAY NO 2 1949. EB1636' EB1636'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF HIGHWAY EB1636'74, 12 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE AND 2 FEET EB1636'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES AND EB1636'THE DISK IS STAMPED DAY 1949. EB1636' EB1636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 74 AND EB1636'STATE HIGHWAY 710(NORTH) GO SOUTH THENCE NORTHWEST FOLLOWING U.S. EB1636'HIGHWAY 74 FOR 4.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS EB1636'DESCRIBED, CONTINUE NORTHWEST FOR 0.4 MILE TO THE STATION ON THE EB1636'LEFT AS DESCRIBED. EB1636' EB1636'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS. EB1636 EB1636 STATION RECOVERY (1957) EB1636 EB1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH) EB1636'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE EB1636'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK IS NOT VISIBLE EB1636'FROM THE GROUND AT THE STATION. EB1636' EB1636'THE ANGLE BETWEEN THE REFERENCE MARKS WAS VERIFIED. THE EB1636'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR. THE EB1636'DISTANCE SHOULD BE 131.77 FEET INSTEAD OF 132.77 FEET. THE EB1636'DISTANCE TO REFERENCE MARK 2 WAS VERIFIED. EB1636' EB1636'THE DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE CORRECTION EB1636'MENTIONED. EB1636 EB1636 STATION RECOVERY (1965) EB1636 EB1636'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF) EB1636'DAY GOOD EB1636' EB1636'RM 1 GOOD EB1636' EB1636'RM 2 GOOD EB1636' EB1636'AZ. MARK SEEMED TO BE DISTURBED BY TRACTOR EB1636 EB1636 STATION RECOVERY (1965) EB1636 EB1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS) EB1636'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED. EB1636' EB1636'STATION MARK IS 2 INCHES BELOW GROUND, 21 FEET SOUTHWEST OF THE EB1636'SOUTHWEST CORNER OF A LARGE CONCRETE SIGN-DISPLAY POST THAT IS EB1636'APPROXIMATELY 4 FEET SQUARE AT THE BOTTOM, 3 FEET SQUARE AT THE TOP EB1636'AND 7 FEET TALL. MARK IS IN A PATCH OF WOODS 1.5 MILES EAST OF EB1636'THE INTERSECTION OF U.S. HIGHWAY 74 AND A ROAD LEADING NORTH EB1636'TOWARD ALMA. EB1636' EB1636'AZIMUTH MARK MONUMENT IS SCARRED BY FARM MACHINERY, BUT APPEARS EB1636'UNMOVED. IT IS 70 FEET SOUTH OF A DUG WATER-HOLE. THERE IS NO EB1636'LONGER AN ENTRANCE DRIVEWAY NEARBY. EB1636 EB1636 STATION RECOVERY (1968) EB1636 EB1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB1636'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND A EB1636'WITNESS POST WAS SET. STATION MARK IS 5 INCHES BELOW GROUND, 21.5 EB1636'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE PYRAMIDAL SIGN EB1636'AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST. EB1636' EB1636'REFERENCE MARKS AS DESCRIBED. EB1636' EB1636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB1636'3.8 MILES SOUTHEAST OF MAXTON. EB1636 EB1636 STATION RECOVERY (1977) EB1636 EB1636'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1636'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. EB1636' EB1636'REFERENCE MARK 1 WAS FOUND DISTURBED. AZIMUTH MARK WAS SEARCHED FOR EB1636'BUT NOT FOUND AND PROBABLY DESTROYED BY DITCHING. A COMPLETE NEW EB1636'DESCRIPTION FOLLOWS. EB1636' EB1636'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES EAST-SOUTHEAST OF EB1636'MAXTON AND 6.0 MILES NORTHWEST OF PEMBROKE ALONG US 74 HIGHWAY, NEAR A EB1636'7 FOOT TALL AND 5 FOOT WIDE CONCRETE PYRAMID SIGN. EB1636' EB1636'TO REACH STATION FROM THE INTERSECTION OF NC 71 AND NC 130 WITH US EB1636'74 IN MAXTON, PROCEED EAST ALONG US 74 FOR 3.8 MILES TO STATION ON THE EB1636'RIGHT AS DESCRIBED. EB1636' EB1636'STATION MARK IS A STANDARD DISK STAMPED---DAY 1949---SET IN A SQUARE EB1636'CONCRETE MONUMENT, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. THE EB1636'MARK IS 4.9 FEET SOUTHEAST OF A 6 INCH PINE WITH REFERENCE TAG, 15.2 EB1636'FEET NORTHEAST OF A 6 INCH OAK WITH REFERENCE TAG, 17.5 FEET EB1636'NORTHWEST OF A 12 INCH PINE WITH REFERENCE TAG AND 66.5 FEET SOUTHWEST EB1636'OF CENTERLINE OF US 74. EB1636' EB1636'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DAY NO 2 1949---SET IN EB1636'TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE GROUND EB1636'SURFACE. THE MARK IS 15.2 FEET SOUTHEAST OF A 14 INCH PINE WITH EB1636'REFERENCE TAG AND 41.2 FEET SOUTHWEST OF CENTERLINE OF US 74. EB1636 EB1636 STATION RECOVERY (1978) EB1636 EB1636'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1636'3.8 MI SE FROM MAXTON. EB1636'3.85 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1636'ON RIGHT IN CLUSTER OF WOODS, AT A LARGE CONCRETE PYRAMIDAL SIGN EB1636'BASE, 66.5 FEET SOUTHWEST OF CENTERLINE OF U.S. 74, 21.5 FEET EB1636'SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE SIGN BASE, 4.9 FEET EB1636'SOUTHEAST OF 6 INCH PINE WITH REFERENCE TAG, 15.2 FEET NORTHEAST EB1636'OF 6 INCH OAK WITH REFERENCE TAG AND 17.5 FEET NORTHWEST OF 12 EB1636'INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1635 *********************************************************************** EB1635 DESIGNATION - DAY RM 2 EB1635 PID - EB1635 EB1635 STATE/COUNTY- NC/ROBESON EB1635 USGS QUAD - MAXTON (1982) EB1635 EB1635 *CURRENT SURVEY CONTROL EB1635 ___________________________________________________________________ EB1635* NAD 83(1986)- 34 42 21.14349(N) 079 17 32.79559(W) ADJUSTED EB1635* NAVD 88 - 52.321 (meters) 171.66 (feet) ADJUSTED EB1635 ___________________________________________________________________ EB1635 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB1635 GEOID HEIGHT- -32.84 (meters) GEOID03 EB1635 DYNAMIC HT - 52.271 (meters) 171.49 (feet) COMP EB1635 MODELED GRAV- 979,693.5 (mgal) NAVD 88 EB1635 EB1635 HORZ ORDER - SECOND EB1635 VERT ORDER - SECOND CLASS I EB1635 EB1635.The North Carolina HARNS have been completed but, EB1635.due to contractual restrictions, coordinates for these stations EB1635.will NOT be published in the near future. In the interim, the EB1635.published coordinates in North Carolina will not be EB1635.consistent with the Continuously Operating Reference Stations EB1635.(CORS). The HARN coordinates for these stations are available EB1635.upon request. Contact Gary Thompson(919-733-3836). EB1635. EB1635.In addition, the published North Carolina positions EB1635.(NAD 83 (1986)) are NOT consistent with those determined in EB1635.adjacent state readjustments. The discontinuity between stations EB1635.located in North Carolina and those in adjacent states EB1635.which have been adjusted to the HARN may be as much as 5 EB1635.decimeters. This will result in a significant loss of accuracy EB1635.over lines crossing such state borders. EB1635 EB1635 EB1635.The horizontal coordinates were established by classical geodetic methods EB1635.and adjusted by the National Geodetic Survey in April 1991. EB1635 EB1635.The orthometric height was determined by differential leveling EB1635.and adjusted by the National Geodetic Survey in June 1991. EB1635 EB1635.The Laplace correction was computed from DEFLEC99 derived deflections. EB1635 EB1635.The geoid height was determined by GEOID03. EB1635 EB1635.The dynamic height is computed by dividing the NAVD 88 EB1635.geopotential number by the normal gravity value computed on the EB1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1635.degrees latitude (g = 980.6199 gals.). EB1635 EB1635.The modeled gravity was interpolated from observed gravity values. EB1635 EB1635; North East Units Scale Factor Converg. EB1635;SPC NC - 106,075.627 582,811.682 MT 0.99991767 -0 10 07.6 EB1635;SPC NC - 348,016.45 1,912,107.99 sFT 0.99991767 -0 10 07.6 EB1635;UTM 17 - 3,841,753.316 656,381.096 MT 0.99990142 +0 58 20.7 EB1635 EB1635! - Elev Factor x Scale Factor = Combined Factor EB1635!SPC NC - 0.99999694 x 0.99991767 = 0.99991461 EB1635!UTM 17 - 0.99999694 x 0.99990142 = 0.99989836 EB1635 EB1635 SUPERSEDED SURVEY CONTROL EB1635 EB1635 NGVD 29 (10/06/93) 52.604 (m) 172.59 (f) ADJUSTED 2 1 EB1635 EB1635.Superseded values are not recommended for survey control. EB1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1635.See file dsdata.txt to determine how the superseded data were derived. EB1635 EB1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5638141753(NAD 83) EB1635_MARKER: DR = REFERENCE MARK DISK EB1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1635_SP_SET: CONCRETE POST EB1635_STAMPING: DAY NO 2 1949 EB1635_MARK LOGO: CGS EB1635_PROJECTION: PROJECTING 10 CENTIMETERS EB1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1635+STABILITY: SURFACE MOTION EB1635 EB1635 HISTORY - Date Condition Report By EB1635 HISTORY - 1949 MONUMENTED CGS EB1635 HISTORY - 1977 GOOD NCGS EB1635 HISTORY - 1978 GOOD NCGS EB1635 HISTORY - 19970426 MARK NOT FOUND USPSQD EB1635 EB1635 STATION DESCRIPTION EB1635 EB1635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1635'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES EAST-SOUTHEAST OF EB1635'MAXTON AND 6.0 MILES WEST-NORTHWEST OF PEMBROKE. EB1635' EB1635'TO REACH STATION FROM INTERSECTION OF US 74 AND NC 71 AND NC 130 IN EB1635'MAXTON, PROCEED EAST ALONG US 74 TO STATION NEAR A 7 BY 5 FOOT EB1635'CONCRETE PYRAMID SIGN. EB1635' EB1635'STATION MARK IS A STANDARD DISK STAMPED---DAY NO 2 1949---SET IN THE EB1635'TOP OF A 12 INCH CONCRETE MONUMENT, PROJECTING 4 INCHES ABOVE GROUND EB1635'SURFACE. THE MARK IS 41.2 FEET SOUTHWEST OF CENTERLINE OF US 74 AND EB1635'15.2 FEET SOUTHEAST OF A 14 INCH PINE WITH REFERENCE TAG. EB1635 EB1635 STATION RECOVERY (1978) EB1635 EB1635'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1635'3.8 MI SE FROM MAXTON. EB1635'3.85 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN EB1635'MAXTON, ON RIGHT IN CLUSTER OF WOODS, 41.2 FEET SOUTHWEST OF EB1635'CENTERLINE OF U.S. 74, 15.2 FEET SOUTHEAST OF 14 INCH PINE WITH EB1635'REFERENCE TAG AND 95.9 FEET NORTHWEST OF TRIANGULATION STATION- EB1635'DAY 1949. EB1635 EB1635 STATION RECOVERY (1997) EB1635 EB1635'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1635'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1626 *********************************************************************** EB1626 DESIGNATION - DEPOT EB1626 PID - EB1626 EB1626 STATE/COUNTY- NC/ROBESON EB1626 USGS QUAD - MAXTON (1982) EB1626 EB1626 *CURRENT SURVEY CONTROL EB1626 ___________________________________________________________________ EB1626* NAD 83(1986)- 34 44 17.08364(N) 079 21 00.65157(W) ADJUSTED EB1626* NAVD 88 - 59.795 (meters) 196.18 (feet) ADJUSTED EB1626 ___________________________________________________________________ EB1626 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EB1626 GEOID HEIGHT- -32.67 (meters) GEOID03 EB1626 DYNAMIC HT - 59.738 (meters) 195.99 (feet) COMP EB1626 MODELED GRAV- 979,691.4 (mgal) NAVD 88 EB1626 EB1626 HORZ ORDER - SECOND EB1626 VERT ORDER - SECOND CLASS II EB1626 EB1626.The North Carolina HARNS have been completed but, EB1626.due to contractual restrictions, coordinates for these stations EB1626.will NOT be published in the near future. In the interim, the EB1626.published coordinates in North Carolina will not be EB1626.consistent with the Continuously Operating Reference Stations EB1626.(CORS). The HARN coordinates for these stations are available EB1626.upon request. Contact Gary Thompson(919-733-3836). EB1626. EB1626.In addition, the published North Carolina positions EB1626.(NAD 83 (1986)) are NOT consistent with those determined in EB1626.adjacent state readjustments. The discontinuity between stations EB1626.located in North Carolina and those in adjacent states EB1626.which have been adjusted to the HARN may be as much as 5 EB1626.decimeters. This will result in a significant loss of accuracy EB1626.over lines crossing such state borders. EB1626 EB1626 EB1626.The horizontal coordinates were established by classical geodetic methods EB1626.and adjusted by the National Geodetic Survey in April 1991. EB1626 EB1626.The orthometric height was determined by differential leveling EB1626.and adjusted by the National Geodetic Survey in June 2001. EB1626 EB1626.The Laplace correction was computed from DEFLEC99 derived deflections. EB1626 EB1626.The geoid height was determined by GEOID03. EB1626 EB1626.The dynamic height is computed by dividing the NAVD 88 EB1626.geopotential number by the normal gravity value computed on the EB1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1626.degrees latitude (g = 980.6199 gals.). EB1626 EB1626.The modeled gravity was interpolated from observed gravity values. EB1626 EB1626; North East Units Scale Factor Converg. EB1626;SPC NC - 109,665.165 577,535.181 MT 0.99991251 -0 12 07.6 EB1626;SPC NC - 359,793.13 1,894,796.67 sFT 0.99991251 -0 12 07.6 EB1626;UTM 17 - 3,845,236.913 651,034.241 MT 0.99988116 +0 56 25.0 EB1626 EB1626! - Elev Factor x Scale Factor = Combined Factor EB1626!SPC NC - 0.99999574 x 0.99991251 = 0.99990825 EB1626!UTM 17 - 0.99999574 x 0.99988116 = 0.99987690 EB1626 EB1626 SUPERSEDED SURVEY CONTROL EB1626 EB1626 NAVD 88 (06/15/91) 59.789 (m) 196.16 (f) UNKNOWN 2 1 EB1626 NGVD 29 (10/06/93) 60.071 (m) 197.08 (f) ADJUSTED 2 1 EB1626 EB1626.Superseded values are not recommended for survey control. EB1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1626.See file dsdata.txt to determine how the superseded data were derived. EB1626 EB1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5103445237(NAD 83) EB1626_MARKER: DE = TRAVERSE STATION DISK EB1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1626_SP_SET: CONCRETE POST EB1626_STAMPING: DEPOT 1977 EB1626_MARK LOGO: NCGS EB1626_PROJECTION: RECESSED 3 CENTIMETERS EB1626_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1626+STABILITY: SURFACE MOTION EB1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1626+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1999 EB1626 EB1626 HISTORY - Date Condition Report By EB1626 HISTORY - 1977 MONUMENTED NCGS EB1626 HISTORY - 1978 GOOD NCGS EB1626 HISTORY - 19970426 GOOD USPSQD EB1626 HISTORY - 19991115 GOOD NCGS EB1626 EB1626 STATION DESCRIPTION EB1626 EB1626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1626'THE STATION IS LOCATED IN MAXTON AT STATION ONE BLOCK WEST ALONG SCL EB1626'RAILROAD FROM PATTERSON STREET NC 71 CROSSING ON THE NORTHEAST SIDE OF EB1626'THE FLORENCE STREET CROSSING BETWEEN MAIN AND SIDE TRACKS, EB1626'APPROXIMATELY 300 FEET NORTHWEST OF RAILROAD DEPOT AND APPROXIMATELY EB1626'200 FEET NORTHEAST OF THE NORTHEAST CORNER OF FIRST METHODIST CHURCH. EB1626' EB1626'STATION MARK IS A STANDARD DISK STAMPED---DEPOT 1977---SET IN THE EB1626'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB1626'THE MARK IS 12.6 FEET EAST-SOUTHEAST OF CENTERLINE OF FLORENCE STREET, EB1626'71.7 FEET NORTH-NORTHEAST OF NORTH RAIL OF MAIN TRACKS, 4.3 FEET EB1626'SOUTH-SOUTHWEST OF SOUTH RAIL OF SPUR TRACKS, 29.9 FEET EB1626'SOUTH-SOUTHEAST OF A SWITCH ON SPUR TRACKS, 26.5 FEET NORTH OF POWER EB1626'POLE 4554 WITH REFERENCE TAG AND 39.1 FEET NORTH OF 24 INCH PINE WITH EB1626'REFERENCE TAG. EB1626 EB1626 STATION RECOVERY (1978) EB1626 EB1626'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1626'IN MAXTON. EB1626'LOCATED ONE BLOCK WEST ALONG SEABOARD COAST LINE RAILROAD FROM EB1626'PATTERSON STREET, ON NORTHEAST SIDE OF FLORENCE STREET CROSSING, EB1626'BETWEEN MAIN AND SIDE TRACKS, 12.6 FEET SOUTHEAST OF CENTERLINE EB1626'OF FLORENCE STREET, 4.3 FEET SOUTHWEST OF SOUTH RAIL OF SPUR EB1626'TRACK, 71.7 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 29.9 FEET EB1626'SOUTH OF A SWITCH ON SPUR TRACK, 26.5 FEET NORTH OF POWER POLE EB1626'4554 WITH REFERENCE TAG AND 39.1 FEET NORTH OF 24 INCH PINE WITH EB1626'REFERENCE TAG. EB1626 EB1626 STATION RECOVERY (1997) EB1626 EB1626'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1626'RECOVERED IN GOOD CONDITION. EB1626 EB1626 STATION RECOVERY (1999) EB1626 EB1626'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB1626'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. PAVEMENT AROUND THE EB1626'STATION AND THE RAILROAD SPUR LINE HAS BEEN REMOVED. LOCATED 1.5 FT EB1626'(0.5 M) FROM THE EDGE OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3829 *********************************************************************** EB3829 DESIGNATION - DEW EB3829 PID - EB3829 EB3829 STATE/COUNTY- NC/ROBESON EB3829 USGS QUAD - MAXTON (1982) EB3829 EB3829 *CURRENT SURVEY CONTROL EB3829 ___________________________________________________________________ EB3829* NAD 83(1986)- 34 41 35.69523(N) 079 21 33.94486(W) ADJUSTED EB3829* NAVD 88 - 56.0 (meters) 184. (feet) VERTCON EB3829 ___________________________________________________________________ EB3829 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EB3829 GEOID HEIGHT- -32.66 (meters) GEOID03 EB3829 EB3829 HORZ ORDER - SECOND EB3829 EB3829.The North Carolina HARNS have been completed but, EB3829.due to contractual restrictions, coordinates for these stations EB3829.will NOT be published in the near future. In the interim, the EB3829.published coordinates in North Carolina will not be EB3829.consistent with the Continuously Operating Reference Stations EB3829.(CORS). The HARN coordinates for these stations are available EB3829.upon request. Contact Gary Thompson(919-733-3836). EB3829. EB3829.In addition, the published North Carolina positions EB3829.(NAD 83 (1986)) are NOT consistent with those determined in EB3829.adjacent state readjustments. The discontinuity between stations EB3829.located in North Carolina and those in adjacent states EB3829.which have been adjusted to the HARN may be as much as 5 EB3829.decimeters. This will result in a significant loss of accuracy EB3829.over lines crossing such state borders. EB3829 EB3829 EB3829.The horizontal coordinates were established by classical geodetic methods EB3829.and adjusted by the National Geodetic Survey in April 1991. EB3829 EB3829.The NAVD 88 height was computed by applying the VERTCON shift value to EB3829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3829 EB3829.The Laplace correction was computed from DEFLEC99 derived deflections. EB3829 EB3829.The geoid height was determined by GEOID03. EB3829 EB3829; North East Units Scale Factor Converg. EB3829;SPC NC - 104,695.396 576,670.329 MT 0.99991978 -0 12 26.8 EB3829;SPC NC - 343,488.15 1,891,959.24 sFT 0.99991978 -0 12 26.8 EB3829;UTM 17 - 3,840,251.077 650,268.629 MT 0.99987832 +0 56 02.3 EB3829 EB3829! - Elev Factor x Scale Factor = Combined Factor EB3829!SPC NC - 0.99999634 x 0.99991978 = 0.99991612 EB3829!UTM 17 - 0.99999634 x 0.99987832 = 0.99987466 EB3829 EB3829 SUPERSEDED SURVEY CONTROL EB3829 EB3829 NGVD 29 (04/22/91) 56.2 (m) 184. (f) VERT ANG EB3829 EB3829.Superseded values are not recommended for survey control. EB3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3829.See file dsdata.txt to determine how the superseded data were derived. EB3829 EB3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5026940251(NAD 83) EB3829_MARKER: DE = TRAVERSE STATION DISK EB3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3829_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3829_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3829+STABILITY: SURFACE MOTION EB3829 EB3829 HISTORY - Date Condition Report By EB3829 HISTORY - 1977 MONUMENTED NCGS EB3829 EB3829 STATION DESCRIPTION EB3829 EB3829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3829'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF MAXTON AND EB3829'3.8 MILES NORTH OF RAEMON. EB3829' EB3829'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 IN MAXTON, EB3829'PROCEED SOUTHERLY ALONG NC 130 FOR 3.1 MILES TO STATION ON LEFT AT EB3829'JONES GROCERY STORE AND 0.7 MILE NORTH OF JUNCTION OF NC 130 WITH EB3829'NC 83. EB3829' EB3829'STATION MARK IS A STANDARD DISK STAMPED---DEW 1977---SET IN THE TOP EB3829'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3829'THE MARK IS 28.2 FEET SOUTHEAST OF CENTERLINE OF NC 130, 24.3 FEET EB3829'NORTHEAST OF A METAL SIGN POST, 46.4 FEET NORTH OF A 24 INCH TWIN EB3829'CHINA BERRY WITH REFERENCE TAG, 54.3 FEET NORTHEAST OF NORTHERNMOST EB3829'CORNER OF BLOCK STORE AND 4.8 FEET NORTH OF WEST LEG OF SIGN POST WITH EB3829'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0855 *********************************************************************** EB0855 DESIGNATION - DILLON NORTH BASE EB0855 PID - EB0855 EB0855 STATE/COUNTY- NC/ROBESON EB0855 USGS QUAD - ROWLAND (1982) EB0855 EB0855 *CURRENT SURVEY CONTROL EB0855 ___________________________________________________________________ EB0855* NAD 83(1986)- 34 32 11.28297(N) 079 17 34.99301(W) ADJUSTED EB0855* NAVD 88 - 44.469 (meters) 145.90 (feet) ADJUSTED EB0855 ___________________________________________________________________ EB0855 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EB0855 GEOID HEIGHT- -33.03 (meters) GEOID03 EB0855 DYNAMIC HT - 44.427 (meters) 145.76 (feet) COMP EB0855 MODELED GRAV- 979,681.9 (mgal) NAVD 88 EB0855 EB0855 HORZ ORDER - FIRST EB0855 VERT ORDER - SECOND CLASS 0 EB0855 EB0855.The North Carolina HARNS have been completed but, EB0855.due to contractual restrictions, coordinates for these stations EB0855.will NOT be published in the near future. In the interim, the EB0855.published coordinates in North Carolina will not be EB0855.consistent with the Continuously Operating Reference Stations EB0855.(CORS). The HARN coordinates for these stations are available EB0855.upon request. Contact Gary Thompson(919-733-3836). EB0855. EB0855.In addition, the published North Carolina positions EB0855.(NAD 83 (1986)) are NOT consistent with those determined in EB0855.adjacent state readjustments. The discontinuity between stations EB0855.located in North Carolina and those in adjacent states EB0855.which have been adjusted to the HARN may be as much as 5 EB0855.decimeters. This will result in a significant loss of accuracy EB0855.over lines crossing such state borders. EB0855 EB0855 EB0855.The horizontal coordinates were established by classical geodetic methods EB0855.and adjusted by the National Geodetic Survey in July 1986. EB0855 EB0855.The orthometric height was determined by differential leveling EB0855.and adjusted by the National Geodetic Survey in June 1991. EB0855 EB0855.The Laplace correction was computed from DEFLEC99 derived deflections. EB0855 EB0855.The geoid height was determined by GEOID03. EB0855 EB0855.The dynamic height is computed by dividing the NAVD 88 EB0855.geopotential number by the normal gravity value computed on the EB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0855.degrees latitude (g = 980.6199 gals.). EB0855 EB0855.The modeled gravity was interpolated from observed gravity values. EB0855 EB0855; North East Units Scale Factor Converg. EB0855;SPC NC - 87,284.338 582,700.293 MT 0.99994994 -0 10 08.9 EB0855;SPC NC - 286,365.37 1,911,742.54 sFT 0.99994994 -0 10 08.9 EB0855;SPC SC - 301,068.966 766,276.093 MT 0.99990802 +0 56 46.8 EB0855;SPC SC - 987,759.07 2,514,029.18 iFT 0.99990802 +0 56 46.8 EB0855;UTM 17 - 3,822,964.112 656,643.297 MT 0.99990245 +0 58 04.5 EB0855 EB0855! - Elev Factor x Scale Factor = Combined Factor EB0855!SPC NC - 0.99999820 x 0.99994994 = 0.99994814 EB0855!SPC SC - 0.99999820 x 0.99990802 = 0.99990622 EB0855!UTM 17 - 0.99999820 x 0.99990245 = 0.99990065 EB0855 EB0855: Primary Azimuth Mark Grid Az EB0855:SPC NC - PITTMAN 113 10 36.2 EB0855:SPC SC - PITTMAN 112 03 40.5 EB0855:UTM 17 - PITTMAN 112 02 22.8 EB0855 EB0855|---------------------------------------------------------------------| EB0855| PID Reference Object Distance Geod. Az | EB0855| dddmmss.s | EB0855| EB0857 DILLON NORTH BASE RM 3 AZIMUTH 0414954.8 | EB0855| EB0856 DILLON NORTH BASE RM 1 31.548 METERS 10702 | EB0855| EB2694 PITTMAN APPROX.14.0 KM 1130027.3 | EB0855| EB0854 DILLON NORTH BASE RM 2 45.152 METERS 17438 | EB0855| EB2752 HAMER CAROLINA TEXTILE CO STK APPROX. 7.1 KM 2084438.6 | EB0855| EB2751 HAMER CAROLINA TEXTILE CO TK APPROX. 7.1 KM 2090012.1 | EB0855| EB2616 MAXTON MUNICIPAL TANK APPROX.23.0 KM 3470401.8 | EB0855| EB2621 ROWLAND MUNICIPAL TANK APPROX. 0.6 KM 3560020.6 | EB0855|---------------------------------------------------------------------| EB0855 EB0855 SUPERSEDED SURVEY CONTROL EB0855 EB0855 NAD 27 - 34 32 10.69700(N) 079 17 35.84200(W) AD( ) 1 EB0855 NGVD 29 (??/??/92) 44.765 (m) 146.87 (f) ADJ UNCH 2 0 EB0855 EB0855.Superseded values are not recommended for survey control. EB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0855.See file dsdata.txt to determine how the superseded data were derived. EB0855 EB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5664322964(NAD 83) EB0855_MARKER: DS = TRIANGULATION STATION DISK EB0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB0855_STAMPING: DILLON NORTH BASE 1933 EB0855_MARK LOGO: CGS EB0855_MAGNETIC: N = NO MAGNETIC MATERIAL EB0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0855+STABILITY: SURFACE MOTION EB0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB0855+SATELLITE: SATELLITE OBSERVATIONS - 1986 EB0855 EB0855 HISTORY - Date Condition Report By EB0855 HISTORY - 1933 MONUMENTED CGS EB0855 HISTORY - 1943 GOOD USE EB0855 HISTORY - 1968 GOOD CGS EB0855 HISTORY - 1968 GOOD CGS EB0855 HISTORY - 1985 GOOD NGS EB0855 HISTORY - 1986 GOOD NGS EB0855 EB0855 STATION DESCRIPTION EB0855 EB0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA) EB0855'AT ROWLAND, NEAR ATLANTIC COAST LINE RAILROAD DEPOT, 15.84 METERS EB0855'(52.0 FEET) WEST OF EAST RAIL OF NORTH-BOUND TRACK AND 10.8 METERS EB0855'(35 FEET) SOUTH OF SOUTH END OF DEPOT. SURFACE MARK IS STANDARD EB0855'STATION DISK IN CONCRETE, STAMPED DILLON NORTH BASE (1933). EB0855'UNDERGROUND MARK IS STANDARD REFERENCE DISK IN CONCRETE INSTEAD OF EB0855'STATION DISK. REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD EB0855'REFERENCE DISKS IN CONCRETE. REFERENCE MARK NO. 1 IS JUST EB0855'ACROSS TRACKS FROM STATION, 15.8 METERS (52 FEET) EAST OF CENTER EB0855'LINE OF NORTH-BOUND TRACK, 2.5 METERS (8 FEET) SOUTHEAST OF EB0855'TELEGRAPH POLE, AND 31.548 METERS (103.50 FEET) FROM STATION, BEARING EB0855'S 72 DEG 58 MIN E. REFERENCE MARK NO. 2 IS JUST ACROSS TRACKS EB0855'FROM ATLANTIC COAST LINE RAILROAD COTTON PLATFORM, 10.40 METERS EB0855'(34.1 FEET) SOUTH OF CENTER LINE OF DIRT STREET, 10 METERS (33 EB0855'FEET) EAST OF CENTER LINE OF NORTH-BOUND TRACK, 4.5 METERS (15 FEET) EB0855'WEST OF TELEGRAPH POLE, AND 45.152 METERS (148.14 FEET) FROM STATION EB0855'BEARING S 05 DEG 22 MIN E. REFERENCE MARK NO. 3 (AZIMUTH) IS EB0855'STANDARD REFERENCE DISK STAMPED---DILLON NORTH BASE R.M. 3 1933---, EB0855'CEMENTED IN DRILL HOLE IN SOUTH FACE (SOUTHWEST CORNER) OF BRICK EB0855'BUILDING OCCUPIED BY WILSON MOTOR SALES COMPANY, 1.18 METERS (3.9 EB0855'FEET) ABOVE GROUND, ABOUT 100 METERS (328 FEET) NORTHEAST OF EB0855'DEPOT, 16.25 METERS (53.3 FEET) EAST OF CENTER LINE OF NORTH-BOUND EB0855'TRACK, 1.12 METERS (3.7 FEET) EAST OF SOUTHWEST CORNER OF EB0855'BUILDING, AND ABOUT 140 METERS (459 FEET) FROM STATION, BEARING N 41 EB0855'DEG 50 MIN E. ROWLAND, METHODIST CHURCH, SPIRE IS ABOUT 0.5 EB0855'MILE FROM STATION, BEARING S 15 DEG 15 MIN E. EB0855 EB0855 STATION RECOVERY (1943) EB0855 EB0855'RECOVERY NOTE BY US ENGINEERS 1943 EB0855'FOUND AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS. ALL REFERENCE EB0855'MARKS ARE DESTROYED. EB0855 EB0855 STATION RECOVERY (1968) EB0855 EB0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB0855'STATION AND AZIMUTH MARKS ONLY WERE RECOVERED. THE STATION MARK IS EB0855'BENEATH THE WAREHOUSE AND LOADING PLATFORM OF THE ATLANTIC COAST EB0855'LINE RAILROAD STATION AND CAN BE REACHED ONLY BY CRAWLING BENEATH EB0855'THE BUILDING. THE MARK IS STAMPED---DILLON NORTH BASE 1933---, AND EB0855'IS FLUSH WITH THE SURFACE OF THE GROUND BUT COVERED BY MATERIALS EB0855'SIFTING THROUGH THE FLOOR ABOVE. IT IS 117 FEET NORTHEAST OF EB0855'THE SOUTHWEST END OF THE BUILDING, 35 FEET SOUTHWEST OF THAT PART EB0855'OF THE BUILDING THAT IS MADE OF BRICK, 15 FEET FROM EITHER SIDE, EB0855'AND THE ENTIRE AREA BENEATH IS ENCLOSED BY VERTICAL PLANKING. EB0855' EB0855'RM 1 IS REPORTEDLY BENEATH THE PAVEMENT 17.5 FEET NORTHWEST OF THE EB0855'WEST CORNER AND ABOUT IN LINE WITH THE NORTHEAST FACE OF THE ROWLAND EB0855'SAVINGS AND LOAN ASSOCIATION BUILDING, ABOUT 2 FEET BELOW THE EB0855'SURFACE. IT WAS LAST SEEN WHILE DIGGING FOR A DITCH TO AN EB0855'IRON-GRILLED CATCH BASIN, BEFORE PAVING OPERATIONS THAT TOOK PLACE EB0855'RECENTLY. EB0855' EB0855'RM 2 WAS NOT RECOVERED AFTER CONSIDERABLE PROBING. IT WAS REPORTED EB0855'DESTROYED IN 1943, (AS WERE RMS 1 AND 3.) EB0855' EB0855'RM 3 WAS RECOVERED IN GOOD CONDITION, SET VERTICALLY IN THE SOUTHWEST EB0855'FACE OF THE FORMER FORD GARAGE, (NOW USED FOR STORAGE ONLY). IT IS EB0855'STAMPED---DILLON NORTH BASE NO 3 1933---, IS 63 FEET SOUTHEAST OF THE EB0855'SOUTHEAST RAIL OF THE MAIN TRACK, 32 FEET SOUTHEAST OF THE CENTER EB0855'OF A PAVED ROAD THAT PARALELLS THE RAILROAD, AND 3 FEET ABOVE THE EB0855'GROUND. THIS BUILDING IS THE SECOND ONE NORTHEAST OF THE MAIN EB0855'STREET, IS APPROXIMATELY 150 FEET FROM THE NORTHEAST CURB OF EB0855'THAT STREET, AND IS AT THE ENTRANCE TO AN ALLEY THAT RUNS PARALLEL EB0855'TO THE MAIN STREET. EB0855 EB0855 STATION RECOVERY (1968) EB0855 EB0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 EB0855'AT ROWLAND. EB0855'MARK IS IN GOOD CONDITION, BUT IS BENEATH THE WAREHOUSE AND PLATFORM EB0855'OF THE ATLANTIC COAST LINE RAILROAD STATION, WITH NOT OVER 3 FEET EB0855'VERTICAL CLEARANCE ABOVE IT. IT IS FLUSH, BUT WAS FOUND COVERED EB0855'BY MATERIALS SIFTING THROUGH THE FLOOR ABOVE, 117 FEET NORTHEAST EB0855'OF THE SOUTHWEST END OF THE BUILDING, 35 FEET SOUTHWEST OF THE EB0855'BRICK PART, 15 FEET IN FROM EITHER EDGE, AND THE ENTIRE AREA IS EB0855'INCLOSED BY VERTICAL PLANKING FROM THE FLOOR DOWN. EB0855 EB0855 STATION RECOVERY (1985) EB0855 EB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH) EB0855'THE STATION WAS RECOVERED AT THIS DATE. EB0855'NO OTNER MARKS WERE SEARCHED FOR. THE RAILROAD STATION IS NOW EB0855'OWNED BY THE CITY AND THE STATION AREA IS NOW A LAWN. EB0855' EB0855'THE STATION IS LOCATED IN ROWLAND AT THE SITE OF THE OLD RAILROAD EB0855'STATION. EB0855'OWNERSHIP--TOWN OF ROWLAND, C/O MAC MURRY, 301 EAST CHURCH STREET, EB0855'ROWLAND, NC 28383. PHONE 919-422-3722. EB0855' EB0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND 501 EB0855'IN ROWLAND, GO NORTHWEST FOR 0.2 KM (0.1 MI) ON HIGHWAY 501 TO A EB0855'PAVED STREET LEFT. EB0855'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON RAILROAD STREET EB0855'TO THE STATION ON THE LEFT AT THE END OF THE OLD RAILROAD STATION. EB0855' EB0855'THE STATION IS A STANDARD CGS DISK EB0855'STAMPED---STAMPING ILLEGIBLE---, EB0855'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT EB0855'30 CM ON SIDE FLUSH WITH GROUND. LOCATED EB0855'13.3 METERS (43.6 FT) SOUTH FROM THE WEST CORNER OF THE BUILDING, EB0855'11 METERS (36.1 FT) WEST-SOUTHWEST FROM THE SOUTH CORNER, EB0855'17.9 METERS (58.7 FT) SOUTHEAST FROM THE CENTER OF RAILROAD STREET, EB0855'14.2 METERS (46.6 FT) NORTHWEST FROM THE WEST RAIL OF A SINGLE EB0855'TRACK, EB0855'10.6 METERS (34.8 FT) NORTHWEST FROM A CYCLONE FENCE, AND EB0855'20.4 METERS (66.9 FT) NORTHEAST FROM THE FENCE. EB0855' EB0855'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH. EB0855 EB0855 STATION RECOVERY (1986) EB0855 EB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB0855'THE STATION WAS RECOVERED AT THIS DATE, EB0855'IN GOOD CONDITION. REFERENCE MARKS AND AZIMUTH MARK WERE NOT EB0855'SEARCHED FOR AT THIS DATE. EB0855' EB0855'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) EB0855'NORTHEAST OF THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE AND IN EB0855'ROWLAND, NEAR THE RAILROAD STATION. EB0855'OWNERSHIP--RAILROAD RIGHT-OF-WAY. EB0855' EB0855'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND EB0855'STATE HIGHWAY 130 (EXIT 2) NEAR ROWLAND, GO NORTHERLY FOR 2.1 KM EB0855'(1.3 MI) ON HIGHWAY 130 TO A CROSSROAD (U.S. HIGHWAY 301) IN EB0855'ROWLAND. CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.2 KM (0.1 EB0855'MI) ON HIGHWAY 130, CROSSING RAILROAD TRACKS, TO A SIDE ROAD LEFT. EB0855'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON SOUTH RAILROAD EB0855'STREET TO THE STATION ON THE LEFT, INSIDE A FENCED AREA, SOUTH OF EB0855'THE RAILROAD STATION. EB0855' EB0855'THE STATION IS A STANDARD CGS DISK EB0855'STAMPED---DILLON NORTH BASE 1933---, EB0855'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT EB0855'30 CM ON SIDE RECESSED 10 CM BELOW GROUND. LOCATED EB0855'20.30 METERS (66.6 FT) NORTHEAST FROM A FENCE, EB0855'17.98 METERS (59.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF EB0855'SOUTH RAILROAD STREET, EB0855'14.20 METERS (46.6 FT) NORTHWEST FROM THE NORTHWEST RAIL OF EB0855'RAILROAD, EB0855'13.26 METERS (43.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE EB0855'RAILROAD STATION AND EB0855'11.03 METERS (36.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE EB0855'RAILROAD STATION. NOTE, THE OLD DATA STATES THAT AN UNDERGROUND EB0855'DISK WAS SET. EB0855' EB0855'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB0855'MARCH 1986. EB0855' EB0855'THIS STATION SUITABLE FOR GPS SURVEYS. EB0855' EB0855'DESCRIBED BY R.T. WOODRUFF. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3830 *********************************************************************** EB3830 DESIGNATION - DINE EB3830 PID - EB3830 EB3830 STATE/COUNTY- NC/ROBESON EB3830 USGS QUAD - PEMBROKE (1982) EB3830 EB3830 *CURRENT SURVEY CONTROL EB3830 ___________________________________________________________________ EB3830* NAD 83(1986)- 34 43 32.89488(N) 079 12 40.87807(W) ADJUSTED EB3830* NAVD 88 - 56.290 (meters) 184.68 (feet) ADJUSTED EB3830 ___________________________________________________________________ EB3830 LAPLACE CORR- -4.49 (seconds) DEFLEC99 EB3830 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3830 DYNAMIC HT - 56.237 (meters) 184.50 (feet) COMP EB3830 MODELED GRAV- 979,695.1 (mgal) NAVD 88 EB3830 EB3830 HORZ ORDER - SECOND EB3830 VERT ORDER - SECOND CLASS II EB3830 EB3830.The North Carolina HARNS have been completed but, EB3830.due to contractual restrictions, coordinates for these stations EB3830.will NOT be published in the near future. In the interim, the EB3830.published coordinates in North Carolina will not be EB3830.consistent with the Continuously Operating Reference Stations EB3830.(CORS). The HARN coordinates for these stations are available EB3830.upon request. Contact Gary Thompson(919-733-3836). EB3830. EB3830.In addition, the published North Carolina positions EB3830.(NAD 83 (1986)) are NOT consistent with those determined in EB3830.adjacent state readjustments. The discontinuity between stations EB3830.located in North Carolina and those in adjacent states EB3830.which have been adjusted to the HARN may be as much as 5 EB3830.decimeters. This will result in a significant loss of accuracy EB3830.over lines crossing such state borders. EB3830 EB3830 EB3830.The horizontal coordinates were established by classical geodetic methods EB3830.and adjusted by the National Geodetic Survey in April 1991. EB3830 EB3830.The orthometric height was determined by differential leveling EB3830.and adjusted by the National Geodetic Survey in October 1999. EB3830 EB3830.The Laplace correction was computed from DEFLEC99 derived deflections. EB3830 EB3830.The geoid height was determined by GEOID03. EB3830 EB3830.The dynamic height is computed by dividing the NAVD 88 EB3830.geopotential number by the normal gravity value computed on the EB3830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3830.degrees latitude (g = 980.6199 gals.). EB3830 EB3830.The modeled gravity was interpolated from observed gravity values. EB3830 EB3830; North East Units Scale Factor Converg. EB3830;SPC NC - 108,267.634 590,244.537 MT 0.99991444 -0 07 19.2 EB3830;SPC NC - 355,208.06 1,936,493.95 sFT 0.99991444 -0 07 19.2 EB3830;UTM 17 - 3,844,092.918 663,768.820 MT 0.99993057 +1 01 08.9 EB3830 EB3830! - Elev Factor x Scale Factor = Combined Factor EB3830!SPC NC - 0.99999635 x 0.99991444 = 0.99991079 EB3830!UTM 17 - 0.99999635 x 0.99993057 = 0.99992692 EB3830 EB3830 SUPERSEDED SURVEY CONTROL EB3830 EB3830 NGVD 29 (04/22/91) 56.6 (m) 186. (f) VERT ANG EB3830 EB3830.Superseded values are not recommended for survey control. EB3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3830.See file dsdata.txt to determine how the superseded data were derived. EB3830 EB3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6376944093(NAD 83) EB3830_MARKER: DE = TRAVERSE STATION DISK EB3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3830_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3830_STAMPING: DINE 1977 EB3830_MARK LOGO: NCGS EB3830_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3830+STABILITY: SURFACE MOTION EB3830 EB3830 HISTORY - Date Condition Report By EB3830 HISTORY - 1977 MONUMENTED NCGS EB3830 HISTORY - 19890124 GOOD NCGS EB3830 HISTORY - 19970426 GOOD USPSQD EB3830 EB3830 STATION DESCRIPTION EB3830 EB3830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3830'THE STATION IS LOCATED APPROXIMATELY 6.4 MILES SOUTH-SOUTHWEST OF EB3830'RED SPRINGS AND 3.3 MILES NORTH-NORTHWEST OF PEMBROKE. EB3830' EB3830'TO REACH STATION FROM THE INTERSECTION OF NC 710 AND SR 1339 WEST OF EB3830'PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 3.1 MILES TO STATION IN RIGHT EB3830'SHOULDER BESIDE A DOUBLE INTERSECTION SIGN AND 0.1 MILE SOUTH OF EB3830'SR 1347 LEADING WEST. EB3830' EB3830'STATION MARK IS A STANDARD DISK STAMPED---DINE 1977---SET IN THE TOP EB3830'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3830'THE MARK IS 16.7 FEET EAST OF CENTERLINE OF NC 710, 114.7 FEET EB3830'SOUTH-SOUTHEAST OF A 30 INCH OAK WITH REFERENCE TAG, 146.2 FEET NORTH EB3830'OF POWER POLE WITH REFERENCE TAG, 2.2 FEET WEST OF INTERSECTION SIGN EB3830'POST WITH REFERENCE TAG, 64.2 FEET SOUTHEAST OF A 6 INCH CORNER FENCE EB3830'POST WITH REFERENCE TAG AND 113.6 FEET SOUTH OF CULVERT FOR FARM EB3830'BUILDINGS ACCESS ROAD. EB3830 EB3830 STATION RECOVERY (1989) EB3830 EB3830'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3830'STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF RED EB3830'SPRINGS AND 3.3 MI (5.3 KM) NORTH-NORTHWEST OF PEMBROKE. ALONG NC 710 EB3830'FOR 3.1 MI (5.0 KM) NORTH FROM NC 710 AND SR 1339 (WEST OF PEMBROKE), EB3830'IN RIGHT SHOULDER BESIDE A DOUBLE INTERSECTION SIGN, OR 0.1 MI (0.2 EB3830'KM) SOUTH OF SR 1347 LEADING WEST. MARK IS LEVEL WITH ROAD AND EB3830'RECESSED 8 INCHES BELOW GROUND. LOCATED 16.7 FT (5.1 M) EAST OF THE EB3830'CENTERLINE OF NC 710, 113.6 FT (34.6 M) SOUTH OF A CULVERT FOR FARM EB3830'BUILDINGS ACCESS ROAD--AND 114.7 FT (35.0 M) SOUTH-SOUTHEAST OF A EB3830'30-INCH OAK, 146.2 FT (44.6 M) NORTH OF A POWER POLE, 3.8 FT (1.2 M) EB3830'WEST OF AN INTERSECTION SIGN POST, 64.2 FT (19.6 M) SOUTHEAST OF A EB3830'6-INCH CORNER FENCE POST--ALL WITH REFERENCE TAGS. EB3830 EB3830 STATION RECOVERY (1997) EB3830 EB3830'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3830'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3831 *********************************************************************** EB3831 DESIGNATION - DIP EB3831 PID - EB3831 EB3831 STATE/COUNTY- NC/ROBESON EB3831 USGS QUAD - FAIR BLUFF (1982) EB3831 EB3831 *CURRENT SURVEY CONTROL EB3831 ___________________________________________________________________ EB3831* NAD 83(1986)- 34 19 13.25323(N) 079 02 40.09487(W) ADJUSTED EB3831* NAVD 88 - 20.4 (meters) 67. (feet) VERTCON EB3831 ___________________________________________________________________ EB3831 LAPLACE CORR- -3.61 (seconds) DEFLEC99 EB3831 GEOID HEIGHT- -33.80 (meters) GEOID03 EB3831 EB3831 HORZ ORDER - SECOND EB3831 EB3831.The North Carolina HARNS have been completed but, EB3831.due to contractual restrictions, coordinates for these stations EB3831.will NOT be published in the near future. In the interim, the EB3831.published coordinates in North Carolina will not be EB3831.consistent with the Continuously Operating Reference Stations EB3831.(CORS). The HARN coordinates for these stations are available EB3831.upon request. Contact Gary Thompson(919-733-3836). EB3831. EB3831.In addition, the published North Carolina positions EB3831.(NAD 83 (1986)) are NOT consistent with those determined in EB3831.adjacent state readjustments. The discontinuity between stations EB3831.located in North Carolina and those in adjacent states EB3831.which have been adjusted to the HARN may be as much as 5 EB3831.decimeters. This will result in a significant loss of accuracy EB3831.over lines crossing such state borders. EB3831 EB3831 EB3831.The horizontal coordinates were established by classical geodetic methods EB3831.and adjusted by the National Geodetic Survey in April 1991. EB3831 EB3831.The NAVD 88 height was computed by applying the VERTCON shift value to EB3831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3831 EB3831.The Laplace correction was computed from DEFLEC99 derived deflections. EB3831 EB3831.The geoid height was determined by GEOID03. EB3831 EB3831; North East Units Scale Factor Converg. EB3831;SPC NC - 63,271.979 605,508.267 MT 1.00000362 -0 01 32.4 EB3831;SPC NC - 207,584.82 1,986,571.71 sFT 1.00000362 -0 01 32.4 EB3831;SPC SC - 277,506.228 789,543.858 MT 0.99985806 +1 05 02.9 EB3831;SPC SC - 910,453.50 2,590,366.99 iFT 0.99985806 +1 05 02.9 EB3831;UTM 17 - 3,799,408.016 679,920.978 MT 0.99999904 +1 06 10.3 EB3831 EB3831! - Elev Factor x Scale Factor = Combined Factor EB3831!SPC NC - 1.00000211 x 1.00000362 = 1.00000573 EB3831!SPC SC - 1.00000211 x 0.99985806 = 0.99986017 EB3831!UTM 17 - 1.00000211 x 0.99999904 = 1.00000115 EB3831 EB3831 SUPERSEDED SURVEY CONTROL EB3831 EB3831 NGVD 29 (04/22/91) 20.7 (m) 68. (f) VERT ANG EB3831 EB3831.Superseded values are not recommended for survey control. EB3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3831.See file dsdata.txt to determine how the superseded data were derived. EB3831 EB3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7992199408(NAD 83) EB3831_MARKER: DE = TRAVERSE STATION DISK EB3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3831_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3831_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3831+STABILITY: SURFACE MOTION EB3831 EB3831 HISTORY - Date Condition Report By EB3831 HISTORY - 1977 MONUMENTED NCGS EB3831 EB3831 STATION DESCRIPTION EB3831 EB3831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3831'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES SOUTHEAST OF MARIETTA EB3831'AND 0.8 MILES WEST-NORTHWEST OF FAIR BLUFF. EB3831' EB3831'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB3831'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 0.6 MILE TO STATION IN LEFT EB3831'SHOULDER AT EDGE OF WOODS ROAD AND 0.1 MILE SOUTHEAST OF A BRIDGE. EB3831' EB3831'STATION MARK IS A STANDARD DISK STAMPED---DIP 1977---SET IN THE TOP EB3831'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB3831'THE MARK IS 17.9 FEET WEST OF CENTERLINE OF NC 904, 9.9 FEET NORTH OF EB3831'CENTERLINE OF WOODS ROAD, 44.1 FEET WEST-NORTHWEST OF A METAL FINE TO EB3831'LITTER SIGN, 25.2 FEET EAST-SOUTHEAST OF A 10 INCH GUM WITH REFERENCE EB3831'TAG AND 75.3 FEET NORTHWEST OF GATE POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2526 *********************************************************************** EB2526 DESIGNATION - DITCH EB2526 PID - EB2526 EB2526 STATE/COUNTY- NC/ROBESON EB2526 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2526 EB2526 *CURRENT SURVEY CONTROL EB2526 ___________________________________________________________________ EB2526* NAD 83(1986)- 34 44 06.66263(N) 078 59 50.07253(W) ADJUSTED EB2526* NAVD 88 - 45.8 (meters) 150. (feet) VERTCON EB2526 ___________________________________________________________________ EB2526 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB2526 GEOID HEIGHT- -33.79 (meters) GEOID03 EB2526 EB2526 HORZ ORDER - SECOND EB2526 EB2526.The North Carolina HARNS have been completed but, EB2526.due to contractual restrictions, coordinates for these stations EB2526.will NOT be published in the near future. In the interim, the EB2526.published coordinates in North Carolina will not be EB2526.consistent with the Continuously Operating Reference Stations EB2526.(CORS). The HARN coordinates for these stations are available EB2526.upon request. Contact Gary Thompson(919-733-3836). EB2526. EB2526.In addition, the published North Carolina positions EB2526.(NAD 83 (1986)) are NOT consistent with those determined in EB2526.adjacent state readjustments. The discontinuity between stations EB2526.located in North Carolina and those in adjacent states EB2526.which have been adjusted to the HARN may be as much as 5 EB2526.decimeters. This will result in a significant loss of accuracy EB2526.over lines crossing such state borders. EB2526 EB2526 EB2526.The horizontal coordinates were established by classical geodetic methods EB2526.and adjusted by the National Geodetic Survey in July 1986. EB2526 EB2526.The NAVD 88 height was computed by applying the VERTCON shift value to EB2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2526 EB2526.The Laplace correction was computed from DEFLEC99 derived deflections. EB2526 EB2526.The geoid height was determined by GEOID03. EB2526 EB2526; North East Units Scale Factor Converg. EB2526;SPC NC - 109,287.510 609,853.745 MT 0.99991296 +0 00 05.7 EB2526;SPC NC - 358,554.11 2,000,828.50 sFT 0.99991296 +0 00 05.7 EB2526;UTM 17 - 3,845,502.974 683,354.980 MT 1.00001438 +1 08 29.2 EB2526 EB2526! - Elev Factor x Scale Factor = Combined Factor EB2526!SPC NC - 0.99999811 x 0.99991296 = 0.99991107 EB2526!UTM 17 - 0.99999811 x 1.00001438 = 1.00001249 EB2526 EB2526: Primary Azimuth Mark Grid Az EB2526:SPC NC - TOBACCO 000 24 19.2 EB2526:UTM 17 - TOBACCO 359 15 55.7 EB2526 EB2526|---------------------------------------------------------------------| EB2526| PID Reference Object Distance Geod. Az | EB2526| dddmmss.s | EB2526| EB2527 TOBACCO APPROX. 2.3 KM 0002424.9 | EB2526|---------------------------------------------------------------------| EB2526 EB2526 SUPERSEDED SURVEY CONTROL EB2526 EB2526 NAD 27 - 34 44 06.07434(N) 078 59 50.95874(W) AD( ) 2 EB2526 NGVD 29 (07/19/86) 46.1 (m) 151. (f) VERT ANG EB2526 EB2526.Superseded values are not recommended for survey control. EB2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2526.See file dsdata.txt to determine how the superseded data were derived. EB2526 EB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8335545503(NAD 83) EB2526_MARKER: DE = TRAVERSE STATION DISK EB2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2526_STAMPING: DITCH 1969 EB2526_MARK LOGO: NCGS EB2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2526+STABILITY: SURFACE MOTION EB2526 EB2526 HISTORY - Date Condition Report By EB2526 HISTORY - 1969 MONUMENTED NCGS EB2526 EB2526 STATION DESCRIPTION EB2526 EB2526'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2526'DITCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2526'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2526' EB2526'DITCH IS LOCATED APPROXIMATELY 7.8 MILES NORTHWEST OF LUMBERTON AND EB2526'5.2 MILES SOUTHEAST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2526'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 6.9 MILES NORTHWEST EB2526'OF LUMBERTON, GO NORTH ON I-95 FOR 1.05 MILE TO STATION ON LEFT, IN EB2526'MEDIAN OF I-95, DIRECTLY WEST OF START OF TREES ON EAST SIDE OF EB2526'I-95, AND 2.45 MILES SOUTH OF SR 1758. EB2526' EB2526'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DITCH EB2526'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2526'FLUSH WITH THE SURFACE OF THE GROUND. EB2526' EB2526'MARK IS EB2526' EB2526'24.0 FEET W OF C/L OF I-95 N BOUND LANE. EB2526'35.6 FEET E OF C/L OF I-95 S BOUND LANE. EB2526'100.7 FEET W OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2526'115.1 FEET SW OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2526'83.0 FEET SSW OF STEEL EMERGENCY STOP SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1656 *********************************************************************** EB1656 DESIGNATION - DIVIDE EB1656 PID - EB1656 EB1656 STATE/COUNTY- NC/ROBESON EB1656 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1656 EB1656 *CURRENT SURVEY CONTROL EB1656 ___________________________________________________________________ EB1656* NAD 83(1986)- 34 34 16.69772(N) 079 01 56.76227(W) ADJUSTED EB1656* NAVD 88 - 39.663 (meters) 130.13 (feet) ADJUSTED EB1656 ___________________________________________________________________ EB1656 LAPLACE CORR- -5.30 (seconds) DEFLEC99 EB1656 GEOID HEIGHT- -33.87 (meters) GEOID03 EB1656 DYNAMIC HT - 39.624 (meters) 130.00 (feet) COMP EB1656 MODELED GRAV- 979,660.3 (mgal) NAVD 88 EB1656 EB1656 HORZ ORDER - SECOND EB1656 VERT ORDER - SECOND CLASS I EB1656 EB1656.The North Carolina HARNS have been completed but, EB1656.due to contractual restrictions, coordinates for these stations EB1656.will NOT be published in the near future. In the interim, the EB1656.published coordinates in North Carolina will not be EB1656.consistent with the Continuously Operating Reference Stations EB1656.(CORS). The HARN coordinates for these stations are available EB1656.upon request. Contact Gary Thompson(919-733-3836). EB1656. EB1656.In addition, the published North Carolina positions EB1656.(NAD 83 (1986)) are NOT consistent with those determined in EB1656.adjacent state readjustments. The discontinuity between stations EB1656.located in North Carolina and those in adjacent states EB1656.which have been adjusted to the HARN may be as much as 5 EB1656.decimeters. This will result in a significant loss of accuracy EB1656.over lines crossing such state borders. EB1656 EB1656 EB1656.The horizontal coordinates were established by classical geodetic methods EB1656.and adjusted by the National Geodetic Survey in April 1991. EB1656 EB1656.The orthometric height was determined by differential leveling EB1656.and adjusted by the National Geodetic Survey in June 1991. EB1656 EB1656.The Laplace correction was computed from DEFLEC99 derived deflections. EB1656 EB1656.The geoid height was determined by GEOID03. EB1656 EB1656.The dynamic height is computed by dividing the NAVD 88 EB1656.geopotential number by the normal gravity value computed on the EB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1656.degrees latitude (g = 980.6199 gals.). EB1656 EB1656.The modeled gravity was interpolated from observed gravity values. EB1656 EB1656; North East Units Scale Factor Converg. EB1656;SPC NC - 91,109.510 606,625.195 MT 0.99994259 -0 01 07.4 EB1656;SPC NC - 298,915.12 1,990,236.16 sFT 0.99994259 -0 01 07.4 EB1656;UTM 17 - 3,827,262.981 680,487.751 MT 1.00000153 +1 07 00.3 EB1656 EB1656! - Elev Factor x Scale Factor = Combined Factor EB1656!SPC NC - 0.99999909 x 0.99994259 = 0.99994168 EB1656!UTM 17 - 0.99999909 x 1.00000153 = 1.00000062 EB1656 EB1656 SUPERSEDED SURVEY CONTROL EB1656 EB1656 NGVD 29 (10/06/93) 39.937 (m) 131.03 (f) ADJUSTED 2 1 EB1656 EB1656.Superseded values are not recommended for survey control. EB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1656.See file dsdata.txt to determine how the superseded data were derived. EB1656 EB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8048827263(NAD 83) EB1656_MARKER: DE = TRAVERSE STATION DISK EB1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1656_SP_SET: CONCRETE POST EB1656_STAMPING: DIVIDE 1977 EB1656_MARK LOGO: NCGS EB1656_PROJECTION: RECESSED 5 CENTIMETERS EB1656_MAGNETIC: N = NO MAGNETIC MATERIAL EB1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1656+STABILITY: SURFACE MOTION EB1656 EB1656 HISTORY - Date Condition Report By EB1656 HISTORY - 1977 MONUMENTED NCGS EB1656 HISTORY - 1978 GOOD NCGS EB1656 HISTORY - 19890606 GOOD NCGS EB1656 HISTORY - 19950808 MARK NOT FOUND USPSQD EB1656 EB1656 STATION DESCRIPTION EB1656 EB1656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1656'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTH-SOUTHWEST OF EB1656'LUMBERTON AND 6.9 MILES NORTHEAST OF FAIRMONT. EB1656' EB1656'TO REACH STATION FROM US 74 OVERPASS OF NC 41 SOUTHWEST OF LUMBERTON, EB1656'PROCEED SOUTHEAST ALONG US 74 FOR 1.05 MILES TO STATION ON LEFT AT EB1656'FENCE LINE OPPOSITE A SPEED LIGHT SIGN AND ABOUT 500 YARDS NORTHWEST EB1656'OF A POWER LINE CROSSING HIGHWAY. EB1656' EB1656'STATION MARK IS A STANDARD DISK STAMPED---DIVIDE 1977---SET IN THE EB1656'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MAR EB1656'IS 111.4 FEET NORTHEAST OF CENTERLINE OF US 74, 153.2 FEET SOUTHEAST EB1656'OF CENTER OF BRACE SECTION WITH REFERENCE TAG, 155.6 FEET NORTHEAST EB1656'OF CENTER OF A BRACE SECTION WITH REFERENCE TAG, 11.5 FEET SOUTHWEST EB1656'OF POST WITH REFERENCE TAG, 15.5 FEET WEST OF POST WITH REFERENCE TAG EB1656'AND 15.0 FEET SOUTH OF POST WITH REFERENCE TAG. EB1656 EB1656 STATION RECOVERY (1978) EB1656 EB1656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1656'3.7 MI SSW FROM LUMBERTON. EB1656'1.05 MILES SOUTHEAST ALONG U.S. 74 FROM N.C. 41 UNDERPASS EB1656'SOUTHWEST OF LUMBERTON, ON NORTHEAST SIDE OF HIGHWAY NEAR FENCE EB1656'LINE, OPPOSITE A SPEED LIMIT SIGN AND ABOUT 500 YARDS NORTH OF EB1656'POWER LINE CROSSING HIGHWAY, 111.4 FEET NORTHEAST OF CENTERLINE EB1656'OF U.S. 74, 11.5 FEET SOUTHWEST OF FENCE POST, 15.5 FEET WEST OF EB1656'FENCE POST, 15.0 FEET SOUTH OF FENCE POST, 153.2 FEET SOUTHEAST EB1656'OF CENTER POST OF BRACE SECTION AND 155.6 FEET NORTHEAST OF EB1656'CENTER POST OF BRACE SECTION -- ALL POSTS BEAR REFERENCE TAGS. EB1656 EB1656 STATION RECOVERY (1989) EB1656 EB1656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB1656'RECOVERED AS DESCRIBED. EB1656 EB1656 STATION RECOVERY (1995) EB1656 EB1656'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1656'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2608 *********************************************************************** EB2608 DESIGNATION - DOVE EB2608 PID - EB2608 EB2608 STATE/COUNTY- NC/ROBESON EB2608 USGS QUAD - PEMBROKE (1982) EB2608 EB2608 *CURRENT SURVEY CONTROL EB2608 ___________________________________________________________________ EB2608* NAD 83(1986)- 34 39 38.40415(N) 079 08 01.96501(W) ADJUSTED EB2608* NAVD 88 - 47.35 (+/-2cm) 155.3 (feet) VERTCON EB2608 ___________________________________________________________________ EB2608 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EB2608 GEOID HEIGHT- -33.41 (meters) GEOID03 EB2608 EB2608 HORZ ORDER - SECOND EB2608 VERT ORDER - THIRD ? (See Below) EB2608 EB2608.The North Carolina HARNS have been completed but, EB2608.due to contractual restrictions, coordinates for these stations EB2608.will NOT be published in the near future. In the interim, the EB2608.published coordinates in North Carolina will not be EB2608.consistent with the Continuously Operating Reference Stations EB2608.(CORS). The HARN coordinates for these stations are available EB2608.upon request. Contact Gary Thompson(919-733-3836). EB2608. EB2608.In addition, the published North Carolina positions EB2608.(NAD 83 (1986)) are NOT consistent with those determined in EB2608.adjacent state readjustments. The discontinuity between stations EB2608.located in North Carolina and those in adjacent states EB2608.which have been adjusted to the HARN may be as much as 5 EB2608.decimeters. This will result in a significant loss of accuracy EB2608.over lines crossing such state borders. EB2608 EB2608 EB2608.The horizontal coordinates were established by classical geodetic methods EB2608.and adjusted by the National Geodetic Survey in July 1986. EB2608 EB2608.The NAVD 88 height was computed by applying the VERTCON shift value to EB2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2608.The vertical order pertains to the NGVD 29 superseded value. EB2608 EB2608.The Laplace correction was computed from DEFLEC99 derived deflections. EB2608 EB2608.The geoid height was determined by GEOID03. EB2608 EB2608; North East Units Scale Factor Converg. EB2608;SPC NC - 101,029.987 597,330.315 MT 0.99992543 -0 04 38.2 EB2608;SPC NC - 331,462.55 1,959,741.21 sFT 0.99992543 -0 04 38.2 EB2608;UTM 17 - 3,836,997.494 670,997.374 MT 0.99996041 +1 03 41.6 EB2608 EB2608! - Elev Factor x Scale Factor = Combined Factor EB2608!SPC NC - 0.99999781 x 0.99992543 = 0.99992324 EB2608!UTM 17 - 0.99999781 x 0.99996041 = 0.99995822 EB2608 EB2608: Primary Azimuth Mark Grid Az EB2608:SPC NC - PRUDY 113 29 29.3 EB2608:UTM 17 - PRUDY 112 21 09.5 EB2608 EB2608|---------------------------------------------------------------------| EB2608| PID Reference Object Distance Geod. Az | EB2608| dddmmss.s | EB2608| EB2586 PRUDY APPROX. 1.3 KM 1132451.1 | EB2608|---------------------------------------------------------------------| EB2608 EB2608 SUPERSEDED SURVEY CONTROL EB2608 EB2608 NAD 27 - 34 39 37.81680(N) 079 08 02.83395(W) AD( ) 2 EB2608 NGVD 29 (07/19/86) 47.64 (m) 156.3 (f) LEVELING 3 EB2608 EB2608.Superseded values are not recommended for survey control. EB2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2608.See file dsdata.txt to determine how the superseded data were derived. EB2608 EB2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7099736997(NAD 83) EB2608_MARKER: DE = TRAVERSE STATION DISK EB2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2608_STAMPING: DOVE 1965 EB2608_MARK LOGO: NCGS EB2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2608+STABILITY: SURFACE MOTION EB2608 EB2608 HISTORY - Date Condition Report By EB2608 HISTORY - 1965 MONUMENTED NCGS EB2608 EB2608 STATION DESCRIPTION EB2608 EB2608'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2608'DOVE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2608'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2608' EB2608'DOVE IS 3.5 MILES ESE OF PEMBROKE AND 7.8 MILES WNW OF EB2608'LUMBERTON. STATION IS LOCATED ON THE RIGHT OF WAY OF THE SAL EB2608'RR. IN THE NE QUADRANT OF THE CROSSING OF SR 1572 AND THE EB2608'RAILROAD. TO REACH THE STATION FROM THE T INTERSECTION OF EB2608'NC 72 AND SR 1572, GO SW ON SOIL SURFACE ROAD (SR 1572) 0.9 EB2608'MILES TO THE CROSSING AND STATION. TO REACH THE STATION FROM EB2608'THE SOIL SURFACE T INTERSECTION OF SR 1572 AND SR 1567, GO NW EB2608'ON THE SOIL SURFACE ROAD (SR 1572) 0.4 MILES TO RAILROAD EB2608'CROSSING AND STATION. EB2608' EB2608'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2608'DOVE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2608'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2608' EB2608'MARK IS EB2608' EB2608'16.5 FT E OF C/L OF SR 1572 EB2608' EB2608'4.2 FT N OF NORTH RAIL EB2608' EB2608'25.7 FT SW OF TP 4747 WITH ALUMINUM REF. TAG EB2608' EB2608'23.5 FT NE OF RR CROSSING SIGNAL WITH ALUMINUM REF. TAG ON EB2608'SW SIDE OF TRACKS. EB2608' EB2608'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3833 *********************************************************************** EB3833 DESIGNATION - DRAIN EB3833 PID - EB3833 EB3833 STATE/COUNTY- NC/ROBESON EB3833 USGS QUAD - ROWLAND (1982) EB3833 EB3833 *CURRENT SURVEY CONTROL EB3833 ___________________________________________________________________ EB3833* NAD 83(1986)- 34 33 22.37300(N) 079 17 47.52294(W) ADJUSTED EB3833* NAVD 88 - 45.9 (meters) 151. (feet) VERTCON EB3833 ___________________________________________________________________ EB3833 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB3833 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3833 EB3833 HORZ ORDER - SECOND EB3833 EB3833.The North Carolina HARNS have been completed but, EB3833.due to contractual restrictions, coordinates for these stations EB3833.will NOT be published in the near future. In the interim, the EB3833.published coordinates in North Carolina will not be EB3833.consistent with the Continuously Operating Reference Stations EB3833.(CORS). The HARN coordinates for these stations are available EB3833.upon request. Contact Gary Thompson(919-733-3836). EB3833. EB3833.In addition, the published North Carolina positions EB3833.(NAD 83 (1986)) are NOT consistent with those determined in EB3833.adjacent state readjustments. The discontinuity between stations EB3833.located in North Carolina and those in adjacent states EB3833.which have been adjusted to the HARN may be as much as 5 EB3833.decimeters. This will result in a significant loss of accuracy EB3833.over lines crossing such state borders. EB3833 EB3833 EB3833.The horizontal coordinates were established by classical geodetic methods EB3833.and adjusted by the National Geodetic Survey in April 1991. EB3833 EB3833.The NAVD 88 height was computed by applying the VERTCON shift value to EB3833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3833 EB3833.The Laplace correction was computed from DEFLEC99 derived deflections. EB3833 EB3833.The geoid height was determined by GEOID03. EB3833 EB3833; North East Units Scale Factor Converg. EB3833;SPC NC - 89,475.768 582,387.340 MT 0.99994573 -0 10 16.1 EB3833;SPC NC - 293,555.08 1,910,715.80 sFT 0.99994573 -0 10 16.1 EB3833;SPC SC - 303,253.807 765,920.550 MT 0.99991330 +0 56 39.8 EB3833;SPC SC - 994,927.19 2,512,862.70 iFT 0.99991330 +0 56 39.8 EB3833;UTM 17 - 3,825,148.798 656,286.925 MT 0.99990107 +0 57 59.1 EB3833 EB3833! - Elev Factor x Scale Factor = Combined Factor EB3833!SPC NC - 0.99999797 x 0.99994573 = 0.99994370 EB3833!SPC SC - 0.99999797 x 0.99991330 = 0.99991127 EB3833!UTM 17 - 0.99999797 x 0.99990107 = 0.99989904 EB3833 EB3833 SUPERSEDED SURVEY CONTROL EB3833 EB3833 NGVD 29 (04/22/91) 46.2 (m) 152. (f) VERT ANG EB3833 EB3833.Superseded values are not recommended for survey control. EB3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3833.See file dsdata.txt to determine how the superseded data were derived. EB3833 EB3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5628725149(NAD 83) EB3833_MARKER: DE = TRAVERSE STATION DISK EB3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3833_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3833_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3833+STABILITY: SURFACE MOTION EB3833 EB3833 HISTORY - Date Condition Report By EB3833 HISTORY - 1977 MONUMENTED NCGS EB3833 EB3833 STATION DESCRIPTION EB3833 EB3833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3833'STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH-NORTHEAST OF EB3833'ROWLAND AND 4.9 MILES SOUTH OF ELROD. EB3833'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 EB3833'NORTHWEST OF ROWLAND PROCEED NORTHEAST ALONG NC 710 FOR 0.75 MILE TO EB3833'STATION IN RIGHT SHOULDER OPPOSITE CENTERLINE OF FIELD ROAD LEADING TO EB3833'A FARM HOUSE AND 0.55 MILE SOUTHWEST OF INTERSECTION WITH SR 1184. EB3833' EB3833'STATION MARK IS A STANDARD DISK STAMPED---DRAIN 1977---SET IN THE EB3833'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3833'SURFACE. THE MARK IS 17.6 FEET SOUTHEAST OF CENTERLINE OF NC 710, EB3833'11.2 FEET NORTHEAST OF SOUTH END OF CULVERT UNDER HIGHWAY, 40.4 FEET EB3833'NORTH OF POWER POLE 1298, 68.4 FEET SOUTHEAST OF POWER POLE 1299, EB3833'87.0 FEET SOUTH-SOUTHEAST OF 15 INCH GUM ALL WITH TAGS AND 90.2 FEET EB3833'EAST OF BARN SHELTER POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3834 *********************************************************************** EB3834 DESIGNATION - DRIGGERS EB3834 PID - EB3834 EB3834 STATE/COUNTY- NC/ROBESON EB3834 USGS QUAD - RED SPRINGS (1974) EB3834 EB3834 *CURRENT SURVEY CONTROL EB3834 ___________________________________________________________________ EB3834* NAD 83(1986)- 34 50 47.93539(N) 079 08 35.57184(W) ADJUSTED EB3834* NAVD 88 - 58.4 (meters) 192. (feet) VERTCON EB3834 ___________________________________________________________________ EB3834 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EB3834 GEOID HEIGHT- -33.06 (meters) GEOID03 EB3834 EB3834 HORZ ORDER - SECOND EB3834 EB3834.The North Carolina HARNS have been completed but, EB3834.due to contractual restrictions, coordinates for these stations EB3834.will NOT be published in the near future. In the interim, the EB3834.published coordinates in North Carolina will not be EB3834.consistent with the Continuously Operating Reference Stations EB3834.(CORS). The HARN coordinates for these stations are available EB3834.upon request. Contact Gary Thompson(919-733-3836). EB3834. EB3834.In addition, the published North Carolina positions EB3834.(NAD 83 (1986)) are NOT consistent with those determined in EB3834.adjacent state readjustments. The discontinuity between stations EB3834.located in North Carolina and those in adjacent states EB3834.which have been adjusted to the HARN may be as much as 5 EB3834.decimeters. This will result in a significant loss of accuracy EB3834.over lines crossing such state borders. EB3834 EB3834 EB3834.The horizontal coordinates were established by classical geodetic methods EB3834.and adjusted by the National Geodetic Survey in April 1991. EB3834 EB3834.The NAVD 88 height was computed by applying the VERTCON shift value to EB3834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3834 EB3834.The Laplace correction was computed from DEFLEC99 derived deflections. EB3834 EB3834.The geoid height was determined by GEOID03. EB3834 EB3834; North East Units Scale Factor Converg. EB3834;SPC NC - 121,661.305 596,504.443 MT 0.99989743 -0 04 57.6 EB3834;SPC NC - 399,150.46 1,957,031.66 sFT 0.99989743 -0 04 57.6 EB3834;UTM 17 - 3,857,609.242 669,760.656 MT 0.99995520 +1 03 40.3 EB3834 EB3834! - Elev Factor x Scale Factor = Combined Factor EB3834!SPC NC - 0.99999602 x 0.99989743 = 0.99989345 EB3834!UTM 17 - 0.99999602 x 0.99995520 = 0.99995122 EB3834 EB3834 SUPERSEDED SURVEY CONTROL EB3834 EB3834 NGVD 29 (04/22/91) 58.7 (m) 193. (f) VERT ANG EB3834 EB3834.Superseded values are not recommended for survey control. EB3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3834.See file dsdata.txt to determine how the superseded data were derived. EB3834 EB3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6976157609(NAD 83) EB3834_MARKER: DE = TRAVERSE STATION DISK EB3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3834_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3834_STAMPING: DRIGGERS 1977 EB3834_MARK LOGO: NCGS EB3834_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3834+STABILITY: SURFACE MOTION EB3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3834+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001 EB3834 EB3834 HISTORY - Date Condition Report By EB3834 HISTORY - 1977 MONUMENTED NCGS EB3834 HISTORY - 20010316 GOOD NCGS EB3834 EB3834 STATION DESCRIPTION EB3834 EB3834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3834'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES NORTHEAST OF RED EB3834'SPRINGS AND 0.3 MILES WEST OF SHANNON. EB3834' EB3834'TO REACH STATION FROM INTERSECTION OF NC 71 AND SR 1001 IN SHANNON, EB3834'PROCEED WEST ALONG NC 71 FOR 0.35 MILE TO STATION ON RIGHT IN THE EB3834'SOUTHWEST CORNER OF A YARD FOR A MOBILE HOME, APPROXIMATELY 350 FEET EB3834'EAST OF A TALL SAWMILL CHIMNEY STACK. EB3834' EB3834'STATION MARK IS A STANDARD DISK STAMPED---DRIGGERS 1977---SET IN THE EB3834'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3834'SURFACE. THE MARK IS 43.3 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 71, EB3834'10.2 FEET SOUTH OF POWER POLE WITH REFERENCE TAG, 42.6 FEET EB3834'EAST-NORTHEAST OF TELEPHONE POLE 51 WITH REFERENCE TAG, 7.2 FEET EB3834'WEST-SOUTHWEST OF CORNER FENCE POST WITH REFERENCE TAG, 90.2 FEET EAST EB3834'OF SOUTHEAST CORNER OF METAL LUMBER SHED AND 99.1 FEET EAST-SOUTHEAST EB3834'OF NORTHEAST CORNER OF SHED. EB3834 EB3834 STATION RECOVERY (2001) EB3834 EB3834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3834'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3834'TELEPHONE POLE (51) AND THE FENCE CORNER POST WITH REFERENCE TAGS ARE EB3834'BOTH GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3836 *********************************************************************** EB3836 DESIGNATION - DURANT EB3836 PID - EB3836 EB3836 STATE/COUNTY- NC/ROBESON EB3836 USGS QUAD - JOHNS (1971) EB3836 EB3836 *CURRENT SURVEY CONTROL EB3836 ___________________________________________________________________ EB3836* NAD 83(1986)- 34 38 47.15173(N) 079 24 35.94652(W) ADJUSTED EB3836* NAVD 88 - 50.3 (meters) 165. (feet) VERTCON EB3836 ___________________________________________________________________ EB3836 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB3836 GEOID HEIGHT- -32.57 (meters) GEOID03 EB3836 EB3836 HORZ ORDER - SECOND EB3836 EB3836.The North Carolina HARNS have been completed but, EB3836.due to contractual restrictions, coordinates for these stations EB3836.will NOT be published in the near future. In the interim, the EB3836.published coordinates in North Carolina will not be EB3836.consistent with the Continuously Operating Reference Stations EB3836.(CORS). The HARN coordinates for these stations are available EB3836.upon request. Contact Gary Thompson(919-733-3836). EB3836. EB3836.In addition, the published North Carolina positions EB3836.(NAD 83 (1986)) are NOT consistent with those determined in EB3836.adjacent state readjustments. The discontinuity between stations EB3836.located in North Carolina and those in adjacent states EB3836.which have been adjusted to the HARN may be as much as 5 EB3836.decimeters. This will result in a significant loss of accuracy EB3836.over lines crossing such state borders. EB3836 EB3836 EB3836.The horizontal coordinates were established by classical geodetic methods EB3836.and adjusted by the National Geodetic Survey in April 1991. EB3836 EB3836.The NAVD 88 height was computed by applying the VERTCON shift value to EB3836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3836 EB3836.The Laplace correction was computed from DEFLEC99 derived deflections. EB3836 EB3836.The geoid height was determined by GEOID03. EB3836 EB3836; North East Units Scale Factor Converg. EB3836;SPC NC - 99,520.093 572,016.964 MT 0.99992801 -0 14 11.9 EB3836;SPC NC - 326,508.84 1,876,692.32 sFT 0.99992801 -0 14 11.9 EB3836;SPC SC - 313,093.985 755,356.480 MT 0.99993894 +0 52 53.4 EB3836;SPC SC - 1,027,211.24 2,478,203.67 iFT 0.99993894 +0 52 53.4 EB3836;UTM 17 - 3,834,984.417 645,719.493 MT 0.99986173 +0 54 14.8 EB3836 EB3836! - Elev Factor x Scale Factor = Combined Factor EB3836!SPC NC - 0.99999721 x 0.99992801 = 0.99992522 EB3836!SPC SC - 0.99999721 x 0.99993894 = 0.99993615 EB3836!UTM 17 - 0.99999721 x 0.99986173 = 0.99985894 EB3836 EB3836 SUPERSEDED SURVEY CONTROL EB3836 EB3836 NGVD 29 (04/22/91) 50.6 (m) 166. (f) VERT ANG EB3836 EB3836.Superseded values are not recommended for survey control. EB3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3836.See file dsdata.txt to determine how the superseded data were derived. EB3836 EB3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4571934984(NAD 83) EB3836_MARKER: DE = TRAVERSE STATION DISK EB3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3836_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3836_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3836+STABILITY: SURFACE MOTION EB3836 EB3836 HISTORY - Date Condition Report By EB3836 HISTORY - 1977 MONUMENTED NCGS EB3836 EB3836 STATION DESCRIPTION EB3836 EB3836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3836'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES WEST OF RAEMON AND EB3836'7.0 MILES SOUTHWEST OF MAXTON. EB3836' EB3836'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3836'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.5 MILES TO STATION ON LEFT EB3836'BY A POWER POLE IN A CULTIVATED FIELD AND 0.2 MILE NORTHEAST OF EB3836'SR 1104 CROSSROADS. EB3836' EB3836'STATION MARK IS A STANDARD DISK STAMPED---DURANT 1977---SET IN THE EB3836'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3836'THE MARK IS 69.0 FEET SOUTHEAST OF CENTERLINE OF NC 83, 1.8 FEET EB3836'SOUTH-SOUTHEAST OF WITNESS POST, 1.4 FEET NORTH-NORTHWEST OF POWER EB3836'POLE WITH REFERENCE TAG, 135.8 FEET SOUTH OF AN 8 INCH PINE WITH EB3836'REFERENCE TAG AND 156.4 FEET SOUTHWEST OF CENTER OF BRICK CHIMMNEY OF EB3836'ABANDONED HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3837 *********************************************************************** EB3837 DESIGNATION - EASY EB3837 PID - EB3837 EB3837 STATE/COUNTY- NC/ROBESON EB3837 USGS QUAD - RED SPRINGS (1974) EB3837 EB3837 *CURRENT SURVEY CONTROL EB3837 ___________________________________________________________________ EB3837* NAD 83(1986)- 34 49 40.27361(N) 079 10 26.89677(W) ADJUSTED EB3837* NAVD 88 - 61.7 (meters) 202. (feet) VERTCON EB3837 ___________________________________________________________________ EB3837 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EB3837 GEOID HEIGHT- -33.01 (meters) GEOID03 EB3837 EB3837 HORZ ORDER - SECOND EB3837 EB3837.The North Carolina HARNS have been completed but, EB3837.due to contractual restrictions, coordinates for these stations EB3837.will NOT be published in the near future. In the interim, the EB3837.published coordinates in North Carolina will not be EB3837.consistent with the Continuously Operating Reference Stations EB3837.(CORS). The HARN coordinates for these stations are available EB3837.upon request. Contact Gary Thompson(919-733-3836). EB3837. EB3837.In addition, the published North Carolina positions EB3837.(NAD 83 (1986)) are NOT consistent with those determined in EB3837.adjacent state readjustments. The discontinuity between stations EB3837.located in North Carolina and those in adjacent states EB3837.which have been adjusted to the HARN may be as much as 5 EB3837.decimeters. This will result in a significant loss of accuracy EB3837.over lines crossing such state borders. EB3837 EB3837 EB3837.The horizontal coordinates were established by classical geodetic methods EB3837.and adjusted by the National Geodetic Survey in April 1991. EB3837 EB3837.The NAVD 88 height was computed by applying the VERTCON shift value to EB3837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3837 EB3837.The Laplace correction was computed from DEFLEC99 derived deflections. EB3837 EB3837.The geoid height was determined by GEOID03. EB3837 EB3837; North East Units Scale Factor Converg. EB3837;SPC NC - 119,580.974 593,672.865 MT 0.99989979 -0 06 01.8 EB3837;SPC NC - 392,325.25 1,947,741.72 sFT 0.99989979 -0 06 01.8 EB3837;UTM 17 - 3,855,472.700 666,971.023 MT 0.99994362 +1 02 34.9 EB3837 EB3837! - Elev Factor x Scale Factor = Combined Factor EB3837!SPC NC - 0.99999550 x 0.99989979 = 0.99989529 EB3837!UTM 17 - 0.99999550 x 0.99994362 = 0.99993912 EB3837 EB3837 SUPERSEDED SURVEY CONTROL EB3837 EB3837 NGVD 29 (04/22/91) 62.0 (m) 203. (f) VERT ANG EB3837 EB3837.Superseded values are not recommended for survey control. EB3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3837.See file dsdata.txt to determine how the superseded data were derived. EB3837 EB3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6697155473(NAD 83) EB3837_MARKER: DE = TRAVERSE STATION DISK EB3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3837_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3837_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3837+STABILITY: SURFACE MOTION EB3837 EB3837 HISTORY - Date Condition Report By EB3837 HISTORY - 1977 MONUMENTED NCGS EB3837 HISTORY - 19960427 MARK NOT FOUND USPSQD EB3837 EB3837 STATION DESCRIPTION EB3837 EB3837'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3837'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTH-NORTHEAST OF RED EB3837'SPRINGS AND 2.5 MILES WEST-SOUTHWEST OF SHANNON. EB3837' EB3837'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 NORTH OF RED EB3837'SPRINGS, PROCEED NORTHEAST ALONG NC 71 FOR 0.4 MILE TO STATION ON EB3837'RIGHT IN THE NORTHWEST CORNER OF A GRASS TRAFFIC ISLAND FORMED BY EB3837'HIGHWAY AND SR 1777-SR 1780 INTERSECTION. EB3837' EB3837'STATION MARK IS A STANDARD DISK STAMPED---EASY 1977---SET IN THE TOP EB3837'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EB3837'THE MARK IS 21.8 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 71, 31.6 EB3837'FEET NORTHEAST OF CENTERLINE OF SR 1777, 75.6 FEET NORTHWEST OF EB3837'CENTERLINE OF SR 1780, 17.9 FEET NORTHWEST OF POWER POLE WITH EB3837'TRANSFORMER AND REFERENCE TAG AND 65.5 FEET SOUTHEAST OF POWER POLE EB3837'WITH REFERENCE TAG. EB3837 EB3837 STATION RECOVERY (1996) EB3837 EB3837'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3837'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3838 *********************************************************************** EB3838 DESIGNATION - ELEMENTRY EB3838 PID - EB3838 EB3838 STATE/COUNTY- NC/ROBESON EB3838 USGS QUAD - PEMBROKE (1982) EB3838 EB3838 *CURRENT SURVEY CONTROL EB3838 ___________________________________________________________________ EB3838* NAD 83(1986)- 34 37 54.45184(N) 079 14 55.63917(W) ADJUSTED EB3838* NAVD 88 - 49.2 (meters) 161. (feet) VERTCON EB3838 ___________________________________________________________________ EB3838 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB3838 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3838 EB3838 HORZ ORDER - SECOND EB3838 EB3838.The North Carolina HARNS have been completed but, EB3838.due to contractual restrictions, coordinates for these stations EB3838.will NOT be published in the near future. In the interim, the EB3838.published coordinates in North Carolina will not be EB3838.consistent with the Continuously Operating Reference Stations EB3838.(CORS). The HARN coordinates for these stations are available EB3838.upon request. Contact Gary Thompson(919-733-3836). EB3838. EB3838.In addition, the published North Carolina positions EB3838.(NAD 83 (1986)) are NOT consistent with those determined in EB3838.adjacent state readjustments. The discontinuity between stations EB3838.located in North Carolina and those in adjacent states EB3838.which have been adjusted to the HARN may be as much as 5 EB3838.decimeters. This will result in a significant loss of accuracy EB3838.over lines crossing such state borders. EB3838 EB3838 EB3838.The horizontal coordinates were established by classical geodetic methods EB3838.and adjusted by the National Geodetic Survey in April 1991. EB3838 EB3838.The NAVD 88 height was computed by applying the VERTCON shift value to EB3838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3838 EB3838.The Laplace correction was computed from DEFLEC99 derived deflections. EB3838 EB3838.The geoid height was determined by GEOID03. EB3838 EB3838; North East Units Scale Factor Converg. EB3838;SPC NC - 97,847.233 586,790.096 MT 0.99993072 -0 08 36.9 EB3838;SPC NC - 321,020.46 1,925,160.51 sFT 0.99993072 -0 08 36.9 EB3838;UTM 17 - 3,833,605.831 660,522.386 MT 0.99991760 +0 59 43.5 EB3838 EB3838! - Elev Factor x Scale Factor = Combined Factor EB3838!SPC NC - 0.99999746 x 0.99993072 = 0.99992818 EB3838!UTM 17 - 0.99999746 x 0.99991760 = 0.99991506 EB3838 EB3838 SUPERSEDED SURVEY CONTROL EB3838 EB3838 NGVD 29 (04/22/91) 49.5 (m) 162. (f) VERT ANG EB3838 EB3838.Superseded values are not recommended for survey control. EB3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3838.See file dsdata.txt to determine how the superseded data were derived. EB3838 EB3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6052233606(NAD 83) EB3838_MARKER: DE = TRAVERSE STATION DISK EB3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3838_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3838_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3838+STABILITY: SURFACE MOTION EB3838 EB3838 HISTORY - Date Condition Report By EB3838 HISTORY - 1977 MONUMENTED NCGS EB3838 EB3838 STATION DESCRIPTION EB3838 EB3838'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3838'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH-NORTHWEST OF EB3838'ELROD AND 4.5 MILES SOUTHWEST OF PEMBROKE. EB3838' EB3838'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB3838'PROCEED SOUTH ALONG NC 710 FOR 2.8 MILES TO SR 1153 ON RIGHT AND EB3838'STATION ON LEFT IN SHOULDER. EB3838' EB3838'STATION MARK IS A STANDARD DISK STAMPED---ELEMENTRY 1977---SET IN THE EB3838'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3838'SURFACE. THE MARK IS 20.7 FEET EAST OF CENTERLINE OF NC 710, 50.2 FEET EB3838'WEST OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, 21.0 FEET NORTH OF EB3838'PROLONGATION OF THE CENTERLINE OF SR 1153, 19.4 FEET SOUTHWEST OF THE EB3838'SOUTH END OF CULVERT UNDER NORTH DRIVE, 18.2 FEET NORTH-NORTHWEST OF EB3838'THE NORTH END OF CULVERT UNDER SOUTH DRIVE AND 63.1 FEET NORTHWEST OF EB3838'A 15 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2522 *********************************************************************** EB2522 DESIGNATION - ELM EB2522 PID - EB2522 EB2522 STATE/COUNTY- NC/ROBESON EB2522 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2522 EB2522 *CURRENT SURVEY CONTROL EB2522 ___________________________________________________________________ EB2522* NAD 83(1986)- 34 41 29.30770(N) 078 59 55.87771(W) ADJUSTED EB2522* NAVD 88 - 45.0 (meters) 148. (feet) VERTCON EB2522 ___________________________________________________________________ EB2522 LAPLACE CORR- -5.54 (seconds) DEFLEC99 EB2522 GEOID HEIGHT- -33.86 (meters) GEOID03 EB2522 EB2522 HORZ ORDER - SECOND EB2522 EB2522.The North Carolina HARNS have been completed but, EB2522.due to contractual restrictions, coordinates for these stations EB2522.will NOT be published in the near future. In the interim, the EB2522.published coordinates in North Carolina will not be EB2522.consistent with the Continuously Operating Reference Stations EB2522.(CORS). The HARN coordinates for these stations are available EB2522.upon request. Contact Gary Thompson(919-733-3836). EB2522. EB2522.In addition, the published North Carolina positions EB2522.(NAD 83 (1986)) are NOT consistent with those determined in EB2522.adjacent state readjustments. The discontinuity between stations EB2522.located in North Carolina and those in adjacent states EB2522.which have been adjusted to the HARN may be as much as 5 EB2522.decimeters. This will result in a significant loss of accuracy EB2522.over lines crossing such state borders. EB2522 EB2522 EB2522.The horizontal coordinates were established by classical geodetic methods EB2522.and adjusted by the National Geodetic Survey in July 1986. EB2522 EB2522.The NAVD 88 height was computed by applying the VERTCON shift value to EB2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2522 EB2522.The Laplace correction was computed from DEFLEC99 derived deflections. EB2522 EB2522.The geoid height was determined by GEOID03. EB2522 EB2522; North East Units Scale Factor Converg. EB2522;SPC NC - 104,438.962 609,706.135 MT 0.99992008 +0 00 02.4 EB2522;SPC NC - 342,646.83 2,000,344.21 sFT 0.99992008 +0 00 02.4 EB2522;UTM 17 - 3,840,651.975 683,303.793 MT 1.00001415 +1 08 21.4 EB2522 EB2522! - Elev Factor x Scale Factor = Combined Factor EB2522!SPC NC - 0.99999825 x 0.99992008 = 0.99991833 EB2522!UTM 17 - 0.99999825 x 1.00001415 = 1.00001240 EB2522 EB2522: Primary Azimuth Mark Grid Az EB2522:SPC NC - SHACK 005 30 06.9 EB2522:UTM 17 - SHACK 004 21 47.9 EB2522 EB2522|---------------------------------------------------------------------| EB2522| PID Reference Object Distance Geod. Az | EB2522| dddmmss.s | EB2522| EB2523 SHACK APPROX. 1.0 KM 0053009.3 | EB2522|---------------------------------------------------------------------| EB2522 EB2522 SUPERSEDED SURVEY CONTROL EB2522 EB2522 NAD 27 - 34 41 28.71961(N) 078 59 56.76044(W) AD( ) 2 EB2522 NGVD 29 (07/19/86) 45.3 (m) 149. (f) VERT ANG EB2522 EB2522.Superseded values are not recommended for survey control. EB2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2522.See file dsdata.txt to determine how the superseded data were derived. EB2522 EB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8330440652(NAD 83) EB2522_MARKER: DE = TRAVERSE STATION DISK EB2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2522_STAMPING: ELM 1969 EB2522_MARK LOGO: NCGS EB2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2522+STABILITY: SURFACE MOTION EB2522 EB2522 HISTORY - Date Condition Report By EB2522 HISTORY - 1969 MONUMENTED NCGS EB2522 EB2522 STATION DESCRIPTION EB2522 EB2522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2522'ELM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2522'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2522' EB2522'ELM IS LOCATED APPROXIMATELY 4.25 MILES NORTHWEST OF LUMBERTON. TO EB2522'REACH STATION PROCEED FROM THE INTERSECTION OF I-95 AND US 301 EB2522'APPROXIMATELY 3.4 MILES NORTHWEST OF LUMBERTON, GO NORTH ON I-95 EB2522'FOR 1.55 MILES TO STATION ON LEFT, APPROXIMATELY 200 FEET SOUTH EB2522'FROM WEST END OF TREES IN MEDIAN, AND 0.65 MILE SOUTH OF EB2522'INTERSECTION OF I-95 AND SR 1529. EB2522' EB2522'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ELM EB2522'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2522'FLUSH WITH THE SURFACE OF THE GROUND. EB2522' EB2522'MARK IS EB2522' EB2522'21.9 FEET W OF C/L OF I-95 N BOUND LANE. EB2522'54.6 FEET WSW OF STEEL REFLECTOR. EB2522'37.2 FEET ESE OF 6 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2522'51.6 FEET NE OF 4 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2522'37.9 FEET E OF 5 INCH MAPLE TREE WITH ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3839 *********************************************************************** EB3839 DESIGNATION - ELROD EB3839 PID - EB3839 EB3839 STATE/COUNTY- NC/ROBESON EB3839 USGS QUAD - ROWLAND (1982) EB3839 EB3839 *CURRENT SURVEY CONTROL EB3839 ___________________________________________________________________ EB3839* NAD 83(1986)- 34 37 04.60740(N) 079 15 14.07587(W) ADJUSTED EB3839* NAVD 88 - 46.4 (meters) 152. (feet) VERTCON EB3839 ___________________________________________________________________ EB3839 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EB3839 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3839 EB3839 HORZ ORDER - SECOND EB3839 EB3839.The North Carolina HARNS have been completed but, EB3839.due to contractual restrictions, coordinates for these stations EB3839.will NOT be published in the near future. In the interim, the EB3839.published coordinates in North Carolina will not be EB3839.consistent with the Continuously Operating Reference Stations EB3839.(CORS). The HARN coordinates for these stations are available EB3839.upon request. Contact Gary Thompson(919-733-3836). EB3839. EB3839.In addition, the published North Carolina positions EB3839.(NAD 83 (1986)) are NOT consistent with those determined in EB3839.adjacent state readjustments. The discontinuity between stations EB3839.located in North Carolina and those in adjacent states EB3839.which have been adjusted to the HARN may be as much as 5 EB3839.decimeters. This will result in a significant loss of accuracy EB3839.over lines crossing such state borders. EB3839 EB3839 EB3839.The horizontal coordinates were established by classical geodetic methods EB3839.and adjusted by the National Geodetic Survey in April 1991. EB3839 EB3839.The NAVD 88 height was computed by applying the VERTCON shift value to EB3839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3839 EB3839.The Laplace correction was computed from DEFLEC99 derived deflections. EB3839 EB3839.The geoid height was determined by GEOID03. EB3839 EB3839; North East Units Scale Factor Converg. EB3839;SPC NC - 96,312.579 586,316.602 MT 0.99993334 -0 08 47.6 EB3839;SPC NC - 315,985.52 1,923,607.05 sFT 0.99993334 -0 08 47.6 EB3839;UTM 17 - 3,832,062.093 660,079.495 MT 0.99991586 +0 59 31.8 EB3839 EB3839! - Elev Factor x Scale Factor = Combined Factor EB3839!SPC NC - 0.99999790 x 0.99993334 = 0.99993124 EB3839!UTM 17 - 0.99999790 x 0.99991586 = 0.99991376 EB3839 EB3839 SUPERSEDED SURVEY CONTROL EB3839 EB3839 NGVD 29 (04/22/91) 46.7 (m) 153. (f) VERT ANG EB3839 EB3839.Superseded values are not recommended for survey control. EB3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3839.See file dsdata.txt to determine how the superseded data were derived. EB3839 EB3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6007932062(NAD 83) EB3839_MARKER: DE = TRAVERSE STATION DISK EB3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3839_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3839_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3839+STABILITY: SURFACE MOTION EB3839 EB3839 HISTORY - Date Condition Report By EB3839 HISTORY - 1977 MONUMENTED NCGS EB3839 EB3839 STATION DESCRIPTION EB3839 EB3839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3839'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE WEST-NORTHWEST OF ELROD EB3839'AND 5.5 MILES SOUTHWEST OF PEMBROKE. EB3839' EB3839'TO REACH STATION FROM US 74 AND NC 710 CROSSROADS, SOUTHWEST OF EB3839'PEMBROKE, PROCEED SOUTH ALONG NC 710 FOR 4.0 MILES TO SR 1152 EB3839'CROSSROAD AND STATION ON RIGHT IN THE SOUTHWEST QUADRANT. EB3839' EB3839'STATION MARK IS A STANDARD DISK STAMPED---ELROD 1977---SET IN THE TOP EB3839'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3839'THE MARK IS 16.4 FEET WEST-NORTHWEST OF CENTERLINE OF NC 710, 94.6 EB3839'FEET SOUTH-SOUTHWEST OF CENTERLINE OF SR 1152, 58.5 FEET EAST OF EB3839'POWER POLE 1721 WITH REFERENCE TAG, 26.5 FEET NORTHEAST OF NC 710 SIGN EB3839'POST WITH REFERENCE TAG, 76.8 FEET SOUTHEAST OF NORTHEAST CORNER OF EB3839'WHITE FRAME RESIDENT AND 106.3 FEET NORTHEAST OF NORTHEAST CORNER OF EB3839'VERLYNS GROCERY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1634 *********************************************************************** EB1634 DESIGNATION - ENERGY EB1634 PID - EB1634 EB1634 STATE/COUNTY- NC/ROBESON EB1634 USGS QUAD - MAXTON (1982) EB1634 EB1634 *CURRENT SURVEY CONTROL EB1634 ___________________________________________________________________ EB1634* NAD 83(1986)- 34 42 28.89620(N) 079 17 45.28905(W) ADJUSTED EB1634* NAVD 88 - 52.702 (meters) 172.91 (feet) ADJUSTED EB1634 ___________________________________________________________________ EB1634 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EB1634 GEOID HEIGHT- -32.83 (meters) GEOID03 EB1634 DYNAMIC HT - 52.653 (meters) 172.75 (feet) COMP EB1634 MODELED GRAV- 979,693.6 (mgal) NAVD 88 EB1634 EB1634 HORZ ORDER - SECOND EB1634 VERT ORDER - SECOND CLASS I EB1634 EB1634.The North Carolina HARNS have been completed but, EB1634.due to contractual restrictions, coordinates for these stations EB1634.will NOT be published in the near future. In the interim, the EB1634.published coordinates in North Carolina will not be EB1634.consistent with the Continuously Operating Reference Stations EB1634.(CORS). The HARN coordinates for these stations are available EB1634.upon request. Contact Gary Thompson(919-733-3836). EB1634. EB1634.In addition, the published North Carolina positions EB1634.(NAD 83 (1986)) are NOT consistent with those determined in EB1634.adjacent state readjustments. The discontinuity between stations EB1634.located in North Carolina and those in adjacent states EB1634.which have been adjusted to the HARN may be as much as 5 EB1634.decimeters. This will result in a significant loss of accuracy EB1634.over lines crossing such state borders. EB1634 EB1634 EB1634.The horizontal coordinates were established by classical geodetic methods EB1634.and adjusted by the National Geodetic Survey in April 1991. EB1634 EB1634.The orthometric height was determined by differential leveling EB1634.and adjusted by the National Geodetic Survey in June 1991. EB1634 EB1634.The Laplace correction was computed from DEFLEC99 derived deflections. EB1634 EB1634.The geoid height was determined by GEOID03. EB1634 EB1634.The dynamic height is computed by dividing the NAVD 88 EB1634.geopotential number by the normal gravity value computed on the EB1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1634.degrees latitude (g = 980.6199 gals.). EB1634 EB1634.The modeled gravity was interpolated from observed gravity values. EB1634 EB1634; North East Units Scale Factor Converg. EB1634;SPC NC - 106,315.451 582,494.485 MT 0.99991731 -0 10 14.9 EB1634;SPC NC - 348,803.28 1,911,067.32 sFT 0.99991731 -0 10 14.9 EB1634;UTM 17 - 3,841,986.771 656,059.190 MT 0.99990018 +0 58 13.8 EB1634 EB1634! - Elev Factor x Scale Factor = Combined Factor EB1634!SPC NC - 0.99999688 x 0.99991731 = 0.99991419 EB1634!UTM 17 - 0.99999688 x 0.99990018 = 0.99989706 EB1634 EB1634 SUPERSEDED SURVEY CONTROL EB1634 EB1634 NGVD 29 (10/06/93) 52.986 (m) 173.84 (f) ADJUSTED 2 1 EB1634 EB1634.Superseded values are not recommended for survey control. EB1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1634.See file dsdata.txt to determine how the superseded data were derived. EB1634 EB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5605941987(NAD 83) EB1634_MARKER: DE = TRAVERSE STATION DISK EB1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1634_SP_SET: CONCRETE POST EB1634_STAMPING: ENERGY 1977 EB1634_MARK LOGO: NCGS EB1634_PROJECTION: RECESSED 15 CENTIMETERS EB1634_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1634+STABILITY: SURFACE MOTION EB1634 EB1634 HISTORY - Date Condition Report By EB1634 HISTORY - 1977 MONUMENTED NCGS EB1634 HISTORY - 1978 GOOD NCGS EB1634 EB1634 STATION DESCRIPTION EB1634 EB1634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1634'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTHEAST OF MAXTON EB1634'AND 2.6 MILES WEST OF REDBANKS. EB1634' EB1634'TO REACH STATION FROM INTERSECTION OF US 74 WITH PATTERSON STREET IN EB1634'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 3.6 MILES TO STATION ON LEFT EB1634'AT TRANSMISSION LINE TOWER NUMBER 323 AND 0.9 MILE SOUTHEAST OF EB1634'SR 1362 LEADING NORTHEAST. EB1634' EB1634'STATION MARK IS A STANDARD DISK STAMPED---ENERGY 1977---SET IN THE EB1634'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1634'SURFACE. THE MARK IS 20.1 FEET NORTHEAST OF CENTERLINE OF US 74, 2.4 EB1634'FEET SOUTHWEST OF SOUTHEAST LEG OF TOWER, 12.6 FEET SOUTHEAST OF EB1634'SOUTHWEST LEG OF TOWER AND 19.4 FEET SOUTHEAST OF REFLECTOR POST WITH EB1634'REFERENCE TAG. EB1634 EB1634 STATION RECOVERY (1978) EB1634 EB1634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1634'3.5 MI SE FROM MAXTON. EB1634'3.6 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1634'ON LEFT AT HIGH TENSION POWER TOWER 323, AND 0.9 MILE SOUTHEAST EB1634'OF SR 1362 LEADING NORTHEAST, 20.1 FEET NORTHEAST OF CENTERLINE EB1634'OF U.S. 74, 2.4 FEET SOUTHWEST OF SOUTHEAST LEG OF TOWER, 12.6 EB1634'FEET SOUTHEAST OF SOUTHWEST LEG OF TOWER AND 19.4 FEET SOUTHEAST EB1634'OF REFLECTOR POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3840 *********************************************************************** EB3840 DESIGNATION - EQUIPT EB3840 PID - EB3840 EB3840 STATE/COUNTY- NC/ROBESON EB3840 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3840 EB3840 *CURRENT SURVEY CONTROL EB3840 ___________________________________________________________________ EB3840* NAD 83(1986)- 34 36 38.91103(N) 079 04 48.54304(W) ADJUSTED EB3840* NAVD 88 - 38.8 (meters) 127. (feet) VERTCON EB3840 ___________________________________________________________________ EB3840 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EB3840 GEOID HEIGHT- -33.67 (meters) GEOID03 EB3840 EB3840 HORZ ORDER - SECOND EB3840 EB3840.The North Carolina HARNS have been completed but, EB3840.due to contractual restrictions, coordinates for these stations EB3840.will NOT be published in the near future. In the interim, the EB3840.published coordinates in North Carolina will not be EB3840.consistent with the Continuously Operating Reference Stations EB3840.(CORS). The HARN coordinates for these stations are available EB3840.upon request. Contact Gary Thompson(919-733-3836). EB3840. EB3840.In addition, the published North Carolina positions EB3840.(NAD 83 (1986)) are NOT consistent with those determined in EB3840.adjacent state readjustments. The discontinuity between stations EB3840.located in North Carolina and those in adjacent states EB3840.which have been adjusted to the HARN may be as much as 5 EB3840.decimeters. This will result in a significant loss of accuracy EB3840.over lines crossing such state borders. EB3840 EB3840 EB3840.The horizontal coordinates were established by classical geodetic methods EB3840.and adjusted by the National Geodetic Survey in April 1991. EB3840 EB3840.The NAVD 88 height was computed by applying the VERTCON shift value to EB3840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3840 EB3840.The Laplace correction was computed from DEFLEC99 derived deflections. EB3840 EB3840.The geoid height was determined by GEOID03. EB3840 EB3840; North East Units Scale Factor Converg. EB3840;SPC NC - 95,493.990 602,250.402 MT 0.99993471 -0 02 46.5 EB3840;SPC NC - 313,299.87 1,975,883.19 sFT 0.99993471 -0 02 46.5 EB3840;UTM 17 - 3,831,560.075 676,026.638 MT 0.99998193 +1 05 26.7 EB3840 EB3840! - Elev Factor x Scale Factor = Combined Factor EB3840!SPC NC - 0.99999920 x 0.99993471 = 0.99993391 EB3840!UTM 17 - 0.99999920 x 0.99998193 = 0.99998113 EB3840 EB3840 SUPERSEDED SURVEY CONTROL EB3840 EB3840 NGVD 29 (04/22/91) 39.0 (m) 128. (f) VERT ANG EB3840 EB3840.Superseded values are not recommended for survey control. EB3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3840.See file dsdata.txt to determine how the superseded data were derived. EB3840 EB3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7602731560(NAD 83) EB3840_MARKER: DE = TRAVERSE STATION DISK EB3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3840_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3840_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3840+STABILITY: SURFACE MOTION EB3840 EB3840 HISTORY - Date Condition Report By EB3840 HISTORY - 1977 MONUMENTED NCGS EB3840 EB3840 STATION DESCRIPTION EB3840 EB3840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3840'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES WEST OF LUMBERTON. EB3840' EB3840'TO REACH THE STATION FROM THE INTERSECTION OF SR 2499 AND THE DIVIDED EB3840'ENTRANCE ROAD INTO THE LUMBERTON MUNICIPAL AIRPORT, PROCEED 1.1 MILE EB3840'SOUTHWEST ALONG SR 2499 TO STATION ON RIGHT IN SHOULDER BY DIVIDING EB3840'FENCE FOR I 95 AT INTERSECTION WITH CURRY EQUIPMENT COMPANY DRIVEWAY EB3840'AND 0.2 MILE SOUTHWEST OF INTERSECTION WITH SR 2513. EB3840' EB3840'STATION MARK IS A STANDARD DISK STAMPED---EQUIPT 1977---SET IN THE EB3840'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3840'MARK IS 14.1 FEET NORTHWEST OF CENTERLINE OF SR 2499, 47.1 FEET NORTH EB3840'EAST OF CENTERLINE INTERSECTION OF ROAD/DRIVEWAY, 3.4 FEET SOUTHEAST EB3840'OF FENCE POST WITH REFERENCE TAG, 42.8 FEET EAST-NORTHEAST OF CURRY EB3840'EQUIPMENT COMPANY MAIL BOX POST, 47.6 FEET NORTHWEST OF TELEPHONE POLE EB3840'PEDESTAL 138 AND 59.9 FEET NORTH OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2595 *********************************************************************** EB2595 DESIGNATION - ETHERIDGE EB2595 PID - EB2595 EB2595 STATE/COUNTY- NC/ROBESON EB2595 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2595 EB2595 *CURRENT SURVEY CONTROL EB2595 ___________________________________________________________________ EB2595* NAD 83(1986)- 34 34 38.02165(N) 079 02 14.08347(W) ADJUSTED EB2595* NAVD 88 - 40.8 (meters) 134. (feet) VERTCON EB2595 ___________________________________________________________________ EB2595 LAPLACE CORR- -5.36 (seconds) DEFLEC99 EB2595 GEOID HEIGHT- -33.85 (meters) GEOID03 EB2595 EB2595 HORZ ORDER - SECOND EB2595 EB2595.The North Carolina HARNS have been completed but, EB2595.due to contractual restrictions, coordinates for these stations EB2595.will NOT be published in the near future. In the interim, the EB2595.published coordinates in North Carolina will not be EB2595.consistent with the Continuously Operating Reference Stations EB2595.(CORS). The HARN coordinates for these stations are available EB2595.upon request. Contact Gary Thompson(919-733-3836). EB2595. EB2595.In addition, the published North Carolina positions EB2595.(NAD 83 (1986)) are NOT consistent with those determined in EB2595.adjacent state readjustments. The discontinuity between stations EB2595.located in North Carolina and those in adjacent states EB2595.which have been adjusted to the HARN may be as much as 5 EB2595.decimeters. This will result in a significant loss of accuracy EB2595.over lines crossing such state borders. EB2595 EB2595 EB2595.The horizontal coordinates were established by classical geodetic methods EB2595.and adjusted by the National Geodetic Survey in July 1986. EB2595 EB2595.The NAVD 88 height was computed by applying the VERTCON shift value to EB2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2595 EB2595.The Laplace correction was computed from DEFLEC99 derived deflections. EB2595 EB2595.The geoid height was determined by GEOID03. EB2595 EB2595; North East Units Scale Factor Converg. EB2595;SPC NC - 91,766.717 606,183.960 MT 0.99994138 -0 01 17.4 EB2595;SPC NC - 301,071.30 1,988,788.54 sFT 0.99994138 -0 01 17.4 EB2595;UTM 17 - 3,827,911.352 680,033.552 MT 0.99999952 +1 06 51.1 EB2595 EB2595! - Elev Factor x Scale Factor = Combined Factor EB2595!SPC NC - 0.99999891 x 0.99994138 = 0.99994029 EB2595!UTM 17 - 0.99999891 x 0.99999952 = 0.99999843 EB2595 EB2595: Primary Azimuth Mark Grid Az EB2595:SPC NC - LEE 099 41 53.9 EB2595:UTM 17 - LEE 098 33 45.4 EB2595 EB2595|---------------------------------------------------------------------| EB2595| PID Reference Object Distance Geod. Az | EB2595| dddmmss.s | EB2595| EB2596 LEE APPROX. 1.1 KM 0994036.5 | EB2595|---------------------------------------------------------------------| EB2595 EB2595 SUPERSEDED SURVEY CONTROL EB2595 EB2595 NAD 27 - 34 34 37.42732(N) 079 02 14.95883(W) AD( ) 2 EB2595 NGVD 29 (07/19/86) 41.1 (m) 135. (f) VERT ANG EB2595 EB2595.Superseded values are not recommended for survey control. EB2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2595.See file dsdata.txt to determine how the superseded data were derived. EB2595 EB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8003427911(NAD 83) EB2595_MARKER: DE = TRAVERSE STATION DISK EB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2595_STAMPING: ETHERIDGE 1965 EB2595_MARK LOGO: NCGS EB2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2595+STABILITY: SURFACE MOTION EB2595 EB2595 HISTORY - Date Condition Report By EB2595 HISTORY - 1965 MONUMENTED NCGS EB2595 HISTORY - 1972 MARK NOT FOUND USGS EB2595 HISTORY - 1980 GOOD NCGS EB2595 HISTORY - 19950808 GOOD USPSQD EB2595 EB2595 STATION DESCRIPTION EB2595 EB2595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2595'ETHERIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2595'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2595' EB2595'ETHERIDGE IS 3.5 MILES S OF LUMBERTON. LOCATED 3.95 MILES EB2595'WNW ALONG SR 2207 FROM INTERSECTION OF SR 2207 AND EB2595'U.S. 74. 0.35 MILES E OF Y INTERSECTION OF SR 2207 AND EB2595'SR 2208. 0.65 MILES W OF SR 2204. AND ON THE S SHOULDER OF EB2595'SR 2207. EB2595' EB2595'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2595'ETHERIDGE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE EB2595'TOP OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2595' EB2595'MARK IS EB2595' EB2595'13.2 FT S OF C/L OF SR 2207 EB2595' EB2595'4.8 FT N OF C/L OF S DITCH EB2595' EB2595'42.4 FT SE OF PIPE UNDER PATH TO FIELD EB2595' EB2595'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2595 EB2595 STATION RECOVERY (1972) EB2595 EB2595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 EB2595'STATION WAS SEARCHED FOR AND NOT FOUND, UNABLE TO LOCATE, EB2595'MAY STILL EXIST. EB2595 EB2595 STATION RECOVERY (1980) EB2595 EB2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) EB2595'THE STATION WAS RECOVERED IN GOOD CONDITION. EB2595' EB2595'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTH-SOUTHWEST OF EB2595'LUMBERTON. EB2595' EB2595'TO REACH STATION FROM THE NC 41 UNDERPASS OF US 74, PROCEED NORTH EB2595'ALONG NC 41 FOR 0.15 MILE TO SR 2207, THENCE 0.7 MILE EAST ALONG EB2595'SR 2207 TO STATION IN SOUTH SHOULDER, ABOUT MIDWAY BETWEEN A FRAME EB2595'HOUSE AND SMITHS BRICK HOME AND 0.65 MILE WEST OF INTERSECTION WITH EB2595'SR 2204. EB2595' EB2595'STATION MARK IS A STANDARD DISK STAMPED---ETHERIDGE---SET IN TOP OF EB2595'A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND SURFACE. EB2595'THE MARK IS 13.2 FEET SOUTH OF CENTERLINE OF SR 2207, 204 FEET EAST OF EB2595'EAST END OF CULVERT UNDER FIELD ENTRANCE, 200 FEET WEST OF EB2595'SOUTHERNMOST OF TWIN TELEPHONE PEDESTALS IN SMITH YARD AND 194 FEET EB2595'WEST OF POWER POLE WITH REFERENCE TAG. EB2595 EB2595 STATION RECOVERY (1995) EB2595 EB2595'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1625 *********************************************************************** EB1625 DESIGNATION - EVANS EB1625 PID - EB1625 EB1625 STATE/COUNTY- NC/ROBESON EB1625 USGS QUAD - MAXTON (1982) EB1625 EB1625 *CURRENT SURVEY CONTROL EB1625 ___________________________________________________________________ EB1625* NAD 83(1986)- 34 44 24.39518(N) 079 21 26.23420(W) ADJUSTED EB1625* NAVD 88 - 58.794 (meters) 192.89 (feet) ADJUSTED EB1625 ___________________________________________________________________ EB1625 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB1625 GEOID HEIGHT- -32.65 (meters) GEOID03 EB1625 DYNAMIC HT - 58.739 (meters) 192.71 (feet) COMP EB1625 MODELED GRAV- 979,692.0 (mgal) NAVD 88 EB1625 EB1625 HORZ ORDER - SECOND EB1625 VERT ORDER - SECOND CLASS I EB1625 EB1625.The North Carolina HARNS have been completed but, EB1625.due to contractual restrictions, coordinates for these stations EB1625.will NOT be published in the near future. In the interim, the EB1625.published coordinates in North Carolina will not be EB1625.consistent with the Continuously Operating Reference Stations EB1625.(CORS). The HARN coordinates for these stations are available EB1625.upon request. Contact Gary Thompson(919-733-3836). EB1625. EB1625.In addition, the published North Carolina positions EB1625.(NAD 83 (1986)) are NOT consistent with those determined in EB1625.adjacent state readjustments. The discontinuity between stations EB1625.located in North Carolina and those in adjacent states EB1625.which have been adjusted to the HARN may be as much as 5 EB1625.decimeters. This will result in a significant loss of accuracy EB1625.over lines crossing such state borders. EB1625 EB1625 EB1625.The horizontal coordinates were established by classical geodetic methods EB1625.and adjusted by the National Geodetic Survey in April 1991. EB1625 EB1625.The orthometric height was determined by differential leveling EB1625.and adjusted by the National Geodetic Survey in June 1991. EB1625 EB1625.The Laplace correction was computed from DEFLEC99 derived deflections. EB1625 EB1625.The geoid height was determined by GEOID03. EB1625 EB1625.The dynamic height is computed by dividing the NAVD 88 EB1625.geopotential number by the normal gravity value computed on the EB1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1625.degrees latitude (g = 980.6199 gals.). EB1625 EB1625.The modeled gravity was interpolated from observed gravity values. EB1625 EB1625; North East Units Scale Factor Converg. EB1625;SPC NC - 109,892.771 576,885.273 MT 0.99991220 -0 12 22.4 EB1625;SPC NC - 360,539.87 1,892,664.43 sFT 0.99991220 -0 12 22.4 EB1625;UTM 17 - 3,845,451.510 650,379.945 MT 0.99987873 +0 56 10.6 EB1625 EB1625! - Elev Factor x Scale Factor = Combined Factor EB1625!SPC NC - 0.99999590 x 0.99991220 = 0.99990810 EB1625!UTM 17 - 0.99999590 x 0.99987873 = 0.99987463 EB1625 EB1625 SUPERSEDED SURVEY CONTROL EB1625 EB1625 NGVD 29 (10/06/93) 59.076 (m) 193.82 (f) ADJUSTED 2 1 EB1625 EB1625.Superseded values are not recommended for survey control. EB1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1625.See file dsdata.txt to determine how the superseded data were derived. EB1625 EB1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5038045452(NAD 83) EB1625_MARKER: DE = TRAVERSE STATION DISK EB1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1625_SP_SET: CONCRETE POST EB1625_STAMPING: EVANS 1977 EB1625_MARK LOGO: NCGS EB1625_PROJECTION: RECESSED 5 CENTIMETERS EB1625_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1625+STABILITY: SURFACE MOTION EB1625 EB1625 HISTORY - Date Condition Report By EB1625 HISTORY - 1977 MONUMENTED NCGS EB1625 HISTORY - 1978 GOOD NCGS EB1625 HISTORY - 19970426 MARK NOT FOUND USPSQD EB1625 HISTORY - 19991115 MARK NOT FOUND NCGS EB1625 EB1625 STATION DESCRIPTION EB1625 EB1625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1625'THE STATION IS LOCATED NEAR WEST EDGE OF MAXTON ON SOUTH SIDE OF EB1625'CENTRAL STREET-SR 1300- WHICH PARALLELS SCL RAILROAD, 0.2 MILE EAST OF EB1625'THE ROBESON-SCOTLAND COUNTY LINE OPPOSITE A GRADE CROSSING AND ON THE EB1625'GROUNDS OF EVANS GROVE HOLINESS CHURCH. EB1625' EB1625'STATION MARK IS A STANDARD DISK STAMPED---EVANS 1977---SET IN THE EB1625'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB1625'SURFACE. THE MARK IS 24.9 FEET SOUTHWEST OF CENTERLINE OF SR 1300, EB1625'47.8 FEET EAST OF NORTHEAST CORNER OF A BLOCK BUILDING, 69.5 FEET EB1625'NORTH-NORTHWEST OF NORTH CORNER OF BACK STEPS TO CHURCH, 62.6 FEET EB1625'WEST-NORTHWEST OF A 30 INCH PECAN WITH REFERENCE TAG, 13.1 FEET EB1625'NORTHWEST OF A 30 INCH TWIN OAK WITH REFERENCE TAG, 16.8 FEET EB1625'EAST-NORTHEAST OF A 20 INCH PECAN WITH REFERENCE TAG AND 61.5 FEET EB1625'SOUTHEAST OF A POWER POLE WITH REFERENCE TAG. EB1625 EB1625 STATION RECOVERY (1978) EB1625 EB1625'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1625'IN MAXTON. EB1625'ACROSS CENTRAL STREET FROM A GRADE CROSSING OF SEABOARD COAST LINE EB1625'RAILROAD, ON THE GROUNDS OF EVANS GROVE HOLINESS CHURCH, 0.2 EB1625'MILE EAST OF THE ROBESON-SCOTLAND COUNTY LINE AND 0.4 MILE WEST EB1625'OF FLORENCE STREET, 24.9 FEET SOUTHWEST OF CENTRAL STREET, 13.1 EB1625'FEET NORTHWEST OF 30 INCH TWIN OAK WITH REFERENCE TAG, 16.8 FEET EB1625'EAST OF 20 INCH PECAN WITH REFERENCE TAG, 47.8 FEET EAST OF EB1625'NORTHEAST CORNER OF BLOCK BUILDING, 61.5 FEET SOUTHEAST OF POWER EB1625'POLE WITH REFERENCE TAG, 62.6 FEET WEST OF 30 INCH PECAN WITH EB1625'REFERENCE TAG AND 69.5 FEET NORTH OF NORTH CORNER OF CHURCH AT EB1625'BACK STEPS WITH REFERENCE TAG. EB1625 EB1625 STATION RECOVERY (1997) EB1625 EB1625'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1625'MARK NOT FOUND. EB1625 EB1625 STATION RECOVERY (1999) EB1625 EB1625'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB1625'STATION NOT FOUND, BELIEVED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3841 *********************************************************************** EB3841 DESIGNATION - EXTRA EB3841 PID - EB3841 EB3841 STATE/COUNTY- NC/ROBESON EB3841 USGS QUAD - ROWLAND (1982) EB3841 EB3841 *CURRENT SURVEY CONTROL EB3841 ___________________________________________________________________ EB3841* NAD 83(1986)- 34 30 41.38574(N) 079 16 06.74255(W) ADJUSTED EB3841* NAVD 88 - 44.2 (meters) 145. (feet) VERTCON EB3841 ___________________________________________________________________ EB3841 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EB3841 GEOID HEIGHT- -33.12 (meters) GEOID03 EB3841 EB3841 HORZ ORDER - SECOND EB3841 EB3841.The North Carolina HARNS have been completed but, EB3841.due to contractual restrictions, coordinates for these stations EB3841.will NOT be published in the near future. In the interim, the EB3841.published coordinates in North Carolina will not be EB3841.consistent with the Continuously Operating Reference Stations EB3841.(CORS). The HARN coordinates for these stations are available EB3841.upon request. Contact Gary Thompson(919-733-3836). EB3841. EB3841.In addition, the published North Carolina positions EB3841.(NAD 83 (1986)) are NOT consistent with those determined in EB3841.adjacent state readjustments. The discontinuity between stations EB3841.located in North Carolina and those in adjacent states EB3841.which have been adjusted to the HARN may be as much as 5 EB3841.decimeters. This will result in a significant loss of accuracy EB3841.over lines crossing such state borders. EB3841 EB3841 EB3841.The horizontal coordinates were established by classical geodetic methods EB3841.and adjusted by the National Geodetic Survey in April 1991. EB3841 EB3841.The NAVD 88 height was computed by applying the VERTCON shift value to EB3841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3841 EB3841.The Laplace correction was computed from DEFLEC99 derived deflections. EB3841 EB3841.The geoid height was determined by GEOID03. EB3841 EB3841; North East Units Scale Factor Converg. EB3841;SPC NC - 84,507.984 584,943.064 MT 0.99995542 -0 09 18.0 EB3841;SPC NC - 277,256.61 1,919,100.70 sFT 0.99995542 -0 09 18.0 EB3841;SPC SC - 298,336.919 768,572.365 MT 0.99990152 +0 57 35.7 EB3841;SPC SC - 978,795.67 2,521,562.88 iFT 0.99990152 +0 57 35.7 EB3841;UTM 17 - 3,820,232.918 658,940.595 MT 0.99991138 +0 58 52.3 EB3841 EB3841! - Elev Factor x Scale Factor = Combined Factor EB3841!SPC NC - 0.99999826 x 0.99995542 = 0.99995368 EB3841!SPC SC - 0.99999826 x 0.99990152 = 0.99989978 EB3841!UTM 17 - 0.99999826 x 0.99991138 = 0.99990964 EB3841 EB3841 SUPERSEDED SURVEY CONTROL EB3841 EB3841 NGVD 29 (04/22/91) 44.5 (m) 146. (f) VERT ANG EB3841 EB3841.Superseded values are not recommended for survey control. EB3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3841.See file dsdata.txt to determine how the superseded data were derived. EB3841 EB3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5894120233(NAD 83) EB3841_MARKER: DE = TRAVERSE STATION DISK EB3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3841_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3841_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3841+STABILITY: SURFACE MOTION EB3841 EB3841 HISTORY - Date Condition Report By EB3841 HISTORY - 1977 MONUMENTED NCGS EB3841 EB3841 STATION DESCRIPTION EB3841 EB3841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3841'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF ROWLAND EB3841'AND 1.0 MILES NORTH OF ECHO. EB3841' EB3841'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 SOUTHEAST OF ROWLAND EB3841'PROCEED SOUTHEAST ALONG NC 130 FOR 0.95 MILE TO STATION IN RIGHT EB3841'SHOULDER APPROXIMATELY 250 FEET NORTHWEST ACROSS HIGHWAY FROM A TENANT EB3841'HOUSE, 0.3 MILE NORTHWEST OF INTERSECTION WITH SR 2464 LEADING EB3841'NORTHEAST AND AT A FIELD ROAD ENTRANCE. EB3841' EB3841'STATION MARK IS A STANDARD DISK STAMPED---EXTRA 1977---SET IN TOP OF EB3841'CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS 14.9 EB3841'FEET SOUTHWEST OF CENTERLINE OF NC 130, 61.0 FEET SOUTHEAST OF CULVERT EB3841'UNDER FIELD ROAD, 141.9 FEET NORTHWEST OF POWER POLE WITH TRANSFORMER EB3841'AND REFERENCE TAG AND 141.3 FEET SOUTH OF 20 INCH CEDAR WITH REFERENCE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2644 *********************************************************************** EB2644 DESIGNATION - FAIRMONT MUNICIPAL TANK EB2644 PID - EB2644 EB2644 STATE/COUNTY- NC/ROBESON EB2644 USGS QUAD - FAIRMONT (1962) EB2644 EB2644 *CURRENT SURVEY CONTROL EB2644 ___________________________________________________________________ EB2644* NAD 83(1986)- 34 29 49.75725(N) 079 06 37.81174(W) ADJUSTED EB2644* NAVD 88 - EB2644 ___________________________________________________________________ EB2644 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EB2644 GEOID HEIGHT- -33.61 (meters) GEOID03 EB2644 EB2644 HORZ ORDER - THIRD EB2644 EB2644.The North Carolina HARNS have been completed but, EB2644.due to contractual restrictions, coordinates for these stations EB2644.will NOT be published in the near future. In the interim, the EB2644.published coordinates in North Carolina will not be EB2644.consistent with the Continuously Operating Reference Stations EB2644.(CORS). The HARN coordinates for these stations are available EB2644.upon request. Contact Gary Thompson(919-733-3836). EB2644. EB2644.In addition, the published North Carolina positions EB2644.(NAD 83 (1986)) are NOT consistent with those determined in EB2644.adjacent state readjustments. The discontinuity between stations EB2644.located in North Carolina and those in adjacent states EB2644.which have been adjusted to the HARN may be as much as 5 EB2644.decimeters. This will result in a significant loss of accuracy EB2644.over lines crossing such state borders. EB2644 EB2644 EB2644.The horizontal coordinates were established by classical geodetic methods EB2644.and adjusted by the National Geodetic Survey in July 1986. EB2644 EB2644 EB2644.The Laplace correction was computed from DEFLEC99 derived deflections. EB2644 EB2644.The geoid height was determined by GEOID03. EB2644 EB2644; North East Units Scale Factor Converg. EB2644;SPC NC - 82,889.452 599,452.679 MT 0.99995866 -0 03 49.6 EB2644;SPC NC - 271,946.48 1,966,704.33 sFT 0.99995866 -0 03 49.6 EB2644;SPC SC - 297,000.637 783,109.851 MT 0.99989787 +1 02 51.1 EB2644;SPC SC - 974,411.54 2,569,258.04 iFT 0.99989787 +1 02 51.1 EB2644;UTM 17 - 3,818,902.185 673,479.192 MT 0.99997096 +1 04 13.5 EB2644 EB2644 SUPERSEDED SURVEY CONTROL EB2644 EB2644 NAD 27 - 34 29 49.17000(N) 079 06 38.68000(W) AD( ) 3 EB2644 EB2644.Superseded values are not recommended for survey control. EB2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2644.See file dsdata.txt to determine how the superseded data were derived. EB2644 EB2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7347918902(NAD 83) EB2644_MARKER: 53 = ELEVATED TANK EB2644 EB2644 HISTORY - Date Condition Report By EB2644 HISTORY - 1933 FIRST OBSERVED CGS EB2644 HISTORY - 1957 GOOD CGS EB2644 EB2644 STATION DESCRIPTION EB2644 EB2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CTH) EB2644'THE STATION WAS RECOVERED IN GOOD CONDITION IN THE SE SECTION OF THE EB2644'TOWN. IT IS AN ELEVATED STEEL WATER TANK ADJACENT TO THE SIDING OF EB2644'THE SEABOARD AIRLINE RAILROAD AND THE CITY WATERWORKS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3843 *********************************************************************** EB3843 DESIGNATION - FARM EB3843 PID - EB3843 EB3843 STATE/COUNTY- NC/ROBESON EB3843 USGS QUAD - ROWLAND (1982) EB3843 EB3843 *CURRENT SURVEY CONTROL EB3843 ___________________________________________________________________ EB3843* NAD 83(1986)- 34 33 05.33523(N) 079 18 12.01334(W) ADJUSTED EB3843* NAVD 88 - 45.6 (meters) 150. (feet) VERTCON EB3843 ___________________________________________________________________ EB3843 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EB3843 GEOID HEIGHT- -32.98 (meters) GEOID03 EB3843 EB3843 HORZ ORDER - SECOND EB3843 EB3843.The North Carolina HARNS have been completed but, EB3843.due to contractual restrictions, coordinates for these stations EB3843.will NOT be published in the near future. In the interim, the EB3843.published coordinates in North Carolina will not be EB3843.consistent with the Continuously Operating Reference Stations EB3843.(CORS). The HARN coordinates for these stations are available EB3843.upon request. Contact Gary Thompson(919-733-3836). EB3843. EB3843.In addition, the published North Carolina positions EB3843.(NAD 83 (1986)) are NOT consistent with those determined in EB3843.adjacent state readjustments. The discontinuity between stations EB3843.located in North Carolina and those in adjacent states EB3843.which have been adjusted to the HARN may be as much as 5 EB3843.decimeters. This will result in a significant loss of accuracy EB3843.over lines crossing such state borders. EB3843 EB3843 EB3843.The horizontal coordinates were established by classical geodetic methods EB3843.and adjusted by the National Geodetic Survey in April 1991. EB3843 EB3843.The NAVD 88 height was computed by applying the VERTCON shift value to EB3843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3843 EB3843.The Laplace correction was computed from DEFLEC99 derived deflections. EB3843 EB3843.The geoid height was determined by GEOID03. EB3843 EB3843; North East Units Scale Factor Converg. EB3843;SPC NC - 88,952.674 581,761.415 MT 0.99994673 -0 10 30.3 EB3843;SPC NC - 291,838.90 1,908,662.24 sFT 0.99994673 -0 10 30.3 EB3843;SPC SC - 302,718.643 765,304.950 MT 0.99991203 +0 56 26.3 EB3843;SPC SC - 993,171.40 2,510,843.01 iFT 0.99991203 +0 56 26.3 EB3843;UTM 17 - 3,824,613.405 655,671.537 MT 0.99989870 +0 57 44.8 EB3843 EB3843! - Elev Factor x Scale Factor = Combined Factor EB3843!SPC NC - 0.99999803 x 0.99994673 = 0.99994476 EB3843!SPC SC - 0.99999803 x 0.99991203 = 0.99991006 EB3843!UTM 17 - 0.99999803 x 0.99989870 = 0.99989673 EB3843 EB3843 SUPERSEDED SURVEY CONTROL EB3843 EB3843 NGVD 29 (04/22/91) 45.9 (m) 151. (f) VERT ANG EB3843 EB3843.Superseded values are not recommended for survey control. EB3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3843.See file dsdata.txt to determine how the superseded data were derived. EB3843 EB3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5567224613(NAD 83) EB3843_MARKER: DE = TRAVERSE STATION DISK EB3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3843_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3843_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3843+STABILITY: SURFACE MOTION EB3843 EB3843 HISTORY - Date Condition Report By EB3843 HISTORY - 1977 MONUMENTED NCGS EB3843 EB3843 STATION DESCRIPTION EB3843 EB3843'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3843'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF ROWLAND EB3843'AND 5.5 MILES SOUTHWEST OF ELROD. EB3843' EB3843'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 301 WITH OVERPASS EB3843'OF NC 710 NORTHWEST OF ROWLAND, PROCEED NORTHWEAST ALONG NC 710 FOR EB3843'0.25 MILE TO STATION IN RIGHT SHOULDER APPROXIMATELY 175 FEET EB3843'SOUTHWEST OF THE SOUTHEAST END OF A HEDGEROW FENCE AND 0.1 NORTHEAST EB3843'OF INTERSECTION WITH SR 1193. EB3843' EB3843'STATION MARK IS A STANDARD DISK STAMPED---FARM 1977---SET IN THE TOP EB3843'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3843'THE MARK IS 16.7 FEET SOUTHEAST OF CENTERLINE OF NC 710, 34.7 FEET EB3843'NORTHWEST OF POWER POLE 1288 WITH REFERENCE TAG, 98.9 FEET NORTHEAST EB3843'OF NO PASS SIGN POST WITH REFERENCE TAG, 301.3 FEET NORTHEAST OF EB3843'TELEPHONE POLE PEDESTAL AND 188.0 FEET EAST OF A POWER POLE WITH EB3843'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3844 *********************************************************************** EB3844 DESIGNATION - FEDERAL PAPER BOARD EB3844 PID - EB3844 EB3844 STATE/COUNTY- NC/ROBESON EB3844 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3844 EB3844 *CURRENT SURVEY CONTROL EB3844 ___________________________________________________________________ EB3844* NAD 83(1986)- 34 41 25.66962(N) 079 03 34.68367(W) ADJUSTED EB3844* NAVD 88 - 47.085 (meters) 154.48 (feet) ADJUSTED EB3844 ___________________________________________________________________ EB3844 LAPLACE CORR- -5.68 (seconds) DEFLEC99 EB3844 GEOID HEIGHT- -33.64 (meters) GEOID03 EB3844 DYNAMIC HT - 47.039 (meters) 154.33 (feet) COMP EB3844 MODELED GRAV- 979,677.1 (mgal) NAVD 88 EB3844 EB3844 HORZ ORDER - SECOND EB3844 VERT ORDER - SECOND CLASS II EB3844 EB3844.The North Carolina HARNS have been completed but, EB3844.due to contractual restrictions, coordinates for these stations EB3844.will NOT be published in the near future. In the interim, the EB3844.published coordinates in North Carolina will not be EB3844.consistent with the Continuously Operating Reference Stations EB3844.(CORS). The HARN coordinates for these stations are available EB3844.upon request. Contact Gary Thompson(919-733-3836). EB3844. EB3844.In addition, the published North Carolina positions EB3844.(NAD 83 (1986)) are NOT consistent with those determined in EB3844.adjacent state readjustments. The discontinuity between stations EB3844.located in North Carolina and those in adjacent states EB3844.which have been adjusted to the HARN may be as much as 5 EB3844.decimeters. This will result in a significant loss of accuracy EB3844.over lines crossing such state borders. EB3844 EB3844 EB3844.The horizontal coordinates were established by classical geodetic methods EB3844.and adjusted by the National Geodetic Survey in April 1991. EB3844 EB3844.The orthometric height was determined by differential leveling EB3844.and adjusted by the National Geodetic Survey in October 1999. EB3844 EB3844.The Laplace correction was computed from DEFLEC99 derived deflections. EB3844 EB3844.The geoid height was determined by GEOID03. EB3844 EB3844.The dynamic height is computed by dividing the NAVD 88 EB3844.geopotential number by the normal gravity value computed on the EB3844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3844.degrees latitude (g = 980.6199 gals.). EB3844 EB3844.The modeled gravity was interpolated from observed gravity values. EB3844 EB3844; North East Units Scale Factor Converg. EB3844;SPC NC - 104,328.503 604,137.324 MT 0.99992025 -0 02 03.9 EB3844;SPC NC - 342,284.43 1,982,073.87 sFT 0.99992025 -0 02 03.9 EB3844;UTM 17 - 3,840,430.839 677,737.825 MT 0.99998938 +1 06 16.7 EB3844 EB3844! - Elev Factor x Scale Factor = Combined Factor EB3844!SPC NC - 0.99999789 x 0.99992025 = 0.99991814 EB3844!UTM 17 - 0.99999789 x 0.99998938 = 0.99998727 EB3844 EB3844 SUPERSEDED SURVEY CONTROL EB3844 EB3844 NGVD 29 (04/22/91) 47.3 (m) 155. (f) VERT ANG EB3844 EB3844.Superseded values are not recommended for survey control. EB3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3844.See file dsdata.txt to determine how the superseded data were derived. EB3844 EB3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7773840431(NAD 83) EB3844_MARKER: DH = HORIZONTAL CONTROL DISK EB3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3844_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3844_STAMPING: FEDERAL PAPER BOARD 1977 EB3844_MARK LOGO: NCGS EB3844_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3844+STABILITY: SURFACE MOTION EB3844 EB3844 HISTORY - Date Condition Report By EB3844 HISTORY - 1977 MONUMENTED NCGS EB3844 HISTORY - 19881228 GOOD NCGS EB3844 EB3844 STATION DESCRIPTION EB3844 EB3844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3844'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES NORTHWEST OF LUMBERTON EB3844'AND 10.7 MILES SOUTHEAST OF RED SPRINGS. EB3844' EB3844'TO REACH STATION FROM THE NC 211 BRIDGE OVER I 95 IN LUMBERTON, EB3844'PROCEED NORTHWEST ALONG NC 211 FOR 4.0 MILES TO STATION ON LEFT ON EB3844'GROUNDS OF FEDERAL PAPER BOARD COMPANY, APPROXIMATELY 200 FEET EAST OF EB3844'THE OFFICE BUILDING APPROXIMATELY 300 FEET NORTHWEST OF INTERSECTION EB3844'WITH SR 1528 LEADING SOUTHWEST. EB3844' EB3844'STATION MARK IS STD DISK STAMPED---FEDERAL PAPER BOARD 1977---SET EB3844'IN THE TOP OF CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND EB3844'SURFACE. THE MARK IS 68.5 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 211, EB3844'49.4 FEET SOUTH-SOUTHWEST OF CENTERLINE OF SOUTH DRIVEWAY TO OFFICE, EB3844'108.2 FEET SOUTHEAST OF SOUTH GATE POST, 132.8 FEET SOUTH-SOUTHEAST OF EB3844'POWER POLE WITH LIGHT, 9.9 FEET SOUTHWEST OF BASE OF A 6 INCH DOGWOOD EB3844'WITH A REFERENCE TAG, 22.6 FEET EAST-NORTHEAST OF A 12 INCH PINE WITH EB3844'REFERENCE TAG AND 224.9 FEET NORTH-NORTHWEST OF POWER POLE WITH EB3844'REFERENCE TAG. EB3844 EB3844 STATION RECOVERY (1988) EB3844 EB3844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3844'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHWEST OF LUMBERTON AND EB3844'10.7 MI (17.2 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 FOR 4.0 MI EB3844'(6.4 KM) NORTHWEST FROM THE NC 211 BRIDGE OVER I 95 (IN LUMBERTON), ON EB3844'THE LEFT ON THE GROUNDS OF THE FEDERAL PAPER BOARD COMPANY, ABOUT 200 EB3844'FEET (61.0 M) EAST OF THE OFFICE BUILDING ABOUT 300 FEET (91.4 M) EB3844'NORTHWEST OF SR 1528 LEADING SOUTHWEST. MARK IS LEVEL WITH HIGHWAY AND EB3844'FLUSH WITH GROUND. LOCATED 68.5 FT (20.9 M) WEST-SOUTHWEST OF THE EB3844'CENTERLINE OF NC 211, 49.4 FT (15.1 M) SOUTH-SOUTHWEST OF CENTERLINE EB3844'OF SOUTH DRIVEWAY TO OFFICE, 108.2 FT (33.0 M) SOUTHEAST OF SOUTH GATE EB3844'POST--AND 132.8 FT (40.5 M) SOUTH-SOUTHEAST OF A POWER POLE WITH LIGHT EB3844'AND TRANSFORMER, 9.9 FT (3.0 M) SOUTHWEST OF THE BASE OF A 6-INCH EB3844'DOGWOOD, 22.6 FT (6.9 M) EAST-NORTHEAST OF A 12-INCH PINE, 224.9 FT EB3844'(68.5 M) NORTH-NORTHWEST OF A POWER POLE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3845 *********************************************************************** EB3845 DESIGNATION - FERRY EB3845 PID - EB3845 EB3845 STATE/COUNTY- NC/ROBESON EB3845 USGS QUAD - PEMBROKE (1982) EB3845 EB3845 *CURRENT SURVEY CONTROL EB3845 ___________________________________________________________________ EB3845* NAD 83(1986)- 34 40 49.59212(N) 079 14 07.85808(W) ADJUSTED EB3845* NAVD 88 - 50.6 (meters) 166. (feet) VERTCON EB3845 ___________________________________________________________________ EB3845 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EB3845 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3845 EB3845 HORZ ORDER - SECOND EB3845 EB3845.The North Carolina HARNS have been completed but, EB3845.due to contractual restrictions, coordinates for these stations EB3845.will NOT be published in the near future. In the interim, the EB3845.published coordinates in North Carolina will not be EB3845.consistent with the Continuously Operating Reference Stations EB3845.(CORS). The HARN coordinates for these stations are available EB3845.upon request. Contact Gary Thompson(919-733-3836). EB3845. EB3845.In addition, the published North Carolina positions EB3845.(NAD 83 (1986)) are NOT consistent with those determined in EB3845.adjacent state readjustments. The discontinuity between stations EB3845.located in North Carolina and those in adjacent states EB3845.which have been adjusted to the HARN may be as much as 5 EB3845.decimeters. This will result in a significant loss of accuracy EB3845.over lines crossing such state borders. EB3845 EB3845 EB3845.The horizontal coordinates were established by classical geodetic methods EB3845.and adjusted by the National Geodetic Survey in April 1991. EB3845 EB3845.The NAVD 88 height was computed by applying the VERTCON shift value to EB3845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3845 EB3845.The Laplace correction was computed from DEFLEC99 derived deflections. EB3845 EB3845.The geoid height was determined by GEOID03. EB3845 EB3845; North East Units Scale Factor Converg. EB3845;SPC NC - 103,240.814 588,019.838 MT 0.99992196 -0 08 09.4 EB3845;SPC NC - 338,715.90 1,929,195.09 sFT 0.99992196 -0 08 09.4 EB3845;UTM 17 - 3,839,022.767 661,644.610 MT 0.99992206 +1 00 15.1 EB3845 EB3845! - Elev Factor x Scale Factor = Combined Factor EB3845!SPC NC - 0.99999725 x 0.99992196 = 0.99991921 EB3845!UTM 17 - 0.99999725 x 0.99992206 = 0.99991931 EB3845 EB3845 SUPERSEDED SURVEY CONTROL EB3845 EB3845 NGVD 29 (04/22/91) 50.9 (m) 167. (f) VERT ANG EB3845 EB3845.Superseded values are not recommended for survey control. EB3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3845.See file dsdata.txt to determine how the superseded data were derived. EB3845 EB3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6164539023(NAD 83) EB3845_MARKER: DE = TRAVERSE STATION DISK EB3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3845_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3845_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3845+STABILITY: SURFACE MOTION EB3845 EB3845 HISTORY - Date Condition Report By EB3845 HISTORY - 1977 MONUMENTED NCGS EB3845 EB3845 STATION DESCRIPTION EB3845 EB3845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3845'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF REDBANKS EB3845'AND 2.4 MILES WEST OF PEMBROKE. EB3845' EB3845'TO REACH STATION FROM US 74 AND NC 710 CROSSROADS WEST OF PEMBROKE, EB3845'PROCEED NORTH ALONG NC 710 FOR 0.6 MILE TO STATION ON LEFT AT THE EB3845'NORTH CORNER OF BRIDGE OVER LUMBER RIVER. EB3845' EB3845'STATION MARK IS A STANDARD DISK STAMPED---FERRY 1977---SET IN THE EB3845'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3845'SURFACE. THE MARK IS 18.7 FEET NORTHWEST OF CENTERLINE OF NC 710, EB3845'4.4 FEET NORTH OF NORTHEAST END OF BRIDGE RAIL, 3.0 FEET SOUTHWEST OF EB3845'EAST END OF BRIDGE WHEEL GUARD ENTENSION, 2.1 FEET NORTH OF FIRST EB3845'GUARD RAIL POST, 15.6 FEET SOUTHWEST OF REFLECTOR POST WITH REFERENCE EB3845'TAG AND 35.9 FEET WEST OF REFLECTOR POST AND WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3846 *********************************************************************** EB3846 DESIGNATION - FISH EB3846 PID - EB3846 EB3846 STATE/COUNTY- NC/ROBESON EB3846 USGS QUAD - FAIR BLUFF (1982) EB3846 EB3846 *CURRENT SURVEY CONTROL EB3846 ___________________________________________________________________ EB3846* NAD 83(1986)- 34 20 35.62327(N) 079 04 00.23045(W) ADJUSTED EB3846* NAVD 88 - 21.1 (meters) 69. (feet) VERTCON EB3846 ___________________________________________________________________ EB3846 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3846 GEOID HEIGHT- -33.73 (meters) GEOID03 EB3846 EB3846 HORZ ORDER - SECOND EB3846 EB3846.The North Carolina HARNS have been completed but, EB3846.due to contractual restrictions, coordinates for these stations EB3846.will NOT be published in the near future. In the interim, the EB3846.published coordinates in North Carolina will not be EB3846.consistent with the Continuously Operating Reference Stations EB3846.(CORS). The HARN coordinates for these stations are available EB3846.upon request. Contact Gary Thompson(919-733-3836). EB3846. EB3846.In addition, the published North Carolina positions EB3846.(NAD 83 (1986)) are NOT consistent with those determined in EB3846.adjacent state readjustments. The discontinuity between stations EB3846.located in North Carolina and those in adjacent states EB3846.which have been adjusted to the HARN may be as much as 5 EB3846.decimeters. This will result in a significant loss of accuracy EB3846.over lines crossing such state borders. EB3846 EB3846 EB3846.The horizontal coordinates were established by classical geodetic methods EB3846.and adjusted by the National Geodetic Survey in April 1991. EB3846 EB3846.The NAVD 88 height was computed by applying the VERTCON shift value to EB3846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3846 EB3846.The Laplace correction was computed from DEFLEC99 derived deflections. EB3846 EB3846.The geoid height was determined by GEOID03. EB3846 EB3846; North East Units Scale Factor Converg. EB3846;SPC NC - 65,811.231 603,461.243 MT 0.99999727 -0 02 18.7 EB3846;SPC NC - 215,915.68 1,979,855.76 sFT 0.99999727 -0 02 18.7 EB3846;SPC SC - 280,004.997 787,448.319 MT 0.99986267 +1 04 18.5 EB3846;SPC SC - 918,651.56 2,583,491.86 iFT 0.99986267 +1 04 18.5 EB3846;UTM 17 - 3,801,906.427 677,824.333 MT 0.99998979 +1 05 27.4 EB3846 EB3846! - Elev Factor x Scale Factor = Combined Factor EB3846!SPC NC - 1.00000198 x 0.99999727 = 0.99999925 EB3846!SPC SC - 1.00000198 x 0.99986267 = 0.99986465 EB3846!UTM 17 - 1.00000198 x 0.99998979 = 0.99999177 EB3846 EB3846 SUPERSEDED SURVEY CONTROL EB3846 EB3846 NGVD 29 (04/22/91) 21.4 (m) 70. (f) VERT ANG EB3846 EB3846.Superseded values are not recommended for survey control. EB3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3846.See file dsdata.txt to determine how the superseded data were derived. EB3846 EB3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7782401906(NAD 83) EB3846_MARKER: DE = TRAVERSE STATION DISK EB3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3846_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3846_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3846+STABILITY: SURFACE MOTION EB3846 EB3846 HISTORY - Date Condition Report By EB3846 HISTORY - 1977 MONUMENTED NCGS EB3846 EB3846 STATION DESCRIPTION EB3846 EB3846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3846'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES EAST-SOUTHEAST OF EB3846'MARIETTA AND 2.8 MILES NORTHWEST OF FAIR BLUFF. EB3846' EB3846'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB3846'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 2.7 MILE TO STATION IN RIGHT EB3846'SHOULDER BETWEEN THE HIGHWAY AND A WOODS ROAD APPROXIMATELY 400 FEET EB3846'SOUTHEAST OF A BRIDGE AND 0.45 MILE NORTHWEST OF SR 2256 LEADING EB3846'NORTHEAST. EB3846' EB3846'STATION MARK IS A STANDARD DISK STAMPED---FISH 1977---SET EB3846'IN THE TOP OF A CONCRETE CYLINDER, EB3846'WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3846'THE MARK IS 19.7 FEET NORTHEAST OF THE EB3846'CENTERLINE OF NC 904, 59.9 FEET EB3846'SOUTH-SOUTHEAST OF RIGHT-OF-WAY MARKER, EB3846'57.0 FEET SOUTH-SOUTHEAST OF AN EB3846'8 INCH PINE WITH REFERENCE TAG, EB3846'44.2 FEET SOUTH OF AN 8 INCH GUM EB3846'WITH REFERENCE TAG, 28.7 FEET SOUTHWEST OF A 12 INCH GUM WITH EB3846'REFERENCE TAG AND 41.3 FEET WEST OF A 6 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3848 *********************************************************************** EB3848 DESIGNATION - FLEA EB3848 PID - EB3848 EB3848 STATE/COUNTY- NC/ROBESON EB3848 USGS QUAD - FAIR BLUFF (1982) EB3848 EB3848 *CURRENT SURVEY CONTROL EB3848 ___________________________________________________________________ EB3848* NAD 83(1986)- 34 21 15.71479(N) 079 05 15.50982(W) ADJUSTED EB3848* NAVD 88 - 25.4 (meters) 83. (feet) VERTCON EB3848 ___________________________________________________________________ EB3848 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EB3848 GEOID HEIGHT- -33.66 (meters) GEOID03 EB3848 EB3848 HORZ ORDER - SECOND EB3848 EB3848.The North Carolina HARNS have been completed but, EB3848.due to contractual restrictions, coordinates for these stations EB3848.will NOT be published in the near future. In the interim, the EB3848.published coordinates in North Carolina will not be EB3848.consistent with the Continuously Operating Reference Stations EB3848.(CORS). The HARN coordinates for these stations are available EB3848.upon request. Contact Gary Thompson(919-733-3836). EB3848. EB3848.In addition, the published North Carolina positions EB3848.(NAD 83 (1986)) are NOT consistent with those determined in EB3848.adjacent state readjustments. The discontinuity between stations EB3848.located in North Carolina and those in adjacent states EB3848.which have been adjusted to the HARN may be as much as 5 EB3848.decimeters. This will result in a significant loss of accuracy EB3848.over lines crossing such state borders. EB3848 EB3848 EB3848.The horizontal coordinates were established by classical geodetic methods EB3848.and adjusted by the National Geodetic Survey in April 1991. EB3848 EB3848.The NAVD 88 height was computed by applying the VERTCON shift value to EB3848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3848 EB3848.The Laplace correction was computed from DEFLEC99 derived deflections. EB3848 EB3848.The geoid height was determined by GEOID03. EB3848 EB3848; North East Units Scale Factor Converg. EB3848;SPC NC - 67,048.083 601,538.292 MT 0.99999424 -0 03 02.1 EB3848;SPC NC - 219,973.59 1,973,546.88 sFT 0.99999424 -0 03 02.1 EB3848;SPC SC - 281,204.188 785,502.014 MT 0.99986498 +1 03 36.8 EB3848;SPC SC - 922,585.92 2,577,106.35 iFT 0.99986498 +1 03 36.8 EB3848;UTM 17 - 3,803,105.112 675,877.389 MT 0.99998130 +1 04 46.0 EB3848 EB3848! - Elev Factor x Scale Factor = Combined Factor EB3848!SPC NC - 1.00000129 x 0.99999424 = 0.99999553 EB3848!SPC SC - 1.00000129 x 0.99986498 = 0.99986627 EB3848!UTM 17 - 1.00000129 x 0.99998130 = 0.99998259 EB3848 EB3848 SUPERSEDED SURVEY CONTROL EB3848 EB3848 NGVD 29 (04/22/91) 25.7 (m) 84. (f) VERT ANG EB3848 EB3848.Superseded values are not recommended for survey control. EB3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3848.See file dsdata.txt to determine how the superseded data were derived. EB3848 EB3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7587703105(NAD 83) EB3848_MARKER: DE = TRAVERSE STATION DISK EB3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3848_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3848_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3848+STABILITY: SURFACE MOTION EB3848 EB3848 HISTORY - Date Condition Report By EB3848 HISTORY - 1977 MONUMENTED NCGS EB3848 EB3848 STATION DESCRIPTION EB3848 EB3848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3848'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES NORTHWEST OF FAIR BLUFF EB3848'AND 2.2 MILES EAST-SOUTHEAST OF MARIETTA. EB3848' EB3848'TO REACH STATION FROM SOUTHMOST JUNCTION OF NC 41 WITH NC 904 SOUTH OF EB3848'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 3.75 MILES TO STATION IN EB3848'RIGHT SHOULDER AT A CULVERT CROSSING UNDER HIGHWAY AND 0.1 MILE EB3848'NORTHWEST OF SR 2282 AND SR 2257 CROSSROAD. EB3848' EB3848'STATION MARK IS A STANDARD DISK STAMPED---FLEA 1977---SET IN THE TOP EB3848'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3848'THE MARK IS 16.8 FEET SOUTHWEST OF CENTERLINE OF 904, 49.9 FEET SOUTH EB3848'OF UNDERGROUND CABLE WARNING POST WITH REFERENCE TAG, 39.0 FEET SOUTH EB3848'OF NORTH END OF CULVERT AND 124.0 FEET NORTHWEST OF A METAL NC 904 EB3848'SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3850 *********************************************************************** EB3850 DESIGNATION - FLOW EB3850 PID - EB3850 EB3850 STATE/COUNTY- NC/ROBESON EB3850 USGS QUAD - MAXTON (1982) EB3850 EB3850 *CURRENT SURVEY CONTROL EB3850 ___________________________________________________________________ EB3850* NAD 83(1986)- 34 43 45.45010(N) 079 21 17.45966(W) ADJUSTED EB3850* NAVD 88 - 60.1 (meters) 197. (feet) VERTCON EB3850 ___________________________________________________________________ EB3850 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3850 GEOID HEIGHT- -32.66 (meters) GEOID03 EB3850 EB3850 HORZ ORDER - SECOND EB3850 EB3850.The North Carolina HARNS have been completed but, EB3850.due to contractual restrictions, coordinates for these stations EB3850.will NOT be published in the near future. In the interim, the EB3850.published coordinates in North Carolina will not be EB3850.consistent with the Continuously Operating Reference Stations EB3850.(CORS). The HARN coordinates for these stations are available EB3850.upon request. Contact Gary Thompson(919-733-3836). EB3850. EB3850.In addition, the published North Carolina positions EB3850.(NAD 83 (1986)) are NOT consistent with those determined in EB3850.adjacent state readjustments. The discontinuity between stations EB3850.located in North Carolina and those in adjacent states EB3850.which have been adjusted to the HARN may be as much as 5 EB3850.decimeters. This will result in a significant loss of accuracy EB3850.over lines crossing such state borders. EB3850 EB3850 EB3850.The horizontal coordinates were established by classical geodetic methods EB3850.and adjusted by the National Geodetic Survey in April 1991. EB3850 EB3850.The NAVD 88 height was computed by applying the VERTCON shift value to EB3850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3850 EB3850.The Laplace correction was computed from DEFLEC99 derived deflections. EB3850 EB3850.The geoid height was determined by GEOID03. EB3850 EB3850; North East Units Scale Factor Converg. EB3850;SPC NC - 108,691.971 577,104.167 MT 0.99991389 -0 12 17.3 EB3850;SPC NC - 356,600.24 1,893,382.59 sFT 0.99991389 -0 12 17.3 EB3850;UTM 17 - 3,844,255.353 650,622.727 MT 0.99987963 +0 56 14.7 EB3850 EB3850! - Elev Factor x Scale Factor = Combined Factor EB3850!SPC NC - 0.99999569 x 0.99991389 = 0.99990958 EB3850!UTM 17 - 0.99999569 x 0.99987963 = 0.99987532 EB3850 EB3850 SUPERSEDED SURVEY CONTROL EB3850 EB3850 NGVD 29 (04/22/91) 60.4 (m) 198. (f) VERT ANG EB3850 EB3850.Superseded values are not recommended for survey control. EB3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3850.See file dsdata.txt to determine how the superseded data were derived. EB3850 EB3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5062344255(NAD 83) EB3850_MARKER: DE = TRAVERSE STATION DISK EB3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3850_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3850_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3850+STABILITY: SURFACE MOTION EB3850 EB3850 HISTORY - Date Condition Report By EB3850 HISTORY - 1977 MONUMENTED NCGS EB3850 EB3850 STATION DESCRIPTION EB3850 EB3850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3850'THE STATION IS LOCATED IN MAXTON. EB3850' EB3850'TO REACH STATION FROM INTERSECTION OF US 74 AND NC 130 PATTERSON EB3850'STREET, PROCEED SOUTHERLY ALONG NC 130 FOR 0.5 MILE TO STREET ON RIGHT EB3850'THENCE WEST ALONG THIS STREET FOR 0.15 MILE TO FLORENCE STREET ON EB3850'RIGHT AND STATION ON LEFT ON THE PROLONGATION OF THE CENTERLINE OF EB3850'FLORENCE STREET. EB3850' EB3850'STATION MARK IS A STANDARD DISK STAMPED---FLOW 1977---SET IN THE TOP EB3850'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3850'THE MARK IS 41.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF INTERSECTION, EB3850'38.7 FEET WEST OF CONCRETE PROPERTY POST, 33.9 FEET NORTH OF POWER EB3850'POLE 4091 WITH REFERENCE TAG, 63.4 FEET SOUTHWEST OF POWER POLE 4090 EB3850'WITH LIGHT AND REFERENCE TAG, 107.4 FEET WEST OF SOUTHWEST CORNER OF EB3850'BLOCK RESIDENT, 123.7 FEET SOUTHWEST OF NORTHWEST CORNER OF BLOCK EB3850'RESIDENT AND 28 FEET SOUTHEAST OF 1 INCH IRON PIPE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2646 *********************************************************************** EB2646 DESIGNATION - FLOYD EB2646 PID - EB2646 EB2646 STATE/COUNTY- NC/ROBESON EB2646 USGS QUAD - FAIRMONT (1962) EB2646 EB2646 *CURRENT SURVEY CONTROL EB2646 ___________________________________________________________________ EB2646* NAD 83(1986)- 34 28 51.14826(N) 079 05 12.71287(W) ADJUSTED EB2646* NAVD 88 - 30.898 (meters) 101.37 (feet) ADJUSTED EB2646 ___________________________________________________________________ EB2646 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EB2646 GEOID HEIGHT- -33.68 (meters) GEOID03 EB2646 DYNAMIC HT - 30.868 (meters) 101.27 (feet) COMP EB2646 MODELED GRAV- 979,668.0 (mgal) NAVD 88 EB2646 EB2646 HORZ ORDER - SECOND EB2646 VERT ORDER - SECOND CLASS II EB2646 EB2646.The North Carolina HARNS have been completed but, EB2646.due to contractual restrictions, coordinates for these stations EB2646.will NOT be published in the near future. In the interim, the EB2646.published coordinates in North Carolina will not be EB2646.consistent with the Continuously Operating Reference Stations EB2646.(CORS). The HARN coordinates for these stations are available EB2646.upon request. Contact Gary Thompson(919-733-3836). EB2646. EB2646.In addition, the published North Carolina positions EB2646.(NAD 83 (1986)) are NOT consistent with those determined in EB2646.adjacent state readjustments. The discontinuity between stations EB2646.located in North Carolina and those in adjacent states EB2646.which have been adjusted to the HARN may be as much as 5 EB2646.decimeters. This will result in a significant loss of accuracy EB2646.over lines crossing such state borders. EB2646 EB2646 EB2646.The horizontal coordinates were established by classical geodetic methods EB2646.and adjusted by the National Geodetic Survey in July 1986. EB2646 EB2646.The orthometric height was determined by differential leveling EB2646.and adjusted by the National Geodetic Survey in October 1999. EB2646 EB2646.The Laplace correction was computed from DEFLEC99 derived deflections. EB2646 EB2646.The geoid height was determined by GEOID03. EB2646 EB2646.The dynamic height is computed by dividing the NAVD 88 EB2646.geopotential number by the normal gravity value computed on the EB2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2646.degrees latitude (g = 980.6199 gals.). EB2646 EB2646.The modeled gravity was interpolated from observed gravity values. EB2646 EB2646; North East Units Scale Factor Converg. EB2646;SPC NC - 81,081.375 601,622.048 MT 0.99996240 -0 03 00.5 EB2646;SPC NC - 266,014.48 1,973,821.67 sFT 0.99996240 -0 03 00.5 EB2646;SPC SC - 295,235.078 785,313.728 MT 0.99989381 +1 03 38.3 EB2646;SPC SC - 968,619.02 2,576,488.61 iFT 0.99989381 +1 03 38.3 EB2646;UTM 17 - 3,817,137.363 675,683.948 MT 0.99998045 +1 05 00.1 EB2646 EB2646! - Elev Factor x Scale Factor = Combined Factor EB2646!SPC NC - 1.00000044 x 0.99996240 = 0.99996284 EB2646!SPC SC - 1.00000044 x 0.99989381 = 0.99989425 EB2646!UTM 17 - 1.00000044 x 0.99998045 = 0.99998089 EB2646 EB2646: Primary Azimuth Mark Grid Az EB2646:SPC NC - SWAMP 124 37 00.6 EB2646:SPC SC - SWAMP 123 30 21.8 EB2646:UTM 17 - SWAMP 123 29 00.0 EB2646 EB2646|---------------------------------------------------------------------| EB2646| PID Reference Object Distance Geod. Az | EB2646| dddmmss.s | EB2646| EB2661 SWAMP APPROX. 0.6 KM 1243400.1 | EB2646|---------------------------------------------------------------------| EB2646 EB2646 SUPERSEDED SURVEY CONTROL EB2646 EB2646 NAD 27 - 34 28 50.55844(N) 079 05 13.58801(W) AD( ) 2 EB2646 NGVD 29 (07/19/86) 31.21 (m) 102.4 (f) LEVELING 3 EB2646 EB2646.Superseded values are not recommended for survey control. EB2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2646.See file dsdata.txt to determine how the superseded data were derived. EB2646 EB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7568417137(NAD 83) EB2646_MARKER: DE = TRAVERSE STATION DISK EB2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2646_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2646_STAMPING: FLOYD 1966 EB2646_MARK LOGO: NCGS EB2646_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2646+STABILITY: SURFACE MOTION EB2646 EB2646 HISTORY - Date Condition Report By EB2646 HISTORY - 1966 MONUMENTED NCGS EB2646 HISTORY - 19890515 GOOD NCGS EB2646 EB2646 STATION DESCRIPTION EB2646 EB2646'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2646'FLOYD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2646'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2646' EB2646'FLOYD IS 1.9 MILES SOUTHEAST OF INTERSECTION OF NC 130 AND NC EB2646'41 IN FAIRMONT AND 3.0 MILES WEST OF PROCTORVILLE. TO REACH EB2646'STATION PROCEED FROM INTERSECTION OF NC 41 AND NC 130 IN EB2646'FAIRMONT EAST ALONG NC 130 FOR 2.05 MILES TO STATION ON EB2646'RIGHT. 0.6 MILES EAST OF NC 130 BYPASS INTERSECTION WITH NC 130. EB2646' EB2646'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2646'FLOYD 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2646'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2646' EB2646'MARK IS EB2646' EB2646'7.1 FT E OF PP 30 WITH ALUMINUM REF. TAG EB2646' EB2646'71.7 FT E OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG EB2646' EB2646'66.3 FT WSW OF TP WITH ALUMINUM REF. TAG EB2646' EB2646'10.4 FT S OF 6 INCH POST SUPPORTING MAIL BOX OF E.P. FLOYD EB2646'WITH ALUMINUM REF. TAG EB2646' EB2646'32.0 FT SW OF C/L OF NC 130 EB2646' EB2646'21.5 FT S OF C/L OF DRIVEWAY TO WHITE FRAME HOUSE EB2646' EB2646'107.6 FT E OF SE CORNER OF WHITE FRAME HOUSE EB2646 EB2646 STATION RECOVERY (1989) EB2646 EB2646'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB2646'STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) EAST-SOUTHEAST OF FAIRMONT. EB2646'ALONG NC 130 FOR 2.05 MI (3.30 KM) EAST FROM NC 41 (IN FAIRMONT), ON EB2646'THE RIGHT, OR 0.3 MI (0.5 KM) NORTHWEST OF THE BRIDGE OVER HOG SWAMP. EB2646'MARK IS 1 1/2 FOOT LOWER THAN THE ROAD AND RECESSED 2 INCHES BELOW EB2646'GROUND. LOCATED 9.75 M (31.99 FT) SOUTHWEST OF THE CENTERLINE OF NC EB2646'130, 7.20 M (23.62 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO A EB2646'WHITE FRAME HOUSE, 32.8 M (107.6 FT) EAST OF THE SOUTHEAST CORNER OF EB2646'THE HOUSE, 2.85 M (9.35 FT) SOUTH OF 6-INCH POST SUPPORTING MAIL BOX EB2646'OF E.P. FLOYD, 2.10 M (6.89 FT) NORTHWEST OF A PROPERTY IRON PIPE, EB2646'33.45 M (109.74 FT) SOUTHEAST OF A FIRE HYDRANT--AND 21.85 M (71.69 EB2646'FT) EAST OF 24-INCH PECAN TREE, 1.50 M (4.92 FT) NORTHEAST OF POWER EB2646'POLE (EH79)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3851 *********************************************************************** EB3851 DESIGNATION - FLY EB3851 PID - EB3851 EB3851 STATE/COUNTY- NC/ROBESON EB3851 USGS QUAD - FAIR BLUFF (1982) EB3851 EB3851 *CURRENT SURVEY CONTROL EB3851 ___________________________________________________________________ EB3851* NAD 83(1986)- 34 21 08.32510(N) 079 05 00.64487(W) ADJUSTED EB3851* NAVD 88 - 26.2 (meters) 86. (feet) VERTCON EB3851 ___________________________________________________________________ EB3851 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EB3851 GEOID HEIGHT- -33.67 (meters) GEOID03 EB3851 EB3851 HORZ ORDER - SECOND EB3851 EB3851.The North Carolina HARNS have been completed but, EB3851.due to contractual restrictions, coordinates for these stations EB3851.will NOT be published in the near future. In the interim, the EB3851.published coordinates in North Carolina will not be EB3851.consistent with the Continuously Operating Reference Stations EB3851.(CORS). The HARN coordinates for these stations are available EB3851.upon request. Contact Gary Thompson(919-733-3836). EB3851. EB3851.In addition, the published North Carolina positions EB3851.(NAD 83 (1986)) are NOT consistent with those determined in EB3851.adjacent state readjustments. The discontinuity between stations EB3851.located in North Carolina and those in adjacent states EB3851.which have been adjusted to the HARN may be as much as 5 EB3851.decimeters. This will result in a significant loss of accuracy EB3851.over lines crossing such state borders. EB3851 EB3851 EB3851.The horizontal coordinates were established by classical geodetic methods EB3851.and adjusted by the National Geodetic Survey in April 1991. EB3851 EB3851.The NAVD 88 height was computed by applying the VERTCON shift value to EB3851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3851 EB3851.The Laplace correction was computed from DEFLEC99 derived deflections. EB3851 EB3851.The geoid height was determined by GEOID03. EB3851 EB3851; North East Units Scale Factor Converg. EB3851;SPC NC - 66,820.054 601,917.978 MT 0.99999480 -0 02 53.5 EB3851;SPC NC - 219,225.46 1,974,792.57 sFT 0.99999480 -0 02 53.5 EB3851;SPC SC - 280,983.591 785,885.998 MT 0.99986455 +1 03 45.0 EB3851;SPC SC - 921,862.18 2,578,366.14 iFT 0.99986455 +1 03 45.0 EB3851;UTM 17 - 3,802,884.618 676,261.493 MT 0.99998297 +1 04 54.2 EB3851 EB3851! - Elev Factor x Scale Factor = Combined Factor EB3851!SPC NC - 1.00000117 x 0.99999480 = 0.99999597 EB3851!SPC SC - 1.00000117 x 0.99986455 = 0.99986572 EB3851!UTM 17 - 1.00000117 x 0.99998297 = 0.99998414 EB3851 EB3851 SUPERSEDED SURVEY CONTROL EB3851 EB3851 NGVD 29 (04/22/91) 26.5 (m) 87. (f) VERT ANG EB3851 EB3851.Superseded values are not recommended for survey control. EB3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3851.See file dsdata.txt to determine how the superseded data were derived. EB3851 EB3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7626102885(NAD 83) EB3851_MARKER: DE = TRAVERSE STATION DISK EB3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3851_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3851_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3851+STABILITY: SURFACE MOTION EB3851 EB3851 HISTORY - Date Condition Report By EB3851 HISTORY - 1977 MONUMENTED NCGS EB3851 EB3851 STATION DESCRIPTION EB3851 EB3851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3851'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES EAST-SOUTHEAST OF EB3851'MARIETTA AND 3.9 MILES NORTHWEST OF FAIR BLUFF. EB3851' EB3851'TO REACH STATION FROM THE NC 904 BRIDGE OVER THE LUMBER RIVER AT FAIR EB3851'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 3.85 MILES TO STATION IN EB3851'RIGHT SHOULDER BESIDE AN 8 FOOT CLAYBANK AND 0.2 MILE SOUTHEAST OF EB3851'INTERSECTION WITH SR 2282 WEST AND SR 2257 NORTHEAST. EB3851' EB3851'STATION MARK IS A STANDARD DISK STAMPED---FLY 1977---SET IN THE TOP EB3851'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB3851'THE MARK IS 18.5 FEET NORTHEAST OF CENTERLINE OF NC 904, 24.0 FEET EB3851'SOUTH OF AN 8 INCH GUM WITH REFERENCE TAG, 19.0 FEET SOUTHWEST OF A EB3851'10 INCH PINE WITH REFERENCE TAG, 23.7 FEET WEST-NORTHWEST OF AN 8 INCH EB3851'PINE AND 68.2 FEET NORTHWEST OF RIGHT-OF-WAY MARKER AT PASTURE CORNER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3852 *********************************************************************** EB3852 DESIGNATION - FORD EB3852 PID - EB3852 EB3852 STATE/COUNTY- NC/ROBESON EB3852 USGS QUAD - ROWLAND (1982) EB3852 EB3852 *CURRENT SURVEY CONTROL EB3852 ___________________________________________________________________ EB3852* NAD 83(1986)- 34 32 11.53761(N) 079 17 27.42749(W) ADJUSTED EB3852* NAVD 88 - 44.4 (meters) 146. (feet) VERTCON EB3852 ___________________________________________________________________ EB3852 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EB3852 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3852 EB3852 HORZ ORDER - SECOND EB3852 EB3852.The North Carolina HARNS have been completed but, EB3852.due to contractual restrictions, coordinates for these stations EB3852.will NOT be published in the near future. In the interim, the EB3852.published coordinates in North Carolina will not be EB3852.consistent with the Continuously Operating Reference Stations EB3852.(CORS). The HARN coordinates for these stations are available EB3852.upon request. Contact Gary Thompson(919-733-3836). EB3852. EB3852.In addition, the published North Carolina positions EB3852.(NAD 83 (1986)) are NOT consistent with those determined in EB3852.adjacent state readjustments. The discontinuity between stations EB3852.located in North Carolina and those in adjacent states EB3852.which have been adjusted to the HARN may be as much as 5 EB3852.decimeters. This will result in a significant loss of accuracy EB3852.over lines crossing such state borders. EB3852 EB3852 EB3852.The horizontal coordinates were established by classical geodetic methods EB3852.and adjusted by the National Geodetic Survey in April 1991. EB3852 EB3852.The NAVD 88 height was computed by applying the VERTCON shift value to EB3852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3852 EB3852.The Laplace correction was computed from DEFLEC99 derived deflections. EB3852 EB3852.The geoid height was determined by GEOID03. EB3852 EB3852; North East Units Scale Factor Converg. EB3852;SPC NC - 87,291.617 582,893.226 MT 0.99994992 -0 10 04.5 EB3852;SPC NC - 286,389.25 1,912,375.53 sFT 0.99994992 -0 10 04.5 EB3852;SPC SC - 301,079.999 766,468.840 MT 0.99990804 +0 56 51.0 EB3852;SPC SC - 987,795.27 2,514,661.55 iFT 0.99990804 +0 56 51.0 EB3852;UTM 17 - 3,822,975.217 656,836.038 MT 0.99990319 +0 58 08.8 EB3852 EB3852! - Elev Factor x Scale Factor = Combined Factor EB3852!SPC NC - 0.99999822 x 0.99994992 = 0.99994814 EB3852!SPC SC - 0.99999822 x 0.99990804 = 0.99990626 EB3852!UTM 17 - 0.99999822 x 0.99990319 = 0.99990141 EB3852 EB3852 SUPERSEDED SURVEY CONTROL EB3852 EB3852 NGVD 29 (04/22/91) 44.7 (m) 147. (f) VERT ANG EB3852 EB3852.Superseded values are not recommended for survey control. EB3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3852.See file dsdata.txt to determine how the superseded data were derived. EB3852 EB3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5683622975(NAD 83) EB3852_MARKER: DE = TRAVERSE STATION DISK EB3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3852_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3852_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3852+STABILITY: SURFACE MOTION EB3852 EB3852 HISTORY - Date Condition Report By EB3852 HISTORY - 1977 MONUMENTED NCGS EB3852 EB3852 STATION DESCRIPTION EB3852 EB3852'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3852'THE STATION IS LOCATED IN ROWLAND AT THE INTERSECTION OF US 301 AND EB3852'NC 130 AND US 501 ON EAST SIDE OF JUNCTION AT THE FORD MOTOR COMPANY EB3852'AND BETWEEN THE CURB AND SIDEWALK. EB3852' EB3852'STATION MARK IS A STANDARD DISK STAMPED---FORD 1977---SET IN THE TOP EB3852'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EB3852'THE MARK IS 101.8 FEET SOUTHEAST OF CENTERLINE OF US 301, 25.3 FEET EB3852'NORTHEAST OF CENTERLINE OF NC 130 US 501, 1.4 FEET NORTHEAST OF CURB, EB3852'3.1 FEET WEST OF A POWER POLE 2233 WITH REFERENCE TAG, 21.4 FEET EB3852'SOUTHWEST OF A METAL FORD SIGN POST AND 76.1 FEET SOUTHEAST OF A EB3852'CONCRETE STREET SIGN MARKED - MAIN AND BOND STREETS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3853 *********************************************************************** EB3853 DESIGNATION - FOUND EB3853 PID - EB3853 EB3853 STATE/COUNTY- NC/ROBESON EB3853 USGS QUAD - DILLON EAST (1982) EB3853 EB3853 *CURRENT SURVEY CONTROL EB3853 ___________________________________________________________________ EB3853* NAD 83(1986)- 34 29 28.07425(N) 079 14 59.82264(W) ADJUSTED EB3853* NAVD 88 - 43.8 (meters) 144. (feet) VERTCON EB3853 ___________________________________________________________________ EB3853 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EB3853 GEOID HEIGHT- -33.18 (meters) GEOID03 EB3853 EB3853 HORZ ORDER - SECOND EB3853 EB3853.The North Carolina HARNS have been completed but, EB3853.due to contractual restrictions, coordinates for these stations EB3853.will NOT be published in the near future. In the interim, the EB3853.published coordinates in North Carolina will not be EB3853.consistent with the Continuously Operating Reference Stations EB3853.(CORS). The HARN coordinates for these stations are available EB3853.upon request. Contact Gary Thompson(919-733-3836). EB3853. EB3853.In addition, the published North Carolina positions EB3853.(NAD 83 (1986)) are NOT consistent with those determined in EB3853.adjacent state readjustments. The discontinuity between stations EB3853.located in North Carolina and those in adjacent states EB3853.which have been adjusted to the HARN may be as much as 5 EB3853.decimeters. This will result in a significant loss of accuracy EB3853.over lines crossing such state borders. EB3853 EB3853 EB3853.The horizontal coordinates were established by classical geodetic methods EB3853.and adjusted by the National Geodetic Survey in April 1991. EB3853 EB3853.The NAVD 88 height was computed by applying the VERTCON shift value to EB3853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3853 EB3853.The Laplace correction was computed from DEFLEC99 derived deflections. EB3853 EB3853.The geoid height was determined by GEOID03. EB3853 EB3853; North East Units Scale Factor Converg. EB3853;SPC NC - 82,244.587 586,644.261 MT 0.99996003 -0 08 39.4 EB3853;SPC NC - 269,830.78 1,924,682.05 sFT 0.99996003 -0 08 39.4 EB3853;SPC SC - 296,107.176 770,317.169 MT 0.99989636 +0 58 12.8 EB3853;SPC SC - 971,480.24 2,527,287.30 iFT 0.99989636 +0 58 12.8 EB3853;UTM 17 - 3,818,003.784 660,686.250 MT 0.99991826 +0 59 28.4 EB3853 EB3853! - Elev Factor x Scale Factor = Combined Factor EB3853!SPC NC - 0.99999834 x 0.99996003 = 0.99995837 EB3853!SPC SC - 0.99999834 x 0.99989636 = 0.99989470 EB3853!UTM 17 - 0.99999834 x 0.99991826 = 0.99991660 EB3853 EB3853 SUPERSEDED SURVEY CONTROL EB3853 EB3853 NGVD 29 (04/22/91) 44.1 (m) 145. (f) VERT ANG EB3853 EB3853.Superseded values are not recommended for survey control. EB3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3853.See file dsdata.txt to determine how the superseded data were derived. EB3853 EB3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6068618004(NAD 83) EB3853_MARKER: DE = TRAVERSE STATION DISK EB3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3853_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3853_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3853+STABILITY: SURFACE MOTION EB3853 EB3853 HISTORY - Date Condition Report By EB3853 HISTORY - 1977 MONUMENTED NCGS EB3853 EB3853 STATION DESCRIPTION EB3853 EB3853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3853'THE STATION IS LOCATED APPROXIMATELY 7.7 MILES WEST OF FAIRMONT AND EB3853'3.3 MILES NORTH-NORTHWEST OF GRADDYSVILLE. EB3853' EB3853'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 SOUTHEAST OF EB3853'ROWLAND, PROCEED SOUTHEAST ALONG NC 130 FOR 2.75 MILES TO STATION IN EB3853'LEFT SHOULDER UNDER OVERHEAD GUY WIRE WHICH CROSSES ROAD AND 0.1 EB3853'MILE SOUTHEAST INTERSECTION AT CENTERARY CHURCH. EB3853' EB3853'STATION MARK IS A STANDARD DISK STAMPED---FOUND 1977---SET IN THE TOP EB3853'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3853'THE MARK IS 15.1 FEET NORTHEAST OF CENTERLINE OF NC 130, 49.2 FEET EB3853'NORTHEAST OF POWER POLE 49 WITH REFERENE TAG AND 23.1 FEET SOUTHWEST EB3853'OF BRACE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2492 *********************************************************************** EB2492 DESIGNATION - FRANCIS EB2492 PID - EB2492 EB2492 STATE/COUNTY- NC/ROBESON EB2492 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2492 EB2492 *CURRENT SURVEY CONTROL EB2492 ___________________________________________________________________ EB2492* NAD 83(1986)- 34 33 57.56007(N) 078 59 33.68740(W) ADJUSTED EB2492* NAVD 88 - 35.8 (meters) 117. (feet) VERTCON EB2492 ___________________________________________________________________ EB2492 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EB2492 GEOID HEIGHT- -34.00 (meters) GEOID03 EB2492 EB2492 HORZ ORDER - SECOND EB2492 EB2492.The North Carolina HARNS have been completed but, EB2492.due to contractual restrictions, coordinates for these stations EB2492.will NOT be published in the near future. In the interim, the EB2492.published coordinates in North Carolina will not be EB2492.consistent with the Continuously Operating Reference Stations EB2492.(CORS). The HARN coordinates for these stations are available EB2492.upon request. Contact Gary Thompson(919-733-3836). EB2492. EB2492.In addition, the published North Carolina positions EB2492.(NAD 83 (1986)) are NOT consistent with those determined in EB2492.adjacent state readjustments. The discontinuity between stations EB2492.located in North Carolina and those in adjacent states EB2492.which have been adjusted to the HARN may be as much as 5 EB2492.decimeters. This will result in a significant loss of accuracy EB2492.over lines crossing such state borders. EB2492 EB2492 EB2492.The horizontal coordinates were established by classical geodetic methods EB2492.and adjusted by the National Geodetic Survey in July 1986. EB2492 EB2492.The NAVD 88 height was computed by applying the VERTCON shift value to EB2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2492 EB2492.The Laplace correction was computed from DEFLEC99 derived deflections. EB2492 EB2492.The geoid height was determined by GEOID03. EB2492 EB2492; North East Units Scale Factor Converg. EB2492;SPC NC - 90,519.362 610,271.916 MT 0.99994369 +0 00 15.2 EB2492;SPC NC - 296,978.94 2,002,200.44 sFT 0.99994369 +0 00 15.2 EB2492;UTM 17 - 3,826,745.164 684,145.693 MT 1.00001798 +1 08 21.0 EB2492 EB2492! - Elev Factor x Scale Factor = Combined Factor EB2492!SPC NC - 0.99999972 x 0.99994369 = 0.99994341 EB2492!UTM 17 - 0.99999972 x 1.00001798 = 1.00001770 EB2492 EB2492: Primary Azimuth Mark Grid Az EB2492:SPC NC - BLACKMON 102 52 41.7 EB2492:UTM 17 - BLACKMON 101 44 35.9 EB2492 EB2492|---------------------------------------------------------------------| EB2492| PID Reference Object Distance Geod. Az | EB2492| dddmmss.s | EB2492| EB2488 BLACKMON APPROX. 0.7 KM 1025256.9 | EB2492|---------------------------------------------------------------------| EB2492 EB2492 SUPERSEDED SURVEY CONTROL EB2492 EB2492 NAD 27 - 34 33 56.96420(N) 078 59 34.56806(W) AD( ) 2 EB2492 NGVD 29 (07/19/86) 36.1 (m) 118. (f) VERT ANG EB2492 EB2492.Superseded values are not recommended for survey control. EB2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2492.See file dsdata.txt to determine how the superseded data were derived. EB2492 EB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8414626745(NAD 83) EB2492_MARKER: DE = TRAVERSE STATION DISK EB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2492_STAMPING: FRANCIS 1965 EB2492_MARK LOGO: NCGS EB2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2492+STABILITY: SURFACE MOTION EB2492 EB2492 HISTORY - Date Condition Report By EB2492 HISTORY - 1965 MONUMENTED NCGS EB2492 HISTORY - 1981 MARK NOT FOUND USGS EB2492 HISTORY - 19950808 MARK NOT FOUND USPSQD EB2492 EB2492 STATION DESCRIPTION EB2492 EB2492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2492'FRANCIS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2492'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2492' EB2492'FRANCIS IS 3.8 MILES S OF LUMBERTON. LOCATED 1.2 MILES W ALONG EB2492'SR 2207 FROM INTERSECTION OF U.S. 74 AND SR 2207. 0.4 MILES E OF EB2492'INTERSECTION OF SR 2207 AND SR 2215 AND ON THE N SHOULDER OF SR EB2492'2207. EB2492' EB2492'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED EB2492'FRANCIS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2492'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2492' EB2492'MARK IS EB2492' EB2492'15.9 FT N OF C/L OF SR 2207. EB2492' EB2492'16.9 FT SE OF SE CORNER OF TOBACCO BARN. EB2492' EB2492'35.9 FT SE OF SW CORNER OF TOBACCO BARN. EB2492' EB2492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2492 EB2492 STATION RECOVERY (1981) EB2492 EB2492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2492'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2492 EB2492 STATION RECOVERY (1995) EB2492 EB2492'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2492'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2524 *********************************************************************** EB2524 DESIGNATION - FRED EB2524 PID - EB2524 EB2524 STATE/COUNTY- NC/ROBESON EB2524 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2524 EB2524 *CURRENT SURVEY CONTROL EB2524 ___________________________________________________________________ EB2524* NAD 83(1986)- 34 42 33.84742(N) 078 59 51.46796(W) ADJUSTED EB2524* NAVD 88 - 45.3 (meters) 149. (feet) VERTCON EB2524 ___________________________________________________________________ EB2524 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EB2524 GEOID HEIGHT- -33.83 (meters) GEOID03 EB2524 EB2524 HORZ ORDER - SECOND EB2524 EB2524.The North Carolina HARNS have been completed but, EB2524.due to contractual restrictions, coordinates for these stations EB2524.will NOT be published in the near future. In the interim, the EB2524.published coordinates in North Carolina will not be EB2524.consistent with the Continuously Operating Reference Stations EB2524.(CORS). The HARN coordinates for these stations are available EB2524.upon request. Contact Gary Thompson(919-733-3836). EB2524. EB2524.In addition, the published North Carolina positions EB2524.(NAD 83 (1986)) are NOT consistent with those determined in EB2524.adjacent state readjustments. The discontinuity between stations EB2524.located in North Carolina and those in adjacent states EB2524.which have been adjusted to the HARN may be as much as 5 EB2524.decimeters. This will result in a significant loss of accuracy EB2524.over lines crossing such state borders. EB2524 EB2524 EB2524.The horizontal coordinates were established by classical geodetic methods EB2524.and adjusted by the National Geodetic Survey in July 1986. EB2524 EB2524.The NAVD 88 height was computed by applying the VERTCON shift value to EB2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2524 EB2524.The Laplace correction was computed from DEFLEC99 derived deflections. EB2524 EB2524.The geoid height was determined by GEOID03. EB2524 EB2524; North East Units Scale Factor Converg. EB2524;SPC NC - 106,427.613 609,818.318 MT 0.99991709 +0 00 04.9 EB2524;SPC NC - 349,171.26 2,000,712.26 sFT 0.99991709 +0 00 04.9 EB2524;UTM 17 - 3,842,642.654 683,376.436 MT 1.00001448 +1 08 25.8 EB2524 EB2524! - Elev Factor x Scale Factor = Combined Factor EB2524!SPC NC - 0.99999820 x 0.99991709 = 0.99991529 EB2524!UTM 17 - 0.99999820 x 1.00001448 = 1.00001268 EB2524 EB2524: Primary Azimuth Mark Grid Az EB2524:SPC NC - SHELL 002 22 11.0 EB2524:UTM 17 - SHELL 001 13 50.1 EB2524 EB2524|---------------------------------------------------------------------| EB2524| PID Reference Object Distance Geod. Az | EB2524| dddmmss.s | EB2524| EB2525 SHELL APPROX. 1.2 KM 0022215.9 | EB2524|---------------------------------------------------------------------| EB2524 EB2524 SUPERSEDED SURVEY CONTROL EB2524 EB2524 NAD 27 - 34 42 33.25893(N) 078 59 52.35206(W) AD( ) 2 EB2524 NGVD 29 (07/19/86) 45.6 (m) 150. (f) VERT ANG EB2524 EB2524.Superseded values are not recommended for survey control. EB2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2524.See file dsdata.txt to determine how the superseded data were derived. EB2524 EB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8337642643(NAD 83) EB2524_MARKER: DE = TRAVERSE STATION DISK EB2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2524_STAMPING: FRED 1969 EB2524_MARK LOGO: NCGS EB2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2524+STABILITY: SURFACE MOTION EB2524 EB2524 HISTORY - Date Condition Report By EB2524 HISTORY - 1969 MONUMENTED NCGS EB2524 HISTORY - 1981 MARK NOT FOUND USGS EB2524 EB2524 STATION DESCRIPTION EB2524 EB2524'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2524'FRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2524'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2524' EB2524'FRED IS LOCATED APPROXIMATELY 6.1 MILES NORTHWEST OF LUMBERTON AND EB2524'6.9 MILES SOUTHEAST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2524'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 3.4 MILES NORTHWEST EB2524'OF LUMBERTON, GO NORTH ON I-95 FOR 2.2 MILES TO BRIDGE OVER I-95 EB2524'(SR 1529), CONTINUE NORTH ON I-95 FOR 0.6 MILE TO STATION ON EB2524'LEFT, IN MEDIAN OF I-95, DIRECTLY EAST OF FOUR 12 INCH PINE TREES, EB2524'AND 0.8 MILE SOUTH OF INTERSECTION OF I-95 AND US 301. EB2524' EB2524'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FRED EB2524'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2524'FLUSH WITH THE SURFACE OF THE GROUND. EB2524' EB2524'MARK IS EB2524' EB2524'28.6 FEET W OF C/L OF I-95 N BOUND LANE. EB2524'71.8 FEET SSE OF TWIN OAK TREE WITH ALUMINUM REF. TAG. EB2524'38.2 FEET NE OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2524'56.4 FEET E OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2524'78.0 FEET NNE OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2524 EB2524 STATION RECOVERY (1981) EB2524 EB2524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2524'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3854 *********************************************************************** EB3854 DESIGNATION - FROG EB3854 PID - EB3854 EB3854 STATE/COUNTY- NC/ROBESON EB3854 USGS QUAD - FAIR BLUFF (1982) EB3854 EB3854 *CURRENT SURVEY CONTROL EB3854 ___________________________________________________________________ EB3854* NAD 83(1986)- 34 20 47.41080(N) 079 04 33.02813(W) ADJUSTED EB3854* NAVD 88 - 21.5 (meters) 71. (feet) VERTCON EB3854 ___________________________________________________________________ EB3854 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB3854 GEOID HEIGHT- -33.70 (meters) GEOID03 EB3854 EB3854 HORZ ORDER - SECOND EB3854 EB3854.The North Carolina HARNS have been completed but, EB3854.due to contractual restrictions, coordinates for these stations EB3854.will NOT be published in the near future. In the interim, the EB3854.published coordinates in North Carolina will not be EB3854.consistent with the Continuously Operating Reference Stations EB3854.(CORS). The HARN coordinates for these stations are available EB3854.upon request. Contact Gary Thompson(919-733-3836). EB3854. EB3854.In addition, the published North Carolina positions EB3854.(NAD 83 (1986)) are NOT consistent with those determined in EB3854.adjacent state readjustments. The discontinuity between stations EB3854.located in North Carolina and those in adjacent states EB3854.which have been adjusted to the HARN may be as much as 5 EB3854.decimeters. This will result in a significant loss of accuracy EB3854.over lines crossing such state borders. EB3854 EB3854 EB3854.The horizontal coordinates were established by classical geodetic methods EB3854.and adjusted by the National Geodetic Survey in April 1991. EB3854 EB3854.The NAVD 88 height was computed by applying the VERTCON shift value to EB3854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3854 EB3854.The Laplace correction was computed from DEFLEC99 derived deflections. EB3854 EB3854.The geoid height was determined by GEOID03. EB3854 EB3854; North East Units Scale Factor Converg. EB3854;SPC NC - 66,175.047 602,623.255 MT 0.99999638 -0 02 37.6 EB3854;SPC NC - 217,109.30 1,977,106.46 sFT 0.99999638 -0 02 37.6 EB3854;SPC SC - 280,352.458 786,603.551 MT 0.99986335 +1 04 00.3 EB3854;SPC SC - 919,791.53 2,580,720.31 iFT 0.99986335 +1 04 00.3 EB3854;UTM 17 - 3,802,253.650 676,979.343 MT 0.99998609 +1 05 09.2 EB3854 EB3854! - Elev Factor x Scale Factor = Combined Factor EB3854!SPC NC - 1.00000192 x 0.99999638 = 0.99999830 EB3854!SPC SC - 1.00000192 x 0.99986335 = 0.99986527 EB3854!UTM 17 - 1.00000192 x 0.99998609 = 0.99998801 EB3854 EB3854 SUPERSEDED SURVEY CONTROL EB3854 EB3854 NGVD 29 (04/22/91) 21.8 (m) 72. (f) VERT ANG EB3854 EB3854.Superseded values are not recommended for survey control. EB3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3854.See file dsdata.txt to determine how the superseded data were derived. EB3854 EB3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7697902254(NAD 83) EB3854_MARKER: DE = TRAVERSE STATION DISK EB3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3854_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3854_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3854+STABILITY: SURFACE MOTION EB3854 EB3854 HISTORY - Date Condition Report By EB3854 HISTORY - 1977 MONUMENTED NCGS EB3854 EB3854 STATION DESCRIPTION EB3854 EB3854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3854'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES EAST-SOUTHEAST OF EB3854'MARIETTA AND 3.4 MILES NORTHWEST OF FAIR BLUFF. EB3854' EB3854'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB3854'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 3.25 MILES TO STATION IN EB3854'LEFT SHOULDER APPROXIMATELY 300 FEET NORTHWEST OF A BRIDGE AND 0.8 EB3854'MILE SOUTHEAST OF INTERSECTION WITH SR 2282 WEST AND SR 2257 EB3854'NORTHEAST. EB3854' EB3854'STATION MARK IS A STANDARD DISK STAMPED---FROG 1977---SET IN THE TOP EB3854'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3854'THE MARK IS 17.4 FEET SOUTHWEST OF CENTERLINE OF NC 904, 25.2 FEET EB3854'NORTH OF A 16 INCH BIRCH WITH REFERENCE TAG, 23.0 FEET EAST OF A 20 EB3854'INCH GUM WITH REFERENCE TAG AND 86.8 FEET SOUTH OF TELEPHONE PEDESTAL EB3854'ACROSS THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3855 *********************************************************************** EB3855 DESIGNATION - FURMAN EB3855 PID - EB3855 EB3855 STATE/COUNTY- NC/ROBESON EB3855 USGS QUAD - GADDYSVILLE (1962) EB3855 EB3855 *CURRENT SURVEY CONTROL EB3855 ___________________________________________________________________ EB3855* NAD 83(1986)- 34 28 49.68997(N) 079 10 23.37241(W) ADJUSTED EB3855* NAVD 88 - 35.2 (meters) 115. (feet) VERTCON EB3855 ___________________________________________________________________ EB3855 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EB3855 GEOID HEIGHT- -33.40 (meters) GEOID03 EB3855 EB3855 HORZ ORDER - SECOND EB3855 EB3855.The North Carolina HARNS have been completed but, EB3855.due to contractual restrictions, coordinates for these stations EB3855.will NOT be published in the near future. In the interim, the EB3855.published coordinates in North Carolina will not be EB3855.consistent with the Continuously Operating Reference Stations EB3855.(CORS). The HARN coordinates for these stations are available EB3855.upon request. Contact Gary Thompson(919-733-3836). EB3855. EB3855.In addition, the published North Carolina positions EB3855.(NAD 83 (1986)) are NOT consistent with those determined in EB3855.adjacent state readjustments. The discontinuity between stations EB3855.located in North Carolina and those in adjacent states EB3855.which have been adjusted to the HARN may be as much as 5 EB3855.decimeters. This will result in a significant loss of accuracy EB3855.over lines crossing such state borders. EB3855 EB3855 EB3855.The horizontal coordinates were established by classical geodetic methods EB3855.and adjusted by the National Geodetic Survey in April 1991. EB3855 EB3855.The NAVD 88 height was computed by applying the VERTCON shift value to EB3855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3855 EB3855.The Laplace correction was computed from DEFLEC99 derived deflections. EB3855 EB3855.The geoid height was determined by GEOID03. EB3855 EB3855; North East Units Scale Factor Converg. EB3855;SPC NC - 81,046.822 593,695.197 MT 0.99996250 -0 05 59.8 EB3855;SPC NC - 265,901.12 1,947,814.99 sFT 0.99996250 -0 05 59.8 EB3855;UTM 17 - 3,816,945.945 667,759.324 MT 0.99994690 +1 02 04.1 EB3855 EB3855! - Elev Factor x Scale Factor = Combined Factor EB3855!SPC NC - 0.99999972 x 0.99996250 = 0.99996222 EB3855!UTM 17 - 0.99999972 x 0.99994690 = 0.99994662 EB3855 EB3855 SUPERSEDED SURVEY CONTROL EB3855 EB3855 NGVD 29 (04/22/91) 35.5 (m) 116. (f) VERT ANG EB3855 EB3855.Superseded values are not recommended for survey control. EB3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3855.See file dsdata.txt to determine how the superseded data were derived. EB3855 EB3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6775916946(NAD 83) EB3855_MARKER: DE = TRAVERSE STATION DISK EB3855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3855_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3855_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3855+STABILITY: SURFACE MOTION EB3855 EB3855 HISTORY - Date Condition Report By EB3855 HISTORY - 1977 MONUMENTED NCGS EB3855 EB3855 STATION DESCRIPTION EB3855 EB3855'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3855'STATION IS LOCATED APPROXIMATELY 3.5 MILES WEST-SOUTHWEST OF FAIRMONT EB3855'AND 5.1 MILES SOUTH OF MCDONALD. EB3855'TO REACH STATION FROM INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST EB3855'OF FAIRMONT PROCEED WEST ALONG NC 130 FOR 1.15 MILE TO STATION ON LEFT EB3855'AT DRIVEWAY TO FRAME HOUSE AND 0.25 MILE NORTHEAST OF SR 2469 NORTH. EB3855' EB3855'STATION MARK IS A STANDARD DISK STAMPED---FURMAN 1977---SET IN TOP OF EB3855'CONCRETE CYLINDER 3 INCHES BELOW GROUND SURFACE. MARK IS 21.2 FEET EB3855'SOUTH OF NC 130 CENTERLINE, 37.3 FEET NORTHWEST OF LARGEST TELEPHONE EB3855'PEDESTAL, 21.2 FEET NORTH-NORTHEAST OF 36 INCH WHITE OAK WITH TAG, 2.3 EB3855'FEET EAST-NORTHEAST OF EAST END OF BRICK PILLAR, 88.2 FEET NORTHEAST EB3855'OF NORTHWEST CORNER OF HOUSE 58.4 FEET EAST-NORTHEAST OF 24 INCH PECAN 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1674 *********************************************************************** EB1674 DESIGNATION - GAGE EB1674 PID - EB1674 EB1674 STATE/COUNTY- NC/ROBESON EB1674 USGS QUAD - EVERGREEN (1986) EB1674 EB1674 *CURRENT SURVEY CONTROL EB1674 ___________________________________________________________________ EB1674* NAD 83(1986)- 34 26 35.59676(N) 078 57 36.72676(W) ADJUSTED EB1674* NAVD 88 - 26.991 (meters) 88.55 (feet) ADJUSTED EB1674 ___________________________________________________________________ EB1674 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EB1674 GEOID HEIGHT- -33.98 (meters) GEOID03 EB1674 DYNAMIC HT - 26.964 (meters) 88.46 (feet) COMP EB1674 MODELED GRAV- 979,669.1 (mgal) NAVD 88 EB1674 EB1674 HORZ ORDER - SECOND EB1674 VERT ORDER - SECOND CLASS I EB1674 EB1674.The North Carolina HARNS have been completed but, EB1674.due to contractual restrictions, coordinates for these stations EB1674.will NOT be published in the near future. In the interim, the EB1674.published coordinates in North Carolina will not be EB1674.consistent with the Continuously Operating Reference Stations EB1674.(CORS). The HARN coordinates for these stations are available EB1674.upon request. Contact Gary Thompson(919-733-3836). EB1674. EB1674.In addition, the published North Carolina positions EB1674.(NAD 83 (1986)) are NOT consistent with those determined in EB1674.adjacent state readjustments. The discontinuity between stations EB1674.located in North Carolina and those in adjacent states EB1674.which have been adjusted to the HARN may be as much as 5 EB1674.decimeters. This will result in a significant loss of accuracy EB1674.over lines crossing such state borders. EB1674 EB1674 EB1674.The horizontal coordinates were established by classical geodetic methods EB1674.and adjusted by the National Geodetic Survey in April 1991. EB1674 EB1674.The orthometric height was determined by differential leveling EB1674.and adjusted by the National Geodetic Survey in June 1991. EB1674 EB1674.The Laplace correction was computed from DEFLEC99 derived deflections. EB1674 EB1674.The geoid height was determined by GEOID03. EB1674 EB1674.The dynamic height is computed by dividing the NAVD 88 EB1674.geopotential number by the normal gravity value computed on the EB1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1674.degrees latitude (g = 980.6199 gals.). EB1674 EB1674.The modeled gravity was interpolated from observed gravity values. EB1674 EB1674; North East Units Scale Factor Converg. EB1674;SPC NC - 76,901.858 613,258.650 MT 0.99997138 +0 01 22.7 EB1674;SPC NC - 252,302.18 2,011,999.42 sFT 0.99997138 +0 01 22.7 EB1674;UTM 17 - 3,813,188.455 687,401.331 MT 1.00003290 +1 09 14.5 EB1674 EB1674! - Elev Factor x Scale Factor = Combined Factor EB1674!SPC NC - 1.00000110 x 0.99997138 = 0.99997248 EB1674!UTM 17 - 1.00000110 x 1.00003290 = 1.00003400 EB1674 EB1674 SUPERSEDED SURVEY CONTROL EB1674 EB1674 NGVD 29 (10/06/93) 27.267 (m) 89.46 (f) ADJUSTED 2 1 EB1674 EB1674.Superseded values are not recommended for survey control. EB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1674.See file dsdata.txt to determine how the superseded data were derived. EB1674 EB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8740113188(NAD 83) EB1674_MARKER: DE = TRAVERSE STATION DISK EB1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1674_SP_SET: CONCRETE POST EB1674_STAMPING: GAGE 1977 EB1674_MARK LOGO: NCGS EB1674_PROJECTION: RECESSED 5 CENTIMETERS EB1674_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1674+STABILITY: SURFACE MOTION EB1674 EB1674 HISTORY - Date Condition Report By EB1674 HISTORY - 1977 MONUMENTED NCGS EB1674 HISTORY - 1978 GOOD NCGS EB1674 HISTORY - 19950808 GOOD USPSQD EB1674 EB1674 STATION DESCRIPTION EB1674 EB1674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1674'THE STATION IS LOCATED APPROXIMATELY 3.3 EAST-SOUTHEAST OF ORRUM AND EB1674'12.5 MILES SOUTH-SOUTHEAST OF LUMBERTON. EB1674' EB1674'THE STATION IS LOCATED ALONG US 74 AT THE WEST END OF THE BRIDGE OVER EB1674'THE LUMBER RIVER AT THE COLUMBUS-ROBERSON COUNTY LINE AND IN THE SOUTH EB1674'SHOULDER OF HIGHWAY. EB1674' EB1674'STATION MARK IS A STANDARD DISK STAMPED---GAGE 1977---SET IN THE TOP EB1674'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. THE EB1674'MARL IS 22.7 FEET SOUTHWEST OF THE CENTERLINE OF US 74, 19.6 FEET EB1674'NORTHWEST OF US GEOLOGICAL SURVEY GAGING STATION DISK, 17.0 FEET EB1674'NORTHWEST OF SECOND BOARDWALK POST LEADING TO GAGING STATION WITH EB1674'REFERENCE TAG, 7.6 FEET SOUTH-SOUTHWEST OF FOURTH GUARD RAIL POST EB1674'AND 19.0 FEET NORTHWEST OF SOUTHWEST BRIDGE RAIL ABUTMENT. EB1674 EB1674 STATION RECOVERY (1978) EB1674 EB1674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1674'3.3 MI ESE FROM ORRUM. EB1674'LOCATED 12.5 MILES SOUTH-SOUTHEAST OF LUMBERTON AT THE SOUTHWEST EB1674'CORNER OF THE U.S. 74 BRIDGE OVER LUMBER RIVER ON THE ROBESON- EB1674'COLUMBUS COUNTY LINE, 22.7 FEET SOUTHWEST OF CENTERLINE OF U.S. 74, EB1674'19.6 FEET NORTHWEST OF USGS GAGING STATION DISK IN SOUTHWEST EB1674'BRIDGE, 19.0 FEET NORTHWEST OF SOUTHWEST BRIDGE RAIL ABUTMENT, EB1674'17.0 FEET NORTHWEST OF SECOND BOARDWALK POST LEADING TO GAGING EB1674'STATION WITH REFERENCE TAG AND 7.6 FEET SOUTH-SOUTHWEST OF FOURTH EB1674'GUARD RAIL POST. EB1674 EB1674 STATION RECOVERY (1995) EB1674 EB1674'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1674'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3856 *********************************************************************** EB3856 DESIGNATION - GAP EB3856 PID - EB3856 EB3856 STATE/COUNTY- NC/ROBESON EB3856 USGS QUAD - GADDYSVILLE (1962) EB3856 EB3856 *CURRENT SURVEY CONTROL EB3856 ___________________________________________________________________ EB3856* NAD 83(1986)- 34 28 54.75158(N) 079 09 41.01106(W) ADJUSTED EB3856* NAVD 88 - 40.0 (meters) 131. (feet) VERTCON EB3856 ___________________________________________________________________ EB3856 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EB3856 GEOID HEIGHT- -33.44 (meters) GEOID03 EB3856 EB3856 HORZ ORDER - SECOND EB3856 EB3856.The North Carolina HARNS have been completed but, EB3856.due to contractual restrictions, coordinates for these stations EB3856.will NOT be published in the near future. In the interim, the EB3856.published coordinates in North Carolina will not be EB3856.consistent with the Continuously Operating Reference Stations EB3856.(CORS). The HARN coordinates for these stations are available EB3856.upon request. Contact Gary Thompson(919-733-3836). EB3856. EB3856.In addition, the published North Carolina positions EB3856.(NAD 83 (1986)) are NOT consistent with those determined in EB3856.adjacent state readjustments. The discontinuity between stations EB3856.located in North Carolina and those in adjacent states EB3856.which have been adjusted to the HARN may be as much as 5 EB3856.decimeters. This will result in a significant loss of accuracy EB3856.over lines crossing such state borders. EB3856 EB3856 EB3856.The horizontal coordinates were established by classical geodetic methods EB3856.and adjusted by the National Geodetic Survey in April 1991. EB3856 EB3856.The NAVD 88 height was computed by applying the VERTCON shift value to EB3856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3856 EB3856.The Laplace correction was computed from DEFLEC99 derived deflections. EB3856 EB3856.The geoid height was determined by GEOID03. EB3856 EB3856; North East Units Scale Factor Converg. EB3856;SPC NC - 81,200.964 594,776.346 MT 0.99996217 -0 05 35.3 EB3856;SPC NC - 266,406.83 1,951,362.06 sFT 0.99996217 -0 05 35.3 EB3856;UTM 17 - 3,817,121.458 668,837.195 MT 0.99995137 +1 02 28.2 EB3856 EB3856! - Elev Factor x Scale Factor = Combined Factor EB3856!SPC NC - 0.99999898 x 0.99996217 = 0.99996115 EB3856!UTM 17 - 0.99999898 x 0.99995137 = 0.99995035 EB3856 EB3856 SUPERSEDED SURVEY CONTROL EB3856 EB3856 NGVD 29 (04/22/91) 40.3 (m) 132. (f) VERT ANG EB3856 EB3856.Superseded values are not recommended for survey control. EB3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3856.See file dsdata.txt to determine how the superseded data were derived. EB3856 EB3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6883717121(NAD 83) EB3856_MARKER: DE = TRAVERSE STATION DISK EB3856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3856_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3856_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3856+STABILITY: SURFACE MOTION EB3856 EB3856 HISTORY - Date Condition Report By EB3856 HISTORY - 1977 MONUMENTED NCGS EB3856 EB3856 STATION DESCRIPTION EB3856 EB3856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3856'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES WEST-SOUTHWEST OF EB3856'FAIRMONT AND 5.0 MILES SOUTH OF MCDONALD. EB3856' EB3856'TO REACH STATION FROM INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST EB3856'OF FAIRMONT, PROCEED WEST ALONG NC 130 FOR 0.45 MILE TO STATION IN EB3856'LEFT SHOULDER, ON PROLONGATION OF THE WEST SIDE OF A TOBACCO CURING EB3856'BARN AND 0.15 MILE SOUTHWEST OF SR 2450 INTERSECTION. EB3856' EB3856'STATION MARK IS A STANDARD DISK STAMPED---GAP 1977---SET IN THE TOP EB3856'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3856'THE MARK IS 16.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 130, 45.4 EB3856'FEET SOUTH OF WEST END OF CULVERT ACROSS HIGHWAY, 56.8 FEET EB3856'SOUTH-SOUTHWEST OF EAST END OF SAME CULVERT, 84.6 FEET SOUTHEAST OF A EB3856'20 INCH PINE WITH REFERENCE TAG, 99.0 FEET NORTH-NORTHEAST OF POWER EB3856'POLE 1544 WITH REFERENCE TAG AND 90.0 FEET SOUTH OF SHELTER CORNER EB3856'POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3859. EB3859.In addition, the published North 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 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;SPC NC - 392,136.28 1,945,830.51 sFT 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 = OCTOBER 5, 2005 EB1632 *********************************************************************** EB1632 DESIGNATION - GENERAL EB1632 PID - EB1632 EB1632 STATE/COUNTY- NC/ROBESON EB1632 USGS QUAD - MAXTON (1982) EB1632 EB1632 *CURRENT SURVEY CONTROL EB1632 ___________________________________________________________________ EB1632* NAD 83(1986)- 34 42 56.02657(N) 079 18 33.59397(W) ADJUSTED EB1632* NAVD 88 - 54.165 (meters) 177.71 (feet) ADJUSTED EB1632 ___________________________________________________________________ EB1632 LAPLACE CORR- -4.20 (seconds) DEFLEC99 EB1632 GEOID HEIGHT- -32.78 (meters) GEOID03 EB1632 DYNAMIC HT - 54.114 (meters) 177.54 (feet) COMP EB1632 MODELED GRAV- 979,693.6 (mgal) NAVD 88 EB1632 EB1632 HORZ ORDER - SECOND EB1632 VERT ORDER - SECOND CLASS I EB1632 EB1632.The North Carolina HARNS have been completed but, EB1632.due to contractual restrictions, coordinates for these stations EB1632.will NOT be published in the near future. In the interim, the EB1632.published coordinates in North Carolina will not be EB1632.consistent with the Continuously Operating Reference Stations EB1632.(CORS). The HARN coordinates for these stations are available EB1632.upon request. Contact Gary Thompson(919-733-3836). EB1632. EB1632.In addition, the published North Carolina positions EB1632.(NAD 83 (1986)) are NOT consistent with those determined in EB1632.adjacent state readjustments. The discontinuity between stations EB1632.located in North Carolina and those in adjacent states EB1632.which have been adjusted to the HARN may be as much as 5 EB1632.decimeters. This will result in a significant loss of accuracy EB1632.over lines crossing such state borders. EB1632 EB1632 EB1632.The horizontal coordinates were established by classical geodetic methods EB1632.and adjusted by the National Geodetic Survey in April 1991. EB1632 EB1632.The orthometric height was determined by differential leveling EB1632.and adjusted by the National Geodetic Survey in June 1991. EB1632 EB1632.The Laplace correction was computed from DEFLEC99 derived deflections. EB1632 EB1632.The geoid height was determined by GEOID03. EB1632 EB1632.The dynamic height is computed by dividing the NAVD 88 EB1632.geopotential number by the normal gravity value computed on the EB1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1632.degrees latitude (g = 980.6199 gals.). EB1632 EB1632.The modeled gravity was interpolated from observed gravity values. EB1632 EB1632; North East Units Scale Factor Converg. EB1632;SPC NC - 107,155.156 581,267.955 MT 0.99991608 -0 10 42.7 EB1632;SPC NC - 351,558.21 1,907,043.28 sFT 0.99991608 -0 10 42.7 EB1632;UTM 17 - 3,842,801.862 654,816.200 MT 0.99989542 +0 57 46.9 EB1632 EB1632! - Elev Factor x Scale Factor = Combined Factor EB1632!SPC NC - 0.99999664 x 0.99991608 = 0.99991272 EB1632!UTM 17 - 0.99999664 x 0.99989542 = 0.99989206 EB1632 EB1632 SUPERSEDED SURVEY CONTROL EB1632 EB1632 NGVD 29 (10/06/93) 54.448 (m) 178.63 (f) ADJUSTED 2 1 EB1632 EB1632.Superseded values are not recommended for survey control. EB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1632.See file dsdata.txt to determine how the superseded data were derived. EB1632 EB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5481642802(NAD 83) EB1632_MARKER: DE = TRAVERSE STATION DISK EB1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1632_SP_SET: CONCRETE POST EB1632_STAMPING: GENERAL 1977 EB1632_MARK LOGO: NCGS EB1632_PROJECTION: RECESSED 15 CENTIMETERS EB1632_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1632+STABILITY: SURFACE MOTION EB1632 EB1632 HISTORY - Date Condition Report By EB1632 HISTORY - 1977 MONUMENTED NCGS EB1632 HISTORY - 1978 GOOD NCGS EB1632 HISTORY - 19970426 MARK NOT FOUND USPSQD EB1632 EB1632 STATION DESCRIPTION EB1632 EB1632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1632'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF MAXTON EB1632'AND 0.6 MILES SOUTH-SOUTHEAST OF ALMA. EB1632' EB1632'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN EB1632'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 2.7 MILES TO SR 1362 AND EB1632'STATION APPROXIMATELY 200 FEET NORTHWEST IN A GRASS ISLAND IN FRONT OF EB1632'THE GENERAL STORE. EB1632' EB1632'STATION MARK IS A STANDARD DISK STAMPED---GENERAL 1977---SET IN THE EB1632'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1632'SURFACE. THE MARK IS 19.8 FEET NORTHEAST OF CENTERLINE OF US 74, 167.0 EB1632'FEET NORTHWEST OF CENTERLINE OF SR 1362, 64.4 FEET SOUTHWEST OF EB1632'SOUTHEAST OF CORNER OF BLOCK BUILDING, 64.4 FEET SOUTH-SOUTHWEST OF EB1632'SOUTHWEST CORNER OF BLOCK BUILDING, 74.6 FEET SOUTH-SOUTHEAST OF METAL EB1632'SIGN POST AND 98.8 FEET WEST OF A 30 INCH PINE WITH REFERENCE TAG. EB1632 EB1632 STATION RECOVERY (1978) EB1632 EB1632'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1632'2.6 MI SE FROM MAXTON. EB1632'2.7 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1632'ON LEFT IN GRASSY ISLAND IN FRONT OF THE GENERAL STORE, AND EB1632'APPROXIMATELY 200 FEET NORTHWEST OF T INTERSECTION WITH SR 1362, EB1632'19.7 FEET NORTHEAST OF CENTERLINE OF U.S. 74, 167.0 FEET EB1632'NORTHWEST OF CENTERLINE OF SR 1362, 64.4 FEET SOUTHWEST OF EB1632'SOUTHEAST CORNER OF BLOCK STORE BUILDING, 64.4 FEET SOUTH-SOUTHWEST EB1632'OF SOUTHWEST CORNER OF BLOCK STORE BUILDING, 74.6 FEET SOUTH- EB1632'SOUTHEAST OF METAL SIGN POST AND 98.8 FEET WEST OF 30 INCH PINE EB1632'WITH REFERENCE TAG. EB1632 EB1632 STATION RECOVERY (1997) EB1632 EB1632'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1632'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3860. EB3860.In addition, the published North 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 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;SPC NC - 396,293.67 1,954,205.37 sFT 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 = OCTOBER 5, 2005 EB3861 *********************************************************************** EB3861 DESIGNATION - GOSPEL EB3861 PID - EB3861 EB3861 STATE/COUNTY- NC/ROBESON EB3861 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3861 EB3861 *CURRENT SURVEY CONTROL EB3861 ___________________________________________________________________ EB3861* NAD 83(1986)- 34 36 48.75794(N) 079 04 20.23545(W) ADJUSTED EB3861* NAVD 88 - 38.1 (meters) 125. (feet) VERTCON EB3861 ___________________________________________________________________ EB3861 LAPLACE CORR- -5.80 (seconds) DEFLEC99 EB3861 GEOID HEIGHT- -33.70 (meters) GEOID03 EB3861 EB3861 HORZ ORDER - SECOND EB3861 EB3861.The North Carolina HARNS have been completed but, EB3861.due to contractual restrictions, coordinates for these stations EB3861.will NOT be published in the near future. In the interim, the EB3861.published coordinates in North Carolina will not be EB3861.consistent with the Continuously Operating Reference Stations EB3861.(CORS). The HARN coordinates for these stations are available EB3861.upon request. Contact Gary Thompson(919-733-3836). EB3861. EB3861.In addition, the published North Carolina positions EB3861.(NAD 83 (1986)) are NOT consistent with those determined in EB3861.adjacent state readjustments. The discontinuity between stations EB3861.located in North Carolina and those in adjacent states EB3861.which have been adjusted to the HARN may be as much as 5 EB3861.decimeters. This will result in a significant loss of accuracy EB3861.over lines crossing such state borders. EB3861 EB3861 EB3861.The horizontal coordinates were established by classical geodetic methods EB3861.and adjusted by the National Geodetic Survey in April 1991. EB3861 EB3861.The NAVD 88 height was computed by applying the VERTCON shift value to EB3861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3861 EB3861.The Laplace correction was computed from DEFLEC99 derived deflections. EB3861 EB3861.The geoid height was determined by GEOID03. EB3861 EB3861; North East Units Scale Factor Converg. EB3861;SPC NC - 95,796.848 602,971.777 MT 0.99993418 -0 02 30.2 EB3861;SPC NC - 314,293.49 1,978,249.91 sFT 0.99993418 -0 02 30.2 EB3861;UTM 17 - 3,831,877.203 676,741.896 MT 0.99998504 +1 05 43.1 EB3861 EB3861! - Elev Factor x Scale Factor = Combined Factor EB3861!SPC NC - 0.99999931 x 0.99993418 = 0.99993349 EB3861!UTM 17 - 0.99999931 x 0.99998504 = 0.99998435 EB3861 EB3861 SUPERSEDED SURVEY CONTROL EB3861 EB3861 NGVD 29 (04/22/91) 38.4 (m) 126. (f) VERT ANG EB3861 EB3861.Superseded values are not recommended for survey control. EB3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3861.See file dsdata.txt to determine how the superseded data were derived. EB3861 EB3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7674231877(NAD 83) EB3861_MARKER: DE = TRAVERSE STATION DISK EB3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3861_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3861_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3861+STABILITY: SURFACE MOTION EB3861 EB3861 HISTORY - Date Condition Report By EB3861 HISTORY - 1977 MONUMENTED NCGS EB3861 EB3861 STATION DESCRIPTION EB3861 EB3861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3861'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES WEST OF LUMBERTON. EB3861' EB3861'TO REACH STATION FROM THE INTERSECTION OF SR 2499 AND THE OVERPASS OF EB3861'DIVIDED ENTRANCE ROAD INTO LUMBERTON MUNICIPAL AIRPORT, PROCEED EB3861'SOUTHWEST ALONG SR 2499 FOR 0.65 MILE TO STATION ON LEFT IN FRONT YARD EB3861'OF MISSIONARY GOSPEL TABERNACLE CHURCH AND 0.25 MILE NORTHEAST OF EB3861'INTERSECTION WITH SR 2513. EB3861' EB3861'STATION MARK IS A STANDARD DISK STAMPED---GOSPEL 1977---SET IN THE EB3861'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. EB3861'MARK IS 44.3 FEET SOUTH-SOUTHEAST OF CENTERLINE OF SR 2499, 49.3 FEET EB3861'NORTHWEST OF NORTHEAST CORNER OF CHURCH, 48.8 FEET NORTH OF NORTHWEST EB3861'CORNER OF CHURCH, 79.6 FEET WEST OF TELEPHONE POLE PEDESTAL, 117.5 EB3861'FEET EAST-NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 115.2 FEET EB3861'SOUTHWEST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3862 *********************************************************************** EB3862 DESIGNATION - GRAMMER EB3862 PID - EB3862 EB3862 STATE/COUNTY- NC/ROBESON EB3862 USGS QUAD - ROWLAND (1982) EB3862 EB3862 *CURRENT SURVEY CONTROL EB3862 ___________________________________________________________________ EB3862* NAD 83(1986)- 34 35 43.94595(N) 079 15 35.55718(W) ADJUSTED EB3862* NAVD 88 - 44.3 (meters) 145. (feet) VERTCON EB3862 ___________________________________________________________________ EB3862 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB3862 GEOID HEIGHT- -33.05 (meters) GEOID03 EB3862 EB3862 HORZ ORDER - SECOND EB3862 EB3862.The North Carolina HARNS have been completed but, EB3862.due to contractual restrictions, coordinates for these stations EB3862.will NOT be published in the near future. In the interim, the EB3862.published coordinates in North Carolina will not be EB3862.consistent with the Continuously Operating Reference Stations EB3862.(CORS). The HARN coordinates for these stations are available EB3862.upon request. Contact Gary Thompson(919-733-3836). EB3862. EB3862.In addition, the published North Carolina positions EB3862.(NAD 83 (1986)) are NOT consistent with those determined in EB3862.adjacent state readjustments. The discontinuity between stations EB3862.located in North Carolina and those in adjacent states EB3862.which have been adjusted to the HARN may be as much as 5 EB3862.decimeters. This will result in a significant loss of accuracy EB3862.over lines crossing such state borders. EB3862 EB3862 EB3862.The horizontal coordinates were established by classical geodetic methods EB3862.and adjusted by the National Geodetic Survey in April 1991. EB3862 EB3862.The NAVD 88 height was computed by applying the VERTCON shift value to EB3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3862 EB3862.The Laplace correction was computed from DEFLEC99 derived deflections. EB3862 EB3862.The geoid height was determined by GEOID03. EB3862 EB3862; North East Units Scale Factor Converg. EB3862;SPC NC - 93,828.595 585,762.895 MT 0.99993770 -0 08 60.0 EB3862;SPC NC - 307,835.98 1,921,790.43 sFT 0.99993770 -0 08 60.0 EB3862;UTM 17 - 3,829,567.649 659,575.261 MT 0.99991387 +0 59 17.6 EB3862 EB3862! - Elev Factor x Scale Factor = Combined Factor EB3862!SPC NC - 0.99999823 x 0.99993770 = 0.99993593 EB3862!UTM 17 - 0.99999823 x 0.99991387 = 0.99991210 EB3862 EB3862 SUPERSEDED SURVEY CONTROL EB3862 EB3862 NGVD 29 (04/22/91) 44.6 (m) 146. (f) VERT ANG EB3862 EB3862.Superseded values are not recommended for survey control. EB3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3862.See file dsdata.txt to determine how the superseded data were derived. EB3862 EB3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5957529568(NAD 83) EB3862_MARKER: DE = TRAVERSE STATION DISK EB3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3862_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3862_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3862+STABILITY: SURFACE MOTION EB3862 EB3862 HISTORY - Date Condition Report By EB3862 HISTORY - 1977 MONUMENTED NCGS EB3862 EB3862 STATION DESCRIPTION EB3862 EB3862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3862'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES NORTH-NORTHEAST OF EB3862'ROWLAND AND 1.6 MILES SOUTH-SOUTHWEST OF ELROD. EB3862' EB3862'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 EB3862'NORTHWEST OF ROWLAND PROCEED NORTHEAST ALONG NC 710 FOR 4.25 MILES TO EB3862'STATION ON RIGHT AT THE NORTH DRIVE ENTRANCE TO PURVIS SCHOOL GROUNDS. EB3862' EB3862'STATION MARK IS A STANDARD DISK STAMPED---GRAMMER 1977---SET IN THE EB3862'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3862'SURFACE. THE MARK IS 45.8 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 710, EB3862'11.7 FEET NORTHEAST OF CENTERLINE OF NORTH DRIVEWAY, 17.4 FEET SOUTH EB3862'OF TELEPHONE POLE 10 PEDESTAL, 116.7 FEET NORTHWEST OF NORTHWEST EB3862'CORNER OF SCHOOL BUILDING, 8.2 FEET SOUTHEAST OF 36 INCH OAK WITH EB3862'REFERENCE TAG AND 83.9 FEET NORTHEAST OF POWER POLE 1750 WITH EB3862'TRANSFORMER WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2647 *********************************************************************** EB2647 DESIGNATION - GRANTHAM EB2647 PID - EB2647 EB2647 STATE/COUNTY- NC/ROBESON EB2647 USGS QUAD - FAIRMONT (1962) EB2647 EB2647 *CURRENT SURVEY CONTROL EB2647 ___________________________________________________________________ EB2647* NAD 83(1986)- 34 29 26.01587(N) 079 05 38.56947(W) ADJUSTED EB2647* NAVD 88 - 33.30 (+/-2cm) 109.3 (feet) VERTCON EB2647 ___________________________________________________________________ EB2647 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB2647 GEOID HEIGHT- -33.66 (meters) GEOID03 EB2647 EB2647 HORZ ORDER - SECOND EB2647 VERT ORDER - THIRD ? (See Below) EB2647 EB2647.The North Carolina HARNS have been completed but, EB2647.due to contractual restrictions, coordinates for these stations EB2647.will NOT be published in the near future. In the interim, the EB2647.published coordinates in North Carolina will not be EB2647.consistent with the Continuously Operating Reference Stations EB2647.(CORS). The HARN coordinates for these stations are available EB2647.upon request. Contact Gary Thompson(919-733-3836). EB2647. EB2647.In addition, the published North Carolina positions EB2647.(NAD 83 (1986)) are NOT consistent with those determined in EB2647.adjacent state readjustments. The discontinuity between stations EB2647.located in North Carolina and those in adjacent states EB2647.which have been adjusted to the HARN may be as much as 5 EB2647.decimeters. This will result in a significant loss of accuracy EB2647.over lines crossing such state borders. EB2647 EB2647 EB2647.The horizontal coordinates were established by classical geodetic methods EB2647.and adjusted by the National Geodetic Survey in July 1986. EB2647 EB2647.The NAVD 88 height was computed by applying the VERTCON shift value to EB2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2647.The vertical order pertains to the NGVD 29 superseded value. EB2647 EB2647.The Laplace correction was computed from DEFLEC99 derived deflections. EB2647 EB2647.The geoid height was determined by GEOID03. EB2647 EB2647; North East Units Scale Factor Converg. EB2647;SPC NC - 82,156.352 600,963.310 MT 0.99996017 -0 03 15.4 EB2647;SPC NC - 269,541.30 1,971,660.46 sFT 0.99996017 -0 03 15.4 EB2647;SPC SC - 296,297.012 784,634.319 MT 0.99989622 +1 03 24.0 EB2647;SPC SC - 972,103.06 2,574,259.58 iFT 0.99989622 +1 03 24.0 EB2647;UTM 17 - 3,818,199.115 675,004.058 MT 0.99997751 +1 04 46.4 EB2647 EB2647! - Elev Factor x Scale Factor = Combined Factor EB2647!SPC NC - 1.00000006 x 0.99996017 = 0.99996023 EB2647!SPC SC - 1.00000006 x 0.99989622 = 0.99989628 EB2647!UTM 17 - 1.00000006 x 0.99997751 = 0.99997757 EB2647 EB2647: Primary Azimuth Mark Grid Az EB2647:SPC NC - FLOYD 148 30 01.4 EB2647:SPC SC - FLOYD 147 23 22.0 EB2647:UTM 17 - FLOYD 147 21 59.6 EB2647 EB2647|---------------------------------------------------------------------| EB2647| PID Reference Object Distance Geod. Az | EB2647| dddmmss.s | EB2647| EB2646 FLOYD APPROX. 1.3 KM 1482646.0 | EB2647| EB2640 CEM APPROX. 0.5 KM 2991754.0 | EB2647|---------------------------------------------------------------------| EB2647 EB2647 SUPERSEDED SURVEY CONTROL EB2647 EB2647 NAD 27 - 34 29 25.42761(N) 079 05 39.44273(W) AD( ) 2 EB2647 NGVD 29 (07/19/86) 33.61 (m) 110.3 (f) LEVELING 3 EB2647 EB2647.Superseded values are not recommended for survey control. EB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2647.See file dsdata.txt to determine how the superseded data were derived. EB2647 EB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7500418199(NAD 83) EB2647_MARKER: DE = TRAVERSE STATION DISK EB2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2647+STABILITY: SURFACE MOTION EB2647 EB2647 HISTORY - Date Condition Report By EB2647 HISTORY - 1966 MONUMENTED NCGS EB2647 HISTORY - 19890511 MARK NOT FOUND NCGS EB2647 EB2647 STATION DESCRIPTION EB2647 EB2647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2647'GRANTHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2647'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2647' EB2647'GRANTHAM IS 1.15 MILES EAST OF INTERSECTION OF NC 130 AND NC EB2647'41 IN FAIRMONT AND 3.55 MILES WEST OF PROCTORVILLE. TO REACH EB2647'STATION PROCEED FROM INTERSECTION OF NC 41 AND NC 130 IN EB2647'FAIRMONT EAST ALONG NC 130 FOR 1.2 MILES TO THE STATION ON THE EB2647'LEFT ON TOP OF A 6 FOOT CUT WEST OF A SIGN. EB2647' EB2647'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2647'GRANTHAM 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2647'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2647' EB2647'MARK IS EB2647' EB2647'88.2 FT NNE OF PP 16 WITH ALUMINUM REF. TAG EB2647' EB2647'9.6 FT SSE OF TP 18 WITH ALUMINUM REF. TAG EB2647' EB2647'36.2 FT WSW OF 3 INCH POST AT WEST END OF SIGN BOARD WITH EB2647'ALUMINUM REF. TAG EB2647' EB2647'27.7 FT NE OF C/L OF NC 130 EB2647' EB2647'2.0 FT NE OF TOP OF 6 FOOT CUT EB2647 EB2647 STATION RECOVERY (1989) EB2647 EB2647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2647'STATION WAS SEARCHED FOR BUT NOT FOUND. AN INSTRUMENT SEARCH WAS EB2647'PERFORMED BUT NO EVIDENCE OF MARK WAS FOUND. REFERENCES PLACE MARK IN EB2647'A CULTIVATED FIELD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3863 *********************************************************************** EB3863 DESIGNATION - GRAPE EB3863 PID - EB3863 EB3863 STATE/COUNTY- NC/ROBESON EB3863 USGS QUAD - ROWLAND (1982) EB3863 EB3863 *CURRENT SURVEY CONTROL EB3863 ___________________________________________________________________ EB3863* NAD 83(1986)- 34 34 18.39733(N) 079 16 37.16368(W) ADJUSTED EB3863* NAVD 88 - 40.1 (meters) 132. (feet) VERTCON EB3863 ___________________________________________________________________ EB3863 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EB3863 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3863 EB3863 HORZ ORDER - SECOND EB3863 EB3863.The North Carolina HARNS have been completed but, EB3863.due to contractual restrictions, coordinates for these stations EB3863.will NOT be published in the near future. In the interim, the EB3863.published coordinates in North Carolina will not be EB3863.consistent with the Continuously Operating Reference Stations EB3863.(CORS). The HARN coordinates for these stations are available EB3863.upon request. Contact Gary Thompson(919-733-3836). EB3863. EB3863.In addition, the published North Carolina positions EB3863.(NAD 83 (1986)) are NOT consistent with those determined in EB3863.adjacent state readjustments. The discontinuity between stations EB3863.located in North Carolina and those in adjacent states EB3863.which have been adjusted to the HARN may be as much as 5 EB3863.decimeters. This will result in a significant loss of accuracy EB3863.over lines crossing such state borders. EB3863 EB3863 EB3863.The horizontal coordinates were established by classical geodetic methods EB3863.and adjusted by the National Geodetic Survey in April 1991. EB3863 EB3863.The NAVD 88 height was computed by applying the VERTCON shift value to EB3863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3863 EB3863.The Laplace correction was computed from DEFLEC99 derived deflections. EB3863 EB3863.The geoid height was determined by GEOID03. EB3863 EB3863; North East Units Scale Factor Converg. EB3863;SPC NC - 91,196.852 584,185.789 MT 0.99994250 -0 09 35.5 EB3863;SPC NC - 299,201.67 1,916,616.21 sFT 0.99994250 -0 09 35.5 EB3863;UTM 17 - 3,826,905.181 658,050.778 MT 0.99990790 +0 58 40.5 EB3863 EB3863! - Elev Factor x Scale Factor = Combined Factor EB3863!SPC NC - 0.99999890 x 0.99994250 = 0.99994140 EB3863!UTM 17 - 0.99999890 x 0.99990790 = 0.99990680 EB3863 EB3863 SUPERSEDED SURVEY CONTROL EB3863 EB3863 NGVD 29 (04/22/91) 40.4 (m) 133. (f) VERT ANG EB3863 EB3863.Superseded values are not recommended for survey control. EB3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3863.See file dsdata.txt to determine how the superseded data were derived. EB3863 EB3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5805126905(NAD 83) EB3863_MARKER: DE = TRAVERSE STATION DISK EB3863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3863_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3863_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3863+STABILITY: SURFACE MOTION EB3863 EB3863 HISTORY - Date Condition Report By EB3863 HISTORY - 1977 MONUMENTED NCGS EB3863 EB3863 STATION DESCRIPTION EB3863 EB3863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3863'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH-NORTHEAST OF EB3863'ROWLAND AND 3.5 MILES SOUTH-SOUTHWEST OF ELROD. EB3863' EB3863'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 EB3863'NORTHWEST OF ROWLAND PROCEED NORTHEAST ALONG NC 710 FOR 2.3 MILES TO EB3863'STATION IN RIGHT SHOULDER AND 0.3 MILE SOUTHWEST OF INTERSECTION WITH EB3863'SR 1143 LEADING EAST. EB3863' EB3863'STATION MARK IS A STANDARD DISK STAMPED---GRAPE 1977---SET IN THE TOP EB3863'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. THE EB3863'MARK IS 166.6 FEET SUTHEAST OF CENTERLINE OF NC 710, 97.7 FEET EB3863'SOUTHWEST OF EAST END OF CULVERT UNDER HIGHWAY, 111.1 FEET EB3863'SOUTH-SOUTHWEST OF WEST END OF CULVERT UNDER HIGHWAY, 149.0 FEET EB3863'NORTHEAST OF POWER POLE 1463 WITH REFERENCE TAG AND 126.6 FEET EB3863'SOUTHEAST OF A 10 INCH CHERRY TREE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2580 *********************************************************************** EB2580 DESIGNATION - GREEN EB2580 PID - EB2580 EB2580 STATE/COUNTY- NC/ROBESON EB2580 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2580 EB2580 *CURRENT SURVEY CONTROL EB2580 ___________________________________________________________________ EB2580* NAD 83(1986)- 34 38 48.61777(N) 079 00 49.51358(W) ADJUSTED EB2580* NAVD 88 - 44.708 (meters) 146.68 (feet) ADJUSTED EB2580 ___________________________________________________________________ EB2580 LAPLACE CORR- -5.49 (seconds) DEFLEC99 EB2580 GEOID HEIGHT- -33.88 (meters) GEOID03 EB2580 DYNAMIC HT - 44.665 (meters) 146.54 (feet) COMP EB2580 MODELED GRAV- 979,663.9 (mgal) NAVD 88 EB2580 EB2580 HORZ ORDER - SECOND EB2580 VERT ORDER - SECOND CLASS II EB2580 EB2580.The North Carolina HARNS have been completed but, EB2580.due to contractual restrictions, coordinates for these stations EB2580.will NOT be published in the near future. In the interim, the EB2580.published coordinates in North Carolina will not be EB2580.consistent with the Continuously Operating Reference Stations EB2580.(CORS). The HARN coordinates for these stations are available EB2580.upon request. Contact Gary Thompson(919-733-3836). EB2580. EB2580.In addition, the published North Carolina positions EB2580.(NAD 83 (1986)) are NOT consistent with those determined in EB2580.adjacent state readjustments. The discontinuity between stations EB2580.located in North Carolina and those in adjacent states EB2580.which have been adjusted to the HARN may be as much as 5 EB2580.decimeters. This will result in a significant loss of accuracy EB2580.over lines crossing such state borders. EB2580 EB2580 EB2580.The horizontal coordinates were established by classical geodetic methods EB2580.and adjusted by the National Geodetic Survey in July 1986. EB2580 EB2580.The orthometric height was determined by differential leveling EB2580.and adjusted by the National Geodetic Survey in October 1999. EB2580 EB2580.The Laplace correction was computed from DEFLEC99 derived deflections. EB2580 EB2580.The geoid height was determined by GEOID03. EB2580 EB2580.The dynamic height is computed by dividing the NAVD 88 EB2580.geopotential number by the normal gravity value computed on the EB2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2580.degrees latitude (g = 980.6199 gals.). EB2580 EB2580.The modeled gravity was interpolated from observed gravity values. EB2580 EB2580; North East Units Scale Factor Converg. EB2580;SPC NC - 99,487.741 608,340.384 MT 0.99992793 -0 00 28.6 EB2580;SPC NC - 326,402.70 1,995,863.41 sFT 0.99992793 -0 00 28.6 EB2580;UTM 17 - 3,835,674.171 682,036.538 MT 1.00000845 +1 07 46.3 EB2580 EB2580! - Elev Factor x Scale Factor = Combined Factor EB2580!SPC NC - 0.99999830 x 0.99992793 = 0.99992623 EB2580!UTM 17 - 0.99999830 x 1.00000845 = 1.00000675 EB2580 EB2580: Primary Azimuth Mark Grid Az EB2580:SPC NC - KATY 216 15 19.6 EB2580:UTM 17 - KATY 215 07 04.7 EB2580 EB2580|---------------------------------------------------------------------| EB2580| PID Reference Object Distance Geod. Az | EB2580| dddmmss.s | EB2580| EB2581 KATY APPROX. 1.8 KM 2161451.0 | EB2580|---------------------------------------------------------------------| EB2580 EB2580 SUPERSEDED SURVEY CONTROL EB2580 EB2580 NAD 27 - 34 38 48.02830(N) 079 00 50.39280(W) AD( ) 2 EB2580 NGVD 29 (07/19/86) 45.04 (m) 147.8 (f) LEVELING 3 EB2580 EB2580.Superseded values are not recommended for survey control. EB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2580.See file dsdata.txt to determine how the superseded data were derived. EB2580 EB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8203735674(NAD 83) EB2580_MARKER: DE = TRAVERSE STATION DISK EB2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2580_STAMPING: GREEN 1965 EB2580_MARK LOGO: NCGS EB2580_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2580+STABILITY: SURFACE MOTION EB2580 EB2580 HISTORY - Date Condition Report By EB2580 HISTORY - 1965 MONUMENTED NCGS EB2580 HISTORY - 1977 GOOD NCGS EB2580 HISTORY - 19881228 GOOD NCGS EB2580 EB2580 STATION DESCRIPTION EB2580 EB2580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2580'GREEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2580'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2580' EB2580'GREEN IS 1.8 MILES NNW OF LUMBERTON. LOCATED 1.6 MILES S EB2580'ALONG I 95 FROM BRIDGE ON OLD U.S. 301 OVER I 95. 1.4 MILES EB2580'NE OF BRIDGE OVER LUMBER RIVER. AND AT THE NW CORNER OF EB2580'BRIDGE ON NC 211 OVER I 95. EB2580' EB2580'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2580'GREEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2580'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EB2580' EB2580'MARK IS EB2580' EB2580'16.8 FT N OF C/L OF NC 211 EB2580' EB2580'7.3 FT NW OF CURB AT NW END OF BRIDGE EB2580' EB2580'14.5 FT NW OF NW BRIDGE ABUTMENT EB2580' EB2580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2580 EB2580 STATION RECOVERY (1977) EB2580 EB2580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2580'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2580'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2580' EB2580'THE STATION IS 17.2 FEET NORTHEAST OF CENTERLINE OF NC 211 AND 54.9 EB2580'FEET NORTH-NORTHEAST OF A POWER POLE WITH REFERENCE TAG. EB2580 EB2580 STATION RECOVERY (1988) EB2580 EB2580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB2580'IN NORTHWEST LUMBERTON AT THE NORTHWEST CORNER OF THE BRIDGE ON NC EB2580'211 OVER I 95, BETWEEN THE EDGE OF THE PAVEMENT AND THE GUARD RAIL. EB2580'MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED 4 INCHES BELOW GROUND. EB2580'LOCATED 17.2 FT (5.2 M) NORTHEAST OF THE CENTERLINE OF NC 211, 7.3 FT EB2580'(2.2 M) NORTHWEST OF THE CURB AT THE NORTHWEST END OF THE BRIDGE, 14.5 EB2580'FT (4.4 M) NORTHWEST OF THE NORTHWEST BRIDGE ABUTMENT, AND 54.9 FT EB2580'(16.7 M) NORTH-NORTHEAST OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2538 *********************************************************************** EB2538 DESIGNATION - GULF EB2538 PID - EB2538 EB2538 STATE/COUNTY- NC/ROBESON EB2538 USGS QUAD - SAINT PAULS (1986) EB2538 EB2538 *CURRENT SURVEY CONTROL EB2538 ___________________________________________________________________ EB2538* NAD 83(1986)- 34 52 00.48518(N) 078 58 29.81213(W) ADJUSTED EB2538* NAVD 88 - 46.7 (meters) 153. (feet) VERTCON EB2538 ___________________________________________________________________ EB2538 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EB2538 GEOID HEIGHT- -33.54 (meters) GEOID03 EB2538 EB2538 HORZ ORDER - SECOND EB2538 EB2538.The North Carolina HARNS have been completed but, EB2538.due to contractual restrictions, coordinates for these stations EB2538.will NOT be published in the near future. In the interim, the EB2538.published coordinates in North Carolina will not be EB2538.consistent with the Continuously Operating Reference Stations EB2538.(CORS). The HARN coordinates for these stations are available EB2538.upon request. Contact Gary Thompson(919-733-3836). EB2538. EB2538.In addition, the published North Carolina positions EB2538.(NAD 83 (1986)) are NOT consistent with those determined in EB2538.adjacent state readjustments. The discontinuity between stations EB2538.located in North Carolina and those in adjacent states EB2538.which have been adjusted to the HARN may be as much as 5 EB2538.decimeters. This will result in a significant loss of accuracy EB2538.over lines crossing such state borders. EB2538 EB2538 EB2538.The horizontal coordinates were established by classical geodetic methods EB2538.and adjusted by the National Geodetic Survey in July 1986. EB2538 EB2538.The NAVD 88 height was computed by applying the VERTCON shift value to EB2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2538 EB2538.The Laplace correction was computed from DEFLEC99 derived deflections. EB2538 EB2538.The geoid height was determined by GEOID03. EB2538 EB2538; North East Units Scale Factor Converg. EB2538;SPC NC - 123,887.616 611,891.648 MT 0.99989502 +0 00 52.1 EB2538;SPC NC - 406,454.62 2,007,514.52 sFT 0.99989502 +0 00 52.1 EB2538;UTM 17 - 3,860,142.467 685,101.771 MT 1.00002230 +1 09 28.8 EB2538 EB2538! - Elev Factor x Scale Factor = Combined Factor EB2538!SPC NC - 0.99999793 x 0.99989502 = 0.99989295 EB2538!UTM 17 - 0.99999793 x 1.00002230 = 1.00002023 EB2538 EB2538: Primary Azimuth Mark Grid Az EB2538:SPC NC - RUTH 354 08 52.1 EB2538:UTM 17 - RUTH 353 00 15.4 EB2538 EB2538|---------------------------------------------------------------------| EB2538| PID Reference Object Distance Geod. Az | EB2538| dddmmss.s | EB2538| EB2537 MARSH 302.563 METERS 18737 | EB2538| EB2539 RUTH APPROX. 0.7 KM 3540944.2 | EB2538|---------------------------------------------------------------------| EB2538 EB2538 SUPERSEDED SURVEY CONTROL EB2538 EB2538 NAD 27 - 34 51 59.89649(N) 078 58 30.70663(W) AD( ) 2 EB2538 NGVD 29 (07/19/86) 47.0 (m) 154. (f) VERT ANG EB2538 EB2538.Superseded values are not recommended for survey control. EB2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2538.See file dsdata.txt to determine how the superseded data were derived. EB2538 EB2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8510260142(NAD 83) EB2538_MARKER: DE = TRAVERSE STATION DISK EB2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2538_STAMPING: GULF 1969 EB2538_MARK LOGO: NCGS EB2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2538+STABILITY: SURFACE MOTION EB2538 EB2538 HISTORY - Date Condition Report By EB2538 HISTORY - 1969 MONUMENTED NCGS EB2538 HISTORY - 1971 POOR NGS EB2538 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2538 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2538 EB2538 STATION DESCRIPTION EB2538 EB2538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2538'GULF IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2538'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2538' EB2538'GULF IS LOCATED APPROXIMATELY 3.2 MILES EAST OF PARKTON AND 4.1 MILES EB2538'NORTHWEST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2538'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES NORTHWEST EB2538'OF ST. PAULS, GO NORTHWEST ON US 301 FOR 2.4 MILES TO INTERSECTION EB2538'OF US 301 AND SR 1979. STATION IS NEAR THE NORTHEAST QUADRANT OF EB2538'THE INTERSECTION, AND 1.2 MILES SOUTHEAST OF INTERSECTION OF US EB2538'301 AND SR 1723. EB2538' EB2538'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GULF EB2538'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2538'FLUSH WITH THE SURFACE OF THE GROUND. EB2538' EB2538'MARK IS EB2538' EB2538'23.8 FEET E OF C/L OF US 301. EB2538'19.3 FEET N OF C/L OF SR 1979. EB2538'14.0 FEET WNW OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2538'49.9 FEET NW OF DEAD END ROAD SIGN POST WITH ALUMINUM REF. TAG. EB2538'131.5 FEET SSE OF TP NO. 123, WITH ALUMINUM REF. TAG. EB2538'47.4 FEET E OF MILEAGE SIGN POST WITH ALUMINUM REF. TAG. EB2538 EB2538 STATION RECOVERY (1971) EB2538 EB2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) EB2538'TOP OF MARK WAS FOUND BROKEN OFF, PROBABLY BY ROAD GRADER AS MARK IS EB2538'IN SHOULDER OF ROAD. ALL REFERENCES WERE RECOVERED EXCEPT STOP SIGN EB2538'POST WITH ALUMINUM REFERENCE TAG 14.0 FEET FROM STATION HAS BEEN EB2538'REPLACED. EB2538' EB2538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES EAST EB2538'OF PARKTON. EB2538 EB2538 STATION RECOVERY (1995) EB2538 EB2538'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2538'MARK NOT FOUND. EB2538 EB2538 STATION RECOVERY (2004) EB2538 EB2538'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJS) EB2538'ROADWORK HAS PROBABLY COVERED THE MARK 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3864. EB3864.In addition, the published North 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 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;SPC NC - 366,963.22 1,935,988.72 sFT 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 = OCTOBER 5, 2005 EB2535 *********************************************************************** EB2535 DESIGNATION - HAGGIN EB2535 PID - EB2535 EB2535 STATE/COUNTY- NC/ROBESON EB2535 USGS QUAD - SAINT PAULS (1986) EB2535 EB2535 *CURRENT SURVEY CONTROL EB2535 ___________________________________________________________________ EB2535* NAD 83(1986)- 34 51 15.46854(N) 078 58 46.62937(W) ADJUSTED EB2535* NAVD 88 - 53.5 (meters) 176. (feet) VERTCON EB2535 ___________________________________________________________________ EB2535 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB2535 GEOID HEIGHT- -33.55 (meters) GEOID03 EB2535 EB2535 HORZ ORDER - SECOND EB2535 EB2535.The North Carolina HARNS have been completed but, EB2535.due to contractual restrictions, coordinates for these stations EB2535.will NOT be published in the near future. In the interim, the EB2535.published coordinates in North Carolina will not be EB2535.consistent with the Continuously Operating Reference Stations EB2535.(CORS). The HARN coordinates for these stations are available EB2535.upon request. Contact Gary Thompson(919-733-3836). EB2535. EB2535.In addition, the published North Carolina positions EB2535.(NAD 83 (1986)) are NOT consistent with those determined in EB2535.adjacent state readjustments. The discontinuity between stations EB2535.located in North Carolina and those in adjacent states EB2535.which have been adjusted to the HARN may be as much as 5 EB2535.decimeters. This will result in a significant loss of accuracy EB2535.over lines crossing such state borders. EB2535 EB2535 EB2535.The horizontal coordinates were established by classical geodetic methods EB2535.and adjusted by the National Geodetic Survey in July 1986. EB2535 EB2535.The NAVD 88 height was computed by applying the VERTCON shift value to EB2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2535 EB2535.The Laplace correction was computed from DEFLEC99 derived deflections. EB2535 EB2535.The geoid height was determined by GEOID03. EB2535 EB2535; North East Units Scale Factor Converg. EB2535;SPC NC - 122,500.425 611,464.839 MT 0.99989650 +0 00 42.3 EB2535;SPC NC - 401,903.48 2,006,114.23 sFT 0.99989650 +0 00 42.3 EB2535;UTM 17 - 3,858,746.860 684,702.677 MT 1.00002048 +1 09 17.8 EB2535 EB2535! - Elev Factor x Scale Factor = Combined Factor EB2535!SPC NC - 0.99999687 x 0.99989650 = 0.99989337 EB2535!UTM 17 - 0.99999687 x 1.00002048 = 1.00001735 EB2535 EB2535|---------------------------------------------------------------------| EB2535| PID Reference Object Distance Geod. Az | EB2535| dddmmss.s | EB2535| EB2536 SESSOME 345.494 METERS 00643 | EB2535|---------------------------------------------------------------------| EB2535 EB2535 SUPERSEDED SURVEY CONTROL EB2535 EB2535 NAD 27 - 34 51 14.88158(N) 078 58 47.52263(W) AD( ) 2 EB2535 NGVD 29 (07/19/86) 53.8 (m) 177. (f) VERT ANG EB2535 EB2535.Superseded values are not recommended for survey control. EB2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2535.See file dsdata.txt to determine how the superseded data were derived. EB2535 EB2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8470358747(NAD 83) EB2535_MARKER: DE = TRAVERSE STATION DISK EB2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2535_STAMPING: HAGGIN 1969 EB2535_MARK LOGO: NCGS EB2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2535+STABILITY: SURFACE MOTION EB2535 EB2535 HISTORY - Date Condition Report By EB2535 HISTORY - 1969 MONUMENTED NCGS EB2535 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2535 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2535 EB2535 STATION DESCRIPTION EB2535 EB2535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2535'HAGGIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2535'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2535' EB2535'HAGGIN IS LOCATED APPROXIMATELY 3.2 MILES NORTHWEST OF ST. PAULS AND EB2535'3.75 MILES EAST OF PARKTON. TO REACH STATION PROCEED FROM THE EB2535'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES NORTHWEST EB2535'OF ST. PAULS, GO NORTHWEST ON US 301 FOR 1.45 MILES TO STATION ON EB2535'LEFT, NEAR SOUTHWEST QUADRANT OF INTERSECTION OF US 301 AND SR EB2535'1726. EB2535' EB2535'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HAGGIN EB2535'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2535'INCH BELOW THE SURFACE OF THE GROUND. EB2535' EB2535'MARK IS EB2535' EB2535'32.3 FEET WNW OF C/L OF US 301. EB2535'27.9 FEET SW OF C/L OF SR 1726. EB2535'64.8 FEET N OF US 301 SIGN POST WITH ALUMINUM REF. TAG. EB2535'4.8 FEET SE OF MILEAGE SIGN POST WITH ALUMINUM REF. TAG. EB2535'76.4 FEET NNW OF TP NO. 144 WITH ALUMINUM REF. TAG. EB2535'19.9 FEET SE OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2535'71.5 FEET W OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2535 EB2535 STATION RECOVERY (1995) EB2535 EB2535'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2535'MARK NOT FOUND. EB2535 EB2535 STATION RECOVERY (2004) EB2535 EB2535'RECOVERY NOTE BY US POWER SQUADRON 2004 (RC) EB2535'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2514 *********************************************************************** EB2514 DESIGNATION - HAIRR EB2514 PID - EB2514 EB2514 STATE/COUNTY- NC/ROBESON EB2514 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2514 EB2514 *CURRENT SURVEY CONTROL EB2514 ___________________________________________________________________ EB2514* NAD 83(1986)- 34 35 08.92806(N) 078 53 16.07706(W) ADJUSTED EB2514* NAVD 88 - 33.5 (meters) 110. (feet) VERTCON EB2514 ___________________________________________________________________ EB2514 LAPLACE CORR- -2.93 (seconds) DEFLEC99 EB2514 GEOID HEIGHT- -34.27 (meters) GEOID03 EB2514 EB2514 HORZ ORDER - SECOND EB2514 EB2514.The North Carolina HARNS have been completed but, EB2514.due to contractual restrictions, coordinates for these stations EB2514.will NOT be published in the near future. In the interim, the EB2514.published coordinates in North Carolina will not be EB2514.consistent with the Continuously Operating Reference Stations EB2514.(CORS). The HARN coordinates for these stations are available EB2514.upon request. Contact Gary Thompson(919-733-3836). EB2514. EB2514.In addition, the published North Carolina positions EB2514.(NAD 83 (1986)) are NOT consistent with those determined in EB2514.adjacent state readjustments. The discontinuity between stations EB2514.located in North Carolina and those in adjacent states EB2514.which have been adjusted to the HARN may be as much as 5 EB2514.decimeters. This will result in a significant loss of accuracy EB2514.over lines crossing such state borders. EB2514 EB2514 EB2514.The horizontal coordinates were established by classical geodetic methods EB2514.and adjusted by the National Geodetic Survey in July 1986. EB2514 EB2514.The NAVD 88 height was computed by applying the VERTCON shift value to EB2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2514 EB2514.The Laplace correction was computed from DEFLEC99 derived deflections. EB2514 EB2514.The geoid height was determined by GEOID03. EB2514 EB2514; North East Units Scale Factor Converg. EB2514;SPC NC - 92,724.208 619,894.547 MT 0.99993964 +0 03 53.1 EB2514;SPC NC - 304,212.67 2,033,770.69 sFT 0.99993964 +0 03 53.1 EB2514;UTM 17 - 3,829,140.381 693,723.714 MT 1.00006259 +1 11 57.6 EB2514 EB2514! - Elev Factor x Scale Factor = Combined Factor EB2514!SPC NC - 1.00000012 x 0.99993964 = 0.99993976 EB2514!UTM 17 - 1.00000012 x 1.00006259 = 1.00006271 EB2514 EB2514: Primary Azimuth Mark Grid Az EB2514:SPC NC - OSBORNE 102 08 01.4 EB2514:UTM 17 - OSBORNE 100 59 56.9 EB2514 EB2514|---------------------------------------------------------------------| EB2514| PID Reference Object Distance Geod. Az | EB2514| dddmmss.s | EB2514| EB2515 OSBORNE APPROX. 0.8 KM 1021154.5 | EB2514| EB2513 ALLENTON RM 3 AZIMUTH APPROX. 2.9 KM 2812045.8 | EB2514|---------------------------------------------------------------------| EB2514 EB2514 SUPERSEDED SURVEY CONTROL EB2514 EB2514 NAD 27 - 34 35 08.32638(N) 078 53 16.97444(W) AD( ) 2 EB2514 NGVD 29 (07/19/86) 33.8 (m) 111. (f) VERT ANG EB2514 EB2514.Superseded values are not recommended for survey control. EB2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2514.See file dsdata.txt to determine how the superseded data were derived. EB2514 EB2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9372429140(NAD 83) EB2514_MARKER: DE = TRAVERSE STATION DISK EB2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2514_STAMPING: HAIRR 1973 EB2514_MARK LOGO: NCGS EB2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2514+STABILITY: SURFACE MOTION EB2514 EB2514 HISTORY - Date Condition Report By EB2514 HISTORY - 1973 MONUMENTED NCGS EB2514 HISTORY - 19950522 GOOD USPSQD EB2514 EB2514 STATION DESCRIPTION EB2514 EB2514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2514'HAIRR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2514'VICINITY OF LUMBERTON, NORTH CAROLINA. EB2514' EB2514'HAIRR IS LOCATED APPROXIMATELY 2.2 MILES EAST OF ALLENTON COMMUNITY, EB2514'AND 7.2 MILES ESE OF LUMBERTON. TO REACH STATION FROM INTERSECTION EB2514'OF NC 211 WITH SR 1002 AT ALLENTON CROSSROADS. PROCEED EAST ALONG EB2514'NC 211 FOR 2.3 MILES TO INTERSECTION WITH SR 2100, AND STATION IN NW EB2514'QUADRANT, AND APPROXIMATELY 200 FEET SOUTH OF HAIRRS BRICK EB2514'RESIDENCE. EB2514' EB2514'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HAIRR EB2514'1973, SET IN THE TOP OF A CONCRETE CYLINDER, FLUSH WITH THE SURFACE EB2514'OF THE GROUND. EB2514' EB2514'MARK IS EB2514' EB2514'30.6 FEET NNE OF C/L OF NC 211. EB2514'69.6 FEET WNW THE SOUTH END OF NORTH ASPALT TRAFFIC ISLAND OF SR EB2514'2100. 72.7 FEET NNW OF THE NORTH END OF SOUTH ASPHALT TRAFFIC ISLAND EB2514'OF SR 2100. EB2514'3.0 FEET S OF A 3 INCH FENCE POST W/ALUMINUM REF. TAG. EB2514'20.0 FEET ESE OF A 3 INCH FENCE POST W/ALUMINUM REF. TAG. EB2514 EB2514 STATION RECOVERY (1995) EB2514 EB2514'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2514'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2648 *********************************************************************** EB2648 DESIGNATION - HALSEY EB2648 PID - EB2648 EB2648 STATE/COUNTY- NC/ROBESON EB2648 USGS QUAD - FAIRMONT (1962) EB2648 EB2648 *CURRENT SURVEY CONTROL EB2648 ___________________________________________________________________ EB2648* NAD 83(1986)- 34 29 14.40649(N) 079 06 54.48074(W) ADJUSTED EB2648* NAVD 88 - 38.31 (+/-2cm) 125.7 (feet) VERTCON EB2648 ___________________________________________________________________ EB2648 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EB2648 GEOID HEIGHT- -33.59 (meters) GEOID03 EB2648 EB2648 HORZ ORDER - SECOND EB2648 VERT ORDER - THIRD ? (See Below) EB2648 EB2648.The North Carolina HARNS have been completed but, EB2648.due to contractual restrictions, coordinates for these stations EB2648.will NOT be published in the near future. In the interim, the EB2648.published coordinates in North Carolina will not be EB2648.consistent with the Continuously Operating Reference Stations EB2648.(CORS). The HARN coordinates for these stations are available EB2648.upon request. Contact Gary Thompson(919-733-3836). EB2648. EB2648.In addition, the published North Carolina positions EB2648.(NAD 83 (1986)) are NOT consistent with those determined in EB2648.adjacent state readjustments. The discontinuity between stations EB2648.located in North Carolina and those in adjacent states EB2648.which have been adjusted to the HARN may be as much as 5 EB2648.decimeters. This will result in a significant loss of accuracy EB2648.over lines crossing such state borders. EB2648 EB2648 EB2648.The horizontal coordinates were established by classical geodetic methods EB2648.and adjusted by the National Geodetic Survey in July 1986. EB2648 EB2648.The NAVD 88 height was computed by applying the VERTCON shift value to EB2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2648.The vertical order pertains to the NGVD 29 superseded value. EB2648 EB2648.The Laplace correction was computed from DEFLEC99 derived deflections. EB2648 EB2648.The geoid height was determined by GEOID03. EB2648 EB2648; North East Units Scale Factor Converg. EB2648;SPC NC - 81,800.673 599,026.175 MT 0.99996091 -0 03 59.2 EB2648;SPC NC - 268,374.37 1,965,305.04 sFT 0.99996091 -0 03 59.2 EB2648;SPC SC - 295,903.859 782,704.570 MT 0.99989541 +1 02 41.9 EB2648;SPC SC - 970,813.19 2,567,928.38 iFT 0.99989541 +1 02 41.9 EB2648;UTM 17 - 3,817,805.166 673,074.316 MT 0.99996923 +1 04 03.1 EB2648 EB2648! - Elev Factor x Scale Factor = Combined Factor EB2648!SPC NC - 0.99999926 x 0.99996091 = 0.99996017 EB2648!SPC SC - 0.99999926 x 0.99989541 = 0.99989467 EB2648!UTM 17 - 0.99999926 x 0.99996923 = 0.99996849 EB2648 EB2648|---------------------------------------------------------------------| EB2648| PID Reference Object Distance Geod. Az | EB2648| dddmmss.s | EB2648| EB2659 SQUARE 362.572 METERS 17820 | EB2648|---------------------------------------------------------------------| EB2648 EB2648 SUPERSEDED SURVEY CONTROL EB2648 EB2648 NAD 27 - 34 29 13.81937(N) 079 06 55.35250(W) AD( ) 2 EB2648 NGVD 29 (07/19/86) 38.61 (m) 126.7 (f) LEVELING 3 EB2648 EB2648.Superseded values are not recommended for survey control. EB2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2648.See file dsdata.txt to determine how the superseded data were derived. EB2648 EB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7307417805(NAD 83) EB2648_MARKER: DE = TRAVERSE STATION DISK EB2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2648+STABILITY: SURFACE MOTION EB2648 EB2648 HISTORY - Date Condition Report By EB2648 HISTORY - 1966 MONUMENTED NCGS EB2648 HISTORY - 19890511 MARK NOT FOUND NCGS EB2648 EB2648 STATION DESCRIPTION EB2648 EB2648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2648'HALSEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2648'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2648' EB2648'HALSEY IS 0.6 MILES SOUTH OF INTERSECTION OF NC 41 AND NC 130 EB2648'IN FAIRMONT AND 0.25 MILES NORTH OF INTERSECTION OF NC 41 AND EB2648'NC 130 BYPASS. TO REACH STATION PROCEED FROM INTERSECTION EB2648'OF NC 41 AND NC 130 IN FAIRMONT SOUTH ALONG NC 41 FOR 0.65 EB2648'MILES TO THE STATION ON RIGHT IN THE NORTHWEST QUADRANT OF THE EB2648'INTERSECTION OF NC 41 AND HALSEY STREET. EB2648' EB2648'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2648'HALSEY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2648'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2648' EB2648'MARK IS EB2648' EB2648'10.9 FT E OF PP 63 WITH ALUMINUM REF. TAG EB2648' EB2648'5.1 FT E OF FIRE HYDRANT EB2648' EB2648'19.4 FT N OF C/L OF HALSEY ST. EB2648' EB2648'22.4 FT W OF C/L OF NC 41 EB2648' EB2648'51.1 FT NNE OF 8 INCH CEDAR TREE WITH ALUMINUM REF. TAG EB2648' EB2648'22.2 FT E OF 8 INCH TWIN PINE EB2648 EB2648 STATION RECOVERY (1989) EB2648 EB2648'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2648'STREET HAS BEEN WIDENED TO 4 LANES WITH CURB AND GUTTERING--REFERENCES EB2648'PLACE MARK IN THE PAVEMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2748 *********************************************************************** EB2748 DESIGNATION - HAMMOND EB2748 PID - EB2748 EB2748 STATE/COUNTY- NC/ROBESON EB2748 USGS QUAD - DILLON EAST (1982) EB2748 EB2748 *CURRENT SURVEY CONTROL EB2748 ___________________________________________________________________ EB2748* NAD 83(1986)- 34 30 00.29821(N) 079 15 26.01234(W) ADJUSTED EB2748* NAVD 88 - 47.08 (+/-2cm) 154.5 (feet) VERTCON EB2748 ___________________________________________________________________ EB2748 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EB2748 GEOID HEIGHT- -33.16 (meters) GEOID03 EB2748 EB2748 HORZ ORDER - FIRST EB2748 VERT ORDER - THIRD ? (See Below) EB2748 EB2748.The North Carolina HARNS have been completed but, EB2748.due to contractual restrictions, coordinates for these stations EB2748.will NOT be published in the near future. In the interim, the EB2748.published coordinates in North Carolina will not be EB2748.consistent with the Continuously Operating Reference Stations EB2748.(CORS). The HARN coordinates for these stations are available EB2748.upon request. Contact Gary Thompson(919-733-3836). EB2748. EB2748.In addition, the published North Carolina positions EB2748.(NAD 83 (1986)) are NOT consistent with those determined in EB2748.adjacent state readjustments. The discontinuity between stations EB2748.located in North Carolina and those in adjacent states EB2748.which have been adjusted to the HARN may be as much as 5 EB2748.decimeters. This will result in a significant loss of accuracy EB2748.over lines crossing such state borders. EB2748 EB2748 EB2748.The horizontal coordinates were established by classical geodetic methods EB2748.and adjusted by the National Geodetic Survey in July 1986. EB2748 EB2748.The NAVD 88 height was computed by applying the VERTCON shift value to EB2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2748.The vertical order pertains to the NGVD 29 superseded value. EB2748 EB2748.The Laplace correction was computed from DEFLEC99 derived deflections. EB2748 EB2748.The geoid height was determined by GEOID03. EB2748 EB2748; North East Units Scale Factor Converg. EB2748;SPC NC - 83,239.207 585,978.663 MT 0.99995799 -0 08 54.5 EB2748;SPC NC - 273,093.96 1,922,498.33 sFT 0.99995799 -0 08 54.5 EB2748;SPC SC - 297,088.601 769,632.393 MT 0.99989861 +0 57 58.3 EB2748;SPC SC - 974,700.13 2,525,040.66 iFT 0.99989861 +0 57 58.3 EB2748;UTM 17 - 3,818,984.976 660,001.099 MT 0.99991555 +0 59 14.4 EB2748 EB2748! - Elev Factor x Scale Factor = Combined Factor EB2748!SPC NC - 0.99999781 x 0.99995799 = 0.99995580 EB2748!SPC SC - 0.99999781 x 0.99989861 = 0.99989643 EB2748!UTM 17 - 0.99999781 x 0.99991555 = 0.99991337 EB2748 EB2748: Primary Azimuth Mark Grid Az EB2748:SPC NC - HAMMOND RM 1 AZIMUTH 155 59 35.7 EB2748:SPC SC - HAMMOND RM 1 AZIMUTH 154 52 42.9 EB2748:UTM 17 - HAMMOND RM 1 AZIMUTH 154 51 26.8 EB2748 EB2748|---------------------------------------------------------------------| EB2748| PID Reference Object Distance Geod. Az | EB2748| dddmmss.s | EB2748| EB3329 HAMMOND RM 1 AZIMUTH 1555041.2 | EB2748| EB3330 HAMMOND RM 2 25.946 METERS 17057 | EB2748| EB2749 DILLON OIL CO TALL BLACK TANK APPROX.13.6 KM 2295359.4 | EB2748| EB2752 HAMER CAROLINA TEXTILE CO STK APPROX. 7.0 KM 2520112.5 | EB2748| EB2751 HAMER CAROLINA TEXTILE CO TK APPROX. 7.1 KM 2520943.6 | EB2748| EB3331 HAMMOND RM 3 34.277 METERS 29729 | EB2748| EB2621 ROWLAND MUNICIPAL TANK APPROX. 5.7 KM 3242830.9 | EB2748|---------------------------------------------------------------------| EB2748 EB2748 SUPERSEDED SURVEY CONTROL EB2748 EB2748 NAD 27 - 34 29 59.71000(N) 079 15 26.86700(W) AD( ) 1 EB2748 NGVD 29 (07/19/86) 47.38 (m) 155.4 (f) LEVELING 3 EB2748 EB2748.Superseded values are not recommended for survey control. EB2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2748.See file dsdata.txt to determine how the superseded data were derived. EB2748 EB2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6000118985(NAD 83) EB2748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2748_STAMPING: MAMMOND 1933 EB2748_MARK LOGO: CGS EB2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2748+STABILITY: SURFACE MOTION EB2748 EB2748 HISTORY - Date Condition Report By EB2748 HISTORY - 1933 MONUMENTED CGS EB2748 HISTORY - 1943 GOOD USE EB2748 HISTORY - 1977 GOOD NCGS EB2748 EB2748 STATION DESCRIPTION EB2748 EB2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2748'ABOUT 3 MILES AIRLINE EAST SOUTHEAST OF ROWLAND, ON THE PROPERTY OF EB2748'MR. J. HAMMOND. TO REACH FROM INTERSECTION OF UNITED STATES ROUTE EB2748'301 AND NORTH CAROLINA ROUTE 71 IN ROWLAND GO EAST 3.35 MILES ON EB2748'ROUTE 71 DIRECT TO STATION SITE. STATION IS ON HIGHEST GROUND IN EB2748'NEAR VICINITY, ABOUT 35 YARDS SOUTHEAST OF HAMMONDS HOUSE, EB2748'86 FEET NORTH OF CENTER LINE OF ROUTE 71, AND 31.5 FEET NORTHWEST OF EB2748'NORTHWEST CORNER OF ORNAMENTAL FENCE AROUND SMALL FAMILY GRAVEYARD. EB2748'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS EB2748'IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN EB2748'CONCRETE. EB2748'REFERENCE MARK NO. 1 IS 12 YARDS SOUTHWEST OF CENTER LINE OF EB2748'ROUTE 71, 100 FEET WEST OF SMALL BRIDGE CROSSING ROAD, AT NORTH EDGE EB2748'OF WOODS, AND APPROXIMATELY ONE-HALF MILE FROM STATION,BEARING EB2748'S 24 DEG 09 MIN E. EB2748'REFERENCE MARK NO. 2 IS AT THE SOUTHEAST CORNER OF EB2748'HAMMONDS YARD, 43 FEET NORTHEAST OF CENTER LINE OF ROUTE 71, EB2748'34.7 FEET SOUTHEAST OF SOUTHWEST CORNER OF FENCE AROUND GRAVEYARD, EB2748'AND 85.14 FEET FROM STATION, BEARING S 09 DEG 03 MIN E. NO. 3 IS EB2748'REFERENCE MARK NO. 3 IS 2 FEET EAST EB2748'OF NORTHEAST CORNER OF HAMMONDS GARAGE, 43 FEET EAST EB2748'OF CENTER LINE OF ROUTE 71, IN AREA BETWEEN ROAD ALONG NORTHWEST EB2748'SIDE OF YARD AND ROUTE 71, AND 112.52 FEET FROM STATION, BEARING EB2748'N 62 DEG 31 MIN W. EB2748 EB2748 STATION RECOVERY (1943) EB2748 EB2748'RECOVERY NOTE BY US ENGINEERS 1943 EB2748'MONUMENT FOUND DESCRIBED WITH FOLLOWING EXCEPTIONS-- EB2748' EB2748'NORTH CAROLINA HIGHWAY 71 IS NOW NORTH CAROLINA HIGHWAY 130. EB2748' EB2748'REFERENCE MARK NO. 1 COULD NOT BE RECOVERED. EB2748' EB2748'CONDITION GOOD. EB2748 EB2748 STATION RECOVERY (1977) EB2748 EB2748'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2748'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN EB2748'1934. REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED. REFERENCE EB2748'MARK 1 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT FOUND, PROBABLY EB2748'DESTROYED BY ROAD CONSTRUCTION. EB2748' EB2748'THE STATION IS LOCATED 3.0 MILES EAST-SOUTHEAST OF ROWLAND IN THE EAST EB2748'SIDE OF J. ROWLANDS YARD AND NEAR A FAMILY GRAVE YARD. EB2748' EB2748'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 SOUTHEAST OF EB2748'ROWLAND, PROCEED SOUTHEAST ALONG NC 130 FOR 2.0 MILES TO STATION AS EB2748'DESCRIBED. EB2748' EB2748'STATION MARK IS A STANDARD DISK STAMPED---HAMMOND 1933---SET IN A EB2748'SQUARE CONCRETE MONUMENT, WHICH IS 3 INCHES ABOVE THE GROUND SURFACE. EB2748'THE MARK IS 85.7 FEET NORTHEAST OF CENTERLINE OF NC 130, 31.5 FEET EB2748'NORTH OF NORTHWEST CORNER OF METAL FENCE AROUND GRAVE YARD AND 43.0 EB2748'FEET NORTHEAST OF A 14 INCH PINE WITH REFERENCE TAG. EB2748' EB2748'REFERENCE MARK 2 IS A STD DISK STAMPED---HAMMOND NO 2 1933---SET EB2748'IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 3 INCHES ABOVE EB2748'GROUND SURFACE. THE MARK IS 43.7 FEET NORTHEAST OF CENTERLINE OF EB2748'NC 130, 34.6 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF FENCE OF EB2748'GRAVEYARD AND 32.3 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF FENCE EB2748'OF GRAVEYARD. EB2748' EB2748'REFERENCE MARK 3 IS A STD DISK STAMPED---HAMMOND NO 3 1933---SET EB2748'IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE EB2748'GROUND SURFACE. THE MARK IS 39.6 FEET NORTHEAST OF CENTERLINE OF NC EB2748'130, 25.7 FEET NORTH-NORTHWEST OF A 20 INCH OAK WITH REFERENCE TAG AND EB2748'44.3 FEET NORTHWEST OF METAL CAP OF TELEPHONE CABLE BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2493 *********************************************************************** EB2493 DESIGNATION - HAP EB2493 PID - EB2493 EB2493 STATE/COUNTY- NC/ROBESON EB2493 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2493 EB2493 *CURRENT SURVEY CONTROL EB2493 ___________________________________________________________________ EB2493* NAD 83(1986)- 34 36 50.85676(N) 078 57 29.43999(W) ADJUSTED EB2493* NAVD 88 - 44.5 (meters) 146. (feet) VERTCON EB2493 ___________________________________________________________________ EB2493 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EB2493 GEOID HEIGHT- -34.09 (meters) GEOID03 EB2493 EB2493 HORZ ORDER - SECOND EB2493 EB2493.The North Carolina HARNS have been completed but, EB2493.due to contractual restrictions, coordinates for these stations EB2493.will NOT be published in the near future. In the interim, the EB2493.published coordinates in North Carolina will not be EB2493.consistent with the Continuously Operating Reference Stations EB2493.(CORS). The HARN coordinates for these stations are available EB2493.upon request. Contact Gary Thompson(919-733-3836). EB2493. EB2493.In addition, the published North Carolina positions EB2493.(NAD 83 (1986)) are NOT consistent with those determined in EB2493.adjacent state readjustments. The discontinuity between stations EB2493.located in North Carolina and those in adjacent states EB2493.which have been adjusted to the HARN may be as much as 5 EB2493.decimeters. This will result in a significant loss of accuracy EB2493.over lines crossing such state borders. EB2493 EB2493 EB2493.The horizontal coordinates were established by classical geodetic methods EB2493.and adjusted by the National Geodetic Survey in July 1986. EB2493 EB2493.The NAVD 88 height was computed by applying the VERTCON shift value to EB2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2493 EB2493.The Laplace correction was computed from DEFLEC99 derived deflections. EB2493 EB2493.The geoid height was determined by GEOID03. EB2493 EB2493; North East Units Scale Factor Converg. EB2493;SPC NC - 95,859.913 613,436.677 MT 0.99993407 +0 01 26.9 EB2493;SPC NC - 314,500.40 2,012,583.50 sFT 0.99993407 +0 01 26.9 EB2493;UTM 17 - 3,832,147.847 687,204.262 MT 1.00003197 +1 09 36.7 EB2493 EB2493! - Elev Factor x Scale Factor = Combined Factor EB2493!SPC NC - 0.99999837 x 0.99993407 = 0.99993244 EB2493!UTM 17 - 0.99999837 x 1.00003197 = 1.00003034 EB2493 EB2493: Primary Azimuth Mark Grid Az EB2493:SPC NC - ROX 229 17 13.8 EB2493:UTM 17 - ROX 228 09 04.0 EB2493 EB2493|---------------------------------------------------------------------| EB2493| PID Reference Object Distance Geod. Az | EB2493| dddmmss.s | EB2493| EB2507 ROX APPROX. 0.6 KM 2291840.7 | EB2493|---------------------------------------------------------------------| EB2493 EB2493 SUPERSEDED SURVEY CONTROL EB2493 EB2493 NAD 27 - 34 36 50.26358(N) 078 57 30.32497(W) AD( ) 2 EB2493 NGVD 29 (07/19/86) 44.8 (m) 147. (f) VERT ANG EB2493 EB2493.Superseded values are not recommended for survey control. EB2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2493.See file dsdata.txt to determine how the superseded data were derived. EB2493 EB2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8720432148(NAD 83) EB2493_MARKER: DE = TRAVERSE STATION DISK EB2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2493_STAMPING: HAP 1965 EB2493_MARK LOGO: NCGS EB2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2493+STABILITY: SURFACE MOTION EB2493 EB2493 HISTORY - Date Condition Report By EB2493 HISTORY - 1965 MONUMENTED NCGS EB2493 EB2493 STATION DESCRIPTION EB2493 EB2493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2493'HAP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2493'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2493' EB2493'HAP IS 3.0 MILES E OF LUMBERTON. LOCATED 0.45 MILES SE ALONG EB2493'SR 2110 FROM INTESECTION OF SR 2110 AND 2104. 1.85 MILES NE ALONG EB2493'SR 2112 FROM INTERSECTION OF 2112 AND NC 211 BYPASS. 0.1 MILE EB2493'NE OF INTERSECTION OF SR 2112 AND SR 2110. AND 50 FT SE OF EB2493'CURVE IN ROAD SR 2110. EB2493' EB2493'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2493'HAP 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2493'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2493' EB2493'MARK IS EB2493' EB2493'45.5 FT SE OF C/L OF SR 2110. EB2493' EB2493'30.5 FT S OF Y OF TWO DITCHES. EB2493' EB2493'5.0 FT W OF FENCE WITH ALUMINUM REF. TAG. EB2493' EB2493'4.0 FT W OF C/L OF DRAIN DITCH. EB2493' EB2493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3866 *********************************************************************** EB3866 DESIGNATION - HARPERS EB3866 PID - EB3866 EB3866 STATE/COUNTY- NC/ROBESON EB3866 USGS QUAD - PEMBROKE (1982) EB3866 EB3866 *CURRENT SURVEY CONTROL EB3866 ___________________________________________________________________ EB3866* NAD 83(1986)- 34 40 41.82804(N) 079 14 12.16710(W) ADJUSTED EB3866* NAVD 88 - 48.4 (meters) 159. (feet) VERTCON EB3866 ___________________________________________________________________ EB3866 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB3866 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3866 EB3866 HORZ ORDER - SECOND EB3866 EB3866.The North Carolina HARNS have been completed but, EB3866.due to contractual restrictions, coordinates for these stations EB3866.will NOT be published in the near future. In the interim, the EB3866.published coordinates in North Carolina will not be EB3866.consistent with the Continuously Operating Reference Stations EB3866.(CORS). The HARN coordinates for these stations are available EB3866.upon request. Contact Gary Thompson(919-733-3836). EB3866. EB3866.In addition, the published North Carolina positions EB3866.(NAD 83 (1986)) are NOT consistent with those determined in EB3866.adjacent state readjustments. The discontinuity between stations EB3866.located in North Carolina and those in adjacent states EB3866.which have been adjusted to the HARN may be as much as 5 EB3866.decimeters. This will result in a significant loss of accuracy EB3866.over lines crossing such state borders. EB3866 EB3866 EB3866.The horizontal coordinates were established by classical geodetic methods EB3866.and adjusted by the National Geodetic Survey in April 1991. EB3866 EB3866.The NAVD 88 height was computed by applying the VERTCON shift value to EB3866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3866 EB3866.The Laplace correction was computed from DEFLEC99 derived deflections. EB3866 EB3866.The geoid height was determined by GEOID03. EB3866 EB3866; North East Units Scale Factor Converg. EB3866;SPC NC - 103,001.842 587,909.586 MT 0.99992233 -0 08 11.8 EB3866;SPC NC - 337,931.88 1,928,833.37 sFT 0.99992233 -0 08 11.8 EB3866;UTM 17 - 3,838,781.649 661,539.135 MT 0.99992164 +1 00 12.5 EB3866 EB3866! - Elev Factor x Scale Factor = Combined Factor EB3866!SPC NC - 0.99999759 x 0.99992233 = 0.99991992 EB3866!UTM 17 - 0.99999759 x 0.99992164 = 0.99991923 EB3866 EB3866 SUPERSEDED SURVEY CONTROL EB3866 EB3866 NGVD 29 (04/22/91) 48.7 (m) 160. (f) VERT ANG EB3866 EB3866.Superseded values are not recommended for survey control. EB3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3866.See file dsdata.txt to determine how the superseded data were derived. EB3866 EB3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6153938782(NAD 83) EB3866_MARKER: DE = TRAVERSE STATION DISK EB3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3866_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3866_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3866+STABILITY: SURFACE MOTION EB3866 EB3866 HISTORY - Date Condition Report By EB3866 HISTORY - 1977 MONUMENTED NCGS EB3866 EB3866 STATION DESCRIPTION EB3866 EB3866'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3866'THE STATION IS LOCATED APPROXIMATELY 1.8 MILE SOUTH-SOUTHEAST OF EB3866'REDBANKS AND 2.5 MILES WEST OF PEMBROKE. EB3866' EB3866'TO REACH STATION FROM THE US 74 AND NC 710 CROSSROADS WEST OF PEMBROKE EB3866'PROCEED NORTH ALONG NC 710 FOR 0.45 MILE TO STATION ON LEFT IN EB3866'SHOULDER APPROXIMATELY 450 FEET SOUTHEAST OF HARPERS FERRY BAPTIST EB3866'CHURCH. EB3866' EB3866'STATION MARK IS A STANDARD DISK STAMPED---HARPERS 1977---SET IN THE EB3866'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3866'SURFACE. THE MARK IS 20.0 FEET WEST-NORTHWEST OF CENTERLINE OF NC 710, EB3866'73.6 FEET SOUTH-SOUTHWEST OF INTERSECTION AT SOUTHEAST CORNER OF EB3866'TRIANGULAR JUNCTION WITH SR 1373, 102.0 FEET SOUTH OF YIELD SIGN WITH EB3866'REFERENCE TAG, 174 FEET WEST OF A POWER POLE IN FIELD WITH TWO EB3866'TRANSFORMERS AND WITH REFERENCE TAG AND 95.0 FEET SOUTHWEST OF A SIGN EB3866'POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2650 *********************************************************************** EB2650 DESIGNATION - HARTFORD EB2650 PID - EB2650 EB2650 STATE/COUNTY- NC/ROBESON EB2650 USGS QUAD - FAIRMONT (1962) EB2650 EB2650 *CURRENT SURVEY CONTROL EB2650 ___________________________________________________________________ EB2650* NAD 83(1986)- 34 28 22.13676(N) 079 06 28.88319(W) ADJUSTED EB2650* NAVD 88 - 41.01 (+/-2cm) 134.5 (feet) VERTCON EB2650 ___________________________________________________________________ EB2650 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EB2650 GEOID HEIGHT- -33.61 (meters) GEOID03 EB2650 EB2650 HORZ ORDER - SECOND EB2650 VERT ORDER - THIRD ? (See Below) EB2650 EB2650.The North Carolina HARNS have been completed but, EB2650.due to contractual restrictions, coordinates for these stations EB2650.will NOT be published in the near future. In the interim, the EB2650.published coordinates in North Carolina will not be EB2650.consistent with the Continuously Operating Reference Stations EB2650.(CORS). The HARN coordinates for these stations are available EB2650.upon request. Contact Gary Thompson(919-733-3836). EB2650. EB2650.In addition, the published North Carolina positions EB2650.(NAD 83 (1986)) are NOT consistent with those determined in EB2650.adjacent state readjustments. The discontinuity between stations EB2650.located in North Carolina and those in adjacent states EB2650.which have been adjusted to the HARN may be as much as 5 EB2650.decimeters. This will result in a significant loss of accuracy EB2650.over lines crossing such state borders. EB2650 EB2650 EB2650.The horizontal coordinates were established by classical geodetic methods EB2650.and adjusted by the National Geodetic Survey in July 1986. EB2650 EB2650.The NAVD 88 height was computed by applying the VERTCON shift value to EB2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2650.The vertical order pertains to the NGVD 29 superseded value. EB2650 EB2650.The Laplace correction was computed from DEFLEC99 derived deflections. EB2650 EB2650.The geoid height was determined by GEOID03. EB2650 EB2650; North East Units Scale Factor Converg. EB2650;SPC NC - 80,189.350 599,677.517 MT 0.99996429 -0 03 44.5 EB2650;SPC NC - 263,087.89 1,967,441.99 sFT 0.99996429 -0 03 44.5 EB2650;SPC SC - 294,305.583 783,386.994 MT 0.99989182 +1 02 56.1 EB2650;SPC SC - 965,569.50 2,570,167.30 iFT 0.99989182 +1 02 56.1 EB2650;UTM 17 - 3,816,207.034 673,757.418 MT 0.99997215 +1 04 16.2 EB2650 EB2650! - Elev Factor x Scale Factor = Combined Factor EB2650!SPC NC - 0.99999884 x 0.99996429 = 0.99996313 EB2650!SPC SC - 0.99999884 x 0.99989182 = 0.99989066 EB2650!UTM 17 - 0.99999884 x 0.99997215 = 0.99997099 EB2650 EB2650: Primary Azimuth Mark Grid Az EB2650:SPC NC - DINO 184 22 04.8 EB2650:SPC SC - DINO 183 15 24.2 EB2650:UTM 17 - DINO 183 14 04.1 EB2650 EB2650|---------------------------------------------------------------------| EB2650| PID Reference Object Distance Geod. Az | EB2650| dddmmss.s | EB2650| EB2643 DINO 488.739 METERS 1841820.3 | EB2650| EB2645 FIREBIRD 310.784 METERS 33741 | EB2650|---------------------------------------------------------------------| EB2650 EB2650 SUPERSEDED SURVEY CONTROL EB2650 EB2650 NAD 27 - 34 28 21.54760(N) 079 06 29.75599(W) AD( ) 2 EB2650 NGVD 29 (07/19/86) 41.31 (m) 135.5 (f) LEVELING 3 EB2650 EB2650.Superseded values are not recommended for survey control. EB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2650.See file dsdata.txt to determine how the superseded data were derived. EB2650 EB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7375716207(NAD 83) EB2650_MARKER: DE = TRAVERSE STATION DISK EB2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2650_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2650+STABILITY: SURFACE MOTION EB2650 EB2650 HISTORY - Date Condition Report By EB2650 HISTORY - 1966 MONUMENTED NCGS EB2650 HISTORY - 19890511 MARK NOT FOUND NCGS EB2650 EB2650 STATION DESCRIPTION EB2650 EB2650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2650'HARTFORD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2650'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2650' EB2650'HARTFORD IS 1.6 MILES SOUTH OF INTERSECTION OF NC 130 AND NC EB2650'41 IN FAIRMONT AND 5.1 MILES NORTH OF INTERSECTION OF NC 904 EB2650'AND NC 41 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2650'INTERSECTION OF NC 130 AND NC 41 IN FAIRMONT SOUTH ALONG NC 41 EB2650'FOR 1.8 MILES TO THE STATION ON THE LEFT. EB2650' EB2650'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2650'HARTFORD 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2650'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2650' EB2650'MARK IS EB2650' EB2650'44.5 FT WNW OF 20 INCH PECAN TREE WITH ALUMINUM REF. TAG IN EB2650'YARD OF WHITE FRAME HOUSE EB2650' EB2650'42.4 FT SW OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG EB2650' EB2650'38.0 FT N OF C/L OF DRIVEWAY EB2650' EB2650'8.8 FT E OF EDGE OF PAVEMENT OF NC 41 EB2650' EB2650'20.4 FT E OF C/L OF NC 41 EB2650' EB2650'58.7 FT SE OF UNDERGROUND CABLE MARKER 19 EB2650 EB2650 STATION RECOVERY (1989) EB2650 EB2650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2650'AN INSTRUMENT SEARCH WAS PERFORMED BUT NO EVIDENCE OF MARK WAS FOUND. EB2650'REFERENCES PLACE MARK IN A NEW DRIVEWAY. NCGS STATION--OPEN 1989--HAS EB2650'BEEN ESTABLISHED NEARBY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3867 *********************************************************************** EB3867 DESIGNATION - HARVEST EB3867 PID - EB3867 EB3867 STATE/COUNTY- NC/ROBESON EB3867 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3867 EB3867 *CURRENT SURVEY CONTROL EB3867 ___________________________________________________________________ EB3867* NAD 83(1986)- 34 38 57.60705(N) 078 52 46.87306(W) ADJUSTED EB3867* NAVD 88 - 45.7 (meters) 150. (feet) VERTCON EB3867 ___________________________________________________________________ EB3867 LAPLACE CORR- -3.24 (seconds) DEFLEC99 EB3867 GEOID HEIGHT- -34.26 (meters) GEOID03 EB3867 EB3867 HORZ ORDER - SECOND EB3867 EB3867.The North Carolina HARNS have been completed but, EB3867.due to contractual restrictions, coordinates for these stations EB3867.will NOT be published in the near future. In the interim, the EB3867.published coordinates in North Carolina will not be EB3867.consistent with the Continuously Operating Reference Stations EB3867.(CORS). The HARN coordinates for these stations are available EB3867.upon request. Contact Gary Thompson(919-733-3836). EB3867. EB3867.In addition, the published North Carolina positions EB3867.(NAD 83 (1986)) are NOT consistent with those determined in EB3867.adjacent state readjustments. The discontinuity between stations EB3867.located in North Carolina and those in adjacent states EB3867.which have been adjusted to the HARN may be as much as 5 EB3867.decimeters. This will result in a significant loss of accuracy EB3867.over lines crossing such state borders. EB3867 EB3867 EB3867.The horizontal coordinates were established by classical geodetic methods EB3867.and adjusted by the National Geodetic Survey in April 1991. EB3867 EB3867.The NAVD 88 height was computed by applying the VERTCON shift value to EB3867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3867 EB3867.The Laplace correction was computed from DEFLEC99 derived deflections. EB3867 EB3867.The geoid height was determined by GEOID03. EB3867 EB3867; North East Units Scale Factor Converg. EB3867;SPC NC - 99,771.322 620,630.224 MT 0.99992748 +0 04 10.0 EB3867;SPC NC - 327,333.08 2,036,184.33 sFT 0.99992748 +0 04 10.0 EB3867;UTM 17 - 3,836,201.612 694,319.670 MT 1.00006543 +1 12 21.2 EB3867 EB3867! - Elev Factor x Scale Factor = Combined Factor EB3867!SPC NC - 0.99999820 x 0.99992748 = 0.99992568 EB3867!UTM 17 - 0.99999820 x 1.00006543 = 1.00006363 EB3867 EB3867 SUPERSEDED SURVEY CONTROL EB3867 EB3867 NGVD 29 (04/22/91) 46.0 (m) 151. (f) VERT ANG EB3867 EB3867.Superseded values are not recommended for survey control. EB3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3867.See file dsdata.txt to determine how the superseded data were derived. EB3867 EB3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9432036202(NAD 83) EB3867_MARKER: DE = TRAVERSE STATION DISK EB3867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3867_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3867_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3867+STABILITY: SURFACE MOTION EB3867 EB3867 HISTORY - Date Condition Report By EB3867 HISTORY - 1977 MONUMENTED NCGS EB3867 HISTORY - 19960427 GOOD USPSQD EB3867 EB3867 STATION DESCRIPTION EB3867 EB3867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3867'THE STATION IS LOCATED APPROXIMATELY 7.7 MILES EAST-NORTHEAST OF EB3867'LUMBERTON AND 12.2 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3867' EB3867'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3867'PROCEED EAST ALONG NC 41 FOR 6.7 MILES TO SR 2101 ON RIGHT AND EB3867'STATION ON SOUTHEAST SIDE OF INTERSECTION. EB3867' EB3867'STATION MARK IS A STANDARD DISK STAMPED---HARVEST 1977---SET IN THE EB3867'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3867'SURFACE. THE MARK IS 62.4 FEET SOUTH OF CENTERLINE OF NC 41, 72.8 FEET EB3867'EAST OF CENTERLINE OF SR 2101, 41.9 FEET NORTHEAST OF RIGHT-OF-WAY EB3867'MARKER, 28.8 FEET SOUTHWEST OF RIGHT-OF-WAY MARKER, 32.6 FEET EB3867'SOUTHWEST OF THE LARGER OF TWO TELEPHONE POLE PEDESTALS AND 72.8 FEET EB3867'SOUTHEAST OF STOP SIGN WITH REFERENCE TAG. EB3867 EB3867 STATION RECOVERY (1996) EB3867 EB3867'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3867'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3870 *********************************************************************** EB3870 DESIGNATION - HERRING EB3870 PID - EB3870 EB3870 STATE/COUNTY- NC/ROBESON EB3870 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3870 EB3870 *CURRENT SURVEY CONTROL EB3870 ___________________________________________________________________ EB3870* NAD 83(1986)- 34 38 51.60603(N) 078 53 30.74629(W) ADJUSTED EB3870* NAVD 88 - 48.0 (meters) 157. (feet) VERTCON EB3870 ___________________________________________________________________ EB3870 LAPLACE CORR- -3.32 (seconds) DEFLEC99 EB3870 GEOID HEIGHT- -34.24 (meters) GEOID03 EB3870 EB3870 HORZ ORDER - SECOND EB3870 EB3870.The North Carolina HARNS have been completed but, EB3870.due to contractual restrictions, coordinates for these stations EB3870.will NOT be published in the near future. In the interim, the EB3870.published coordinates in North Carolina will not be EB3870.consistent with the Continuously Operating Reference Stations EB3870.(CORS). The HARN coordinates for these stations are available EB3870.upon request. Contact Gary Thompson(919-733-3836). EB3870. EB3870.In addition, the published North Carolina positions EB3870.(NAD 83 (1986)) are NOT consistent with those determined in EB3870.adjacent state readjustments. The discontinuity between stations EB3870.located in North Carolina and those in adjacent states EB3870.which have been adjusted to the HARN may be as much as 5 EB3870.decimeters. This will result in a significant loss of accuracy EB3870.over lines crossing such state borders. EB3870 EB3870 EB3870.The horizontal coordinates were established by classical geodetic methods EB3870.and adjusted by the National Geodetic Survey in April 1991. EB3870 EB3870.The NAVD 88 height was computed by applying the VERTCON shift value to EB3870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3870 EB3870.The Laplace correction was computed from DEFLEC99 derived deflections. EB3870 EB3870.The geoid height was determined by GEOID03. EB3870 EB3870; North East Units Scale Factor Converg. EB3870;SPC NC - 99,585.129 619,513.252 MT 0.99992778 +0 03 44.7 EB3870;SPC NC - 326,722.21 2,032,519.73 sFT 0.99992778 +0 03 44.7 EB3870;UTM 17 - 3,835,993.273 693,206.461 MT 1.00006012 +1 11 56.0 EB3870 EB3870! - Elev Factor x Scale Factor = Combined Factor EB3870!SPC NC - 0.99999785 x 0.99992778 = 0.99992563 EB3870!UTM 17 - 0.99999785 x 1.00006012 = 1.00005797 EB3870 EB3870 SUPERSEDED SURVEY CONTROL EB3870 EB3870 NGVD 29 (04/22/91) 48.3 (m) 158. (f) VERT ANG EB3870 EB3870.Superseded values are not recommended for survey control. EB3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3870.See file dsdata.txt to determine how the superseded data were derived. EB3870 EB3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9320635993(NAD 83) EB3870_MARKER: DE = TRAVERSE STATION DISK EB3870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3870_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3870_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3870+STABILITY: SURFACE MOTION EB3870 EB3870 HISTORY - Date Condition Report By EB3870 HISTORY - 1977 MONUMENTED NCGS EB3870 HISTORY - 19960427 MARK NOT FOUND USPSQD EB3870 EB3870 STATION DESCRIPTION EB3870 EB3870'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3870'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES EAST-NORTHEAST OF EB3870'LUMBERTON AND 11.9 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3870' EB3870'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3870'PROCEED EAST ALONG NC 41 FOR 5.95 MILES TO STATION ON LEFT BY POWER EB3870'POLE APPROXIMATELY 250 FEET EAST OF THE EASTERNMOST OF TWO RED TOBACCO EB3870'CURING BARNS, AND 0.15 MILE WEST OF SR 1960 LEADING NORTH. EB3870' EB3870'STATION MARK IS A STANDARD DISK STAMPED---HERRING 1977---SET IN THE EB3870'TOP OF A CONCRETE CYLINDER, WHICH IS 10 INCHES BELOW THE GROUND EB3870'SURFACE. THE MARK IS 50.1 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 41, EB3870'2.9 FEET SOUTH-SOUTHEAST OF POWER POLE 10508 WITH REFERENCE TAG, 102.1 EB3870'FEET NORTH OF LARGEST TELEPHONE POLE PEDESTAL, 117.5 FEET NORTHWEST OF EB3870'SMALLER TELEPHONE POLE PEDESTAL AND 118.6 FEET WEST OF WEST END OF EB3870'NORTH HEADWALL FOR FIELD DITCH. EB3870 EB3870 STATION RECOVERY (1996) EB3870 EB3870'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3870'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1673 *********************************************************************** EB1673 DESIGNATION - HESS EB1673 PID - EB1673 EB1673 STATE/COUNTY- NC/ROBESON EB1673 USGS QUAD - EVERGREEN (1986) EB1673 EB1673 *CURRENT SURVEY CONTROL EB1673 ___________________________________________________________________ EB1673* NAD 83(1986)- 34 27 07.79432(N) 078 58 12.49116(W) ADJUSTED EB1673* NAVD 88 - 26.168 (meters) 85.85 (feet) ADJUSTED EB1673 ___________________________________________________________________ EB1673 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB1673 GEOID HEIGHT- -33.97 (meters) GEOID03 EB1673 DYNAMIC HT - 26.143 (meters) 85.77 (feet) COMP EB1673 MODELED GRAV- 979,668.4 (mgal) NAVD 88 EB1673 EB1673 HORZ ORDER - SECOND EB1673 VERT ORDER - SECOND CLASS I EB1673 EB1673.The North Carolina HARNS have been completed but, EB1673.due to contractual restrictions, coordinates for these stations EB1673.will NOT be published in the near future. In the interim, the EB1673.published coordinates in North Carolina will not be EB1673.consistent with the Continuously Operating Reference Stations EB1673.(CORS). The HARN coordinates for these stations are available EB1673.upon request. Contact Gary Thompson(919-733-3836). EB1673. EB1673.In addition, the published North Carolina positions EB1673.(NAD 83 (1986)) are NOT consistent with those determined in EB1673.adjacent state readjustments. The discontinuity between stations EB1673.located in North Carolina and those in adjacent states EB1673.which have been adjusted to the HARN may be as much as 5 EB1673.decimeters. This will result in a significant loss of accuracy EB1673.over lines crossing such state borders. EB1673 EB1673 EB1673.The horizontal coordinates were established by classical geodetic methods EB1673.and adjusted by the National Geodetic Survey in April 1991. EB1673 EB1673.The orthometric height was determined by differential leveling EB1673.and adjusted by the National Geodetic Survey in June 1991. EB1673 EB1673.The Laplace correction was computed from DEFLEC99 derived deflections. EB1673 EB1673.The geoid height was determined by GEOID03. EB1673 EB1673.The dynamic height is computed by dividing the NAVD 88 EB1673.geopotential number by the normal gravity value computed on the EB1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1673.degrees latitude (g = 980.6199 gals.). EB1673 EB1673.The modeled gravity was interpolated from observed gravity values. EB1673 EB1673; North East Units Scale Factor Converg. EB1673;SPC NC - 77,893.645 612,345.370 MT 0.99996921 +0 01 02.1 EB1673;SPC NC - 255,556.07 2,009,003.10 sFT 0.99996921 +0 01 02.1 EB1673;UTM 17 - 3,814,162.077 686,468.593 MT 1.00002860 +1 08 55.2 EB1673 EB1673! - Elev Factor x Scale Factor = Combined Factor EB1673!SPC NC - 1.00000122 x 0.99996921 = 0.99997043 EB1673!UTM 17 - 1.00000122 x 1.00002860 = 1.00002982 EB1673 EB1673 SUPERSEDED SURVEY CONTROL EB1673 EB1673 NGVD 29 (10/06/93) 26.444 (m) 86.76 (f) ADJUSTED 2 1 EB1673 EB1673.Superseded values are not recommended for survey control. EB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1673.See file dsdata.txt to determine how the superseded data were derived. EB1673 EB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8646914162(NAD 83) EB1673_MARKER: DE = TRAVERSE STATION DISK EB1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1673_SP_SET: CONCRETE POST EB1673_STAMPING: HESS 1977 EB1673_MARK LOGO: NCGS EB1673_PROJECTION: RECESSED 13 CENTIMETERS EB1673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1673+STABILITY: SURFACE MOTION EB1673 EB1673 HISTORY - Date Condition Report By EB1673 HISTORY - 1977 MONUMENTED NCGS EB1673 HISTORY - 1978 GOOD NCGS EB1673 HISTORY - 19881231 GOOD NCGS EB1673 HISTORY - 19950808 GOOD USPSQD EB1673 EB1673 STATION DESCRIPTION EB1673 EB1673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1673'THE STATION IS LOCATED APPROXIMATELY 2.5 MILE EAST-SOUTHEAST OF ORRUM EB1673'AND 11.8 MILES SOUTH-SOUTHEAST OF LUMBERTON. EB1673' EB1673'THE STATION IS LOCATED AT THE JUNCTION OF US 74 AND NC 130, ON THE EB1673'SOUTH SIDE OF NC 130. EB1673' EB1673'STATION MARK IS A STANDARD DISK STAMPED---HESS 1977---SET IN THE TOP EB1673'OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB1673'THE MARK IS 71.2 FEET SOUTHWEST OF THE CENTERLINE OF US 74, 52.0 FEET EB1673'SOUTH OF EAST END AND 81.5 FEET SOUTHEAST OF WEST END OF TRAFFIC EB1673'ISLAND ON NC 130, 51.0 FEET SOUTH OF STOP SIGN POST WITH REFERENCE EB1673'TAG, 117.7 FEET NORTHEAST OF FENCE POST WITH REFERENCE TAG AND 108.2 EB1673'FEET NORTHWEST OF ANDREW JACKSON HIGHWAY SIGN. EB1673 EB1673 STATION RECOVERY (1978) EB1673 EB1673'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1673'2.5 MI ESE FROM ORRUM. EB1673'LOCATED 11.6 MILES SOUTH-SOUTHEAST OF LUMBERTON AT THE JUNCTION EB1673'OF U.S. 74 AND N.C. 130, ON SOUTH SIDE OF N.C. 130, 71.2 FEET EB1673'SOUTHWEST OF CENTERLINE OF U.S. 74, 52.0 FEET SOUTH OF EAST END EB1673'AND 81.5 FEET SOUTHEAST OF WEST END OF ISLAND ON N.C. 130, 51.0 EB1673'FEET SOUTH OF STOP SIGN POST IN ISLAND WITH REFERENCE TAG, 108.2 EB1673'FEET NORTHWEST OF HIGHWAY SIGN POST AND 117.7 FEET NORTHEAST OF EB1673'FENCE POST WITH REFERENCE TAG. EB1673 EB1673 STATION RECOVERY (1988) EB1673 EB1673'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB1673'STATION IS LOCATED ABOUT 18.94 KM (11.75 MI) SOUTH OF LUMBERTON AND EB1673'3.85 KM (2.40 MI) EAST-SOUTHEAST OF ORRUM. AT THE JUNCTION OF US 74 EB1673'AND NC 130, ON THE SOUTH SIDE OF NC 130. MARK IS RECESSED 10 INCHES EB1673'BELOW GROUND. LOCATED 71.2 FT (21.7 M) SOUTHWEST OF THE CENTERLINE OF EB1673'US 74, 52.0 FT (15.8 M) SOUTH OF EAST END AND 81.5 FT (24.8 M) EB1673'SOUTHEAST OF WEST END OF A TRAFFIC ISLAND ON NC 130, 51.0 FT (15.5 M) EB1673'SOUTH OF A STOP SIGN POST WITH REFERENCE TAG, 117.7 FT (35.9 M) EB1673'NORTHEAST OF FENCE POST WITH REFERENCE TAG, 105.8 FT (32.2 M) EB1673'NORTHWEST OF US 74-NC 130 AND ANDREW JACKSON METAL HIGHWAY SIGN, AND EB1673'25.6 FT (7.8 M) EAST-SOUTHEAST OF A METAL STOP SIGN. EB1673 EB1673 STATION RECOVERY (1995) EB1673 EB1673'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1673'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1667 *********************************************************************** EB1667 DESIGNATION - HICKORY EB1667 PID - EB1667 EB1667 STATE/COUNTY- NC/ROBESON EB1667 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1667 EB1667 *CURRENT SURVEY CONTROL EB1667 ___________________________________________________________________ EB1667* NAD 83(1986)- 34 31 34.06264(N) 079 00 55.88757(W) ADJUSTED EB1667* NAVD 88 - 38.722 (meters) 127.04 (feet) ADJUSTED EB1667 ___________________________________________________________________ EB1667 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EB1667 GEOID HEIGHT- -33.91 (meters) GEOID03 EB1667 DYNAMIC HT - 38.685 (meters) 126.92 (feet) COMP EB1667 MODELED GRAV- 979,660.7 (mgal) NAVD 88 EB1667 EB1667 HORZ ORDER - SECOND EB1667 VERT ORDER - SECOND CLASS I EB1667 EB1667.The North Carolina HARNS have been completed but, EB1667.due to contractual restrictions, coordinates for these stations EB1667.will NOT be published in the near future. In the interim, the EB1667.published coordinates in North Carolina will not be EB1667.consistent with the Continuously Operating Reference Stations EB1667.(CORS). The HARN coordinates for these stations are available EB1667.upon request. Contact Gary Thompson(919-733-3836). EB1667. EB1667.In addition, the published North Carolina positions EB1667.(NAD 83 (1986)) are NOT consistent with those determined in EB1667.adjacent state readjustments. The discontinuity between stations EB1667.located in North Carolina and those in adjacent states EB1667.which have been adjusted to the HARN may be as much as 5 EB1667.decimeters. This will result in a significant loss of accuracy EB1667.over lines crossing such state borders. EB1667 EB1667 EB1667.The horizontal coordinates were established by classical geodetic methods EB1667.and adjusted by the National Geodetic Survey in April 1991. EB1667 EB1667.The orthometric height was determined by differential leveling EB1667.and adjusted by the National Geodetic Survey in June 1991. EB1667 EB1667.The Laplace correction was computed from DEFLEC99 derived deflections. EB1667 EB1667.The geoid height was determined by GEOID03. EB1667 EB1667.The dynamic height is computed by dividing the NAVD 88 EB1667.geopotential number by the normal gravity value computed on the EB1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1667.degrees latitude (g = 980.6199 gals.). EB1667 EB1667.The modeled gravity was interpolated from observed gravity values. EB1667 EB1667; North East Units Scale Factor Converg. EB1667;SPC NC - 86,097.875 608,175.979 MT 0.99995218 -0 00 32.3 EB1667;SPC NC - 282,472.78 1,995,324.02 sFT 0.99995218 -0 00 32.3 EB1667;UTM 17 - 3,822,282.752 682,137.578 MT 1.00000891 +1 07 30.3 EB1667 EB1667! - Elev Factor x Scale Factor = Combined Factor EB1667!SPC NC - 0.99999924 x 0.99995218 = 0.99995142 EB1667!UTM 17 - 0.99999924 x 1.00000891 = 1.00000815 EB1667 EB1667 SUPERSEDED SURVEY CONTROL EB1667 EB1667 NGVD 29 (10/06/93) 38.997 (m) 127.94 (f) ADJUSTED 2 1 EB1667 EB1667.Superseded values are not recommended for survey control. EB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1667.See file dsdata.txt to determine how the superseded data were derived. EB1667 EB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8213822283(NAD 83) EB1667_MARKER: DE = TRAVERSE STATION DISK EB1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1667_SP_SET: CONCRETE POST EB1667_STAMPING: HICKORY 1977 EB1667_MARK LOGO: NCGS EB1667_PROJECTION: RECESSED 8 CENTIMETERS EB1667_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1667+STABILITY: SURFACE MOTION EB1667 EB1667 HISTORY - Date Condition Report By EB1667 HISTORY - 1977 MONUMENTED NCGS EB1667 HISTORY - 1978 GOOD NCGS EB1667 HISTORY - 19950808 GOOD USPSQD EB1667 EB1667 STATION DESCRIPTION EB1667 EB1667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1667'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTH-NORTHEAST OF EB1667'PROCTORVILLE AND 6.5 MILES SOUTH OF LUMBERTON. EB1667' EB1667'TO REACH THE STATION FROM THE US 74 OVERPASS OF NC 41 SOUTHWEST OF EB1667'LUMBERTON, PROCEED SOUTHEAST ALONG US 74 FOR 4.35 MILES TO STATION ON EB1667'RIGHT BANK AT EDGE OF WOODS, APPROXIMATELY 400 FEET NORTHWEST OF A EB1667'CULVERT UNDER HIGHWAY WITH HEADWALL AND 1.9 MILES NORTH-NORTHWEST OF EB1667'SR 2220 CROSSROAD. EB1667' EB1667'STATION MARK IS A STANDARD DISK STAMPED---HICKORY 1977---SET IN THE EB1667'TOP OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW GROUND SURFACE. EB1667'MARK IS 116.6 FEET WEST OF CENTERLINE OF US 74, 41.1 FEET NORTH OF A EB1667'15 INCH GUM WITH REFERENCE TAG, 33.6 FEET NORTH-NORTHEAST OF A 10 INCH EB1667'GUM WITH REFERENCE TAG, 28.0 FEET EAST-SOUTHEAST OF A 12 INCH GUM WITH EB1667'REFERENCE TAG, 33.6 FEET NORTHEAST OF A 8 INCH HICKORY WITH REFERENCE EB1667'TAG AND 59.7 FEET SOUTHEAST OF A 6 INCH HICKORY WITH REFERENCE TAG. EB1667 EB1667 STATION RECOVERY (1978) EB1667 EB1667'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1667'3.6 MI NNE FROM PROCTORVILLE. EB1667'4.35 MILES SOUTHEAST ALONG U.S. 74 FROM BRIDGE OVER N.C. 41 EB1667'SOUTHWEST OF LUMBERTON, TO STATION ON THE LEFT, ON BANK AT EDGE EB1667'OF WOODS, APPROXIMATELY 400 FEET NORTHWEST OF HEADWALL FOR CULVERT EB1667'UNDER HIGHWAY AND 1.9 MILES NORTHWEST OF SR 2220 CROSSROAD, EB1667'116.6 FEET WEST OF CENTERLINE OF U.S. 74, 28.0 FEET EAST-SOUTHEAST EB1667'OF 12 INCH GUM WITH REFERENCE TAG, 33.6 FEET NORTH-NORTHEAST OF EB1667'10 INCH GUM WITH REFERENCE TAG, 33.6 FEET NORTHEAST OF 8 INCH EB1667'HICKORY WITH REFERENCE TAG, 41.1 FEET NORTH OF 15 INCH GUM WITH EB1667'REFERENCE TAG AND 59.7 FEET SOUTHEAST OF 6 INCH HICKORY WITH EB1667'REFERENCE TAG. EB1667 EB1667 STATION RECOVERY (1995) EB1667 EB1667'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1667'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3871 *********************************************************************** EB3871 DESIGNATION - HIFI EB3871 PID - EB3871 EB3871 STATE/COUNTY- NC/ROBESON EB3871 USGS QUAD - ROWLAND (1982) EB3871 EB3871 *CURRENT SURVEY CONTROL EB3871 ___________________________________________________________________ EB3871* NAD 83(1986)- 34 31 09.42935(N) 079 16 30.67036(W) ADJUSTED EB3871* NAVD 88 - 45.4 (meters) 149. (feet) VERTCON EB3871 ___________________________________________________________________ EB3871 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EB3871 GEOID HEIGHT- -33.10 (meters) GEOID03 EB3871 EB3871 HORZ ORDER - SECOND EB3871 EB3871.The North Carolina HARNS have been completed but, EB3871.due to contractual restrictions, coordinates for these stations EB3871.will NOT be published in the near future. In the interim, the EB3871.published coordinates in North Carolina will not be EB3871.consistent with the Continuously Operating Reference Stations EB3871.(CORS). The HARN coordinates for these stations are available EB3871.upon request. Contact Gary Thompson(919-733-3836). EB3871. EB3871.In addition, the published North Carolina positions EB3871.(NAD 83 (1986)) are NOT consistent with those determined in EB3871.adjacent state readjustments. The discontinuity between stations EB3871.located in North Carolina and those in adjacent states EB3871.which have been adjusted to the HARN may be as much as 5 EB3871.decimeters. This will result in a significant loss of accuracy EB3871.over lines crossing such state borders. EB3871 EB3871 EB3871.The horizontal coordinates were established by classical geodetic methods EB3871.and adjusted by the National Geodetic Survey in April 1991. EB3871 EB3871.The NAVD 88 height was computed by applying the VERTCON shift value to EB3871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3871 EB3871.The Laplace correction was computed from DEFLEC99 derived deflections. EB3871 EB3871.The geoid height was determined by GEOID03. EB3871 EB3871; North East Units Scale Factor Converg. EB3871;SPC NC - 85,373.759 584,335.147 MT 0.99995369 -0 09 31.8 EB3871;SPC NC - 280,097.07 1,917,106.23 sFT 0.99995369 -0 09 31.8 EB3871;SPC SC - 299,190.656 767,947.749 MT 0.99990353 +0 57 22.4 EB3871;SPC SC - 981,596.64 2,519,513.61 iFT 0.99990353 +0 57 22.4 EB3871;UTM 17 - 3,821,086.429 658,315.656 MT 0.99990894 +0 58 39.5 EB3871 EB3871! - Elev Factor x Scale Factor = Combined Factor EB3871!SPC NC - 0.99999808 x 0.99995369 = 0.99995177 EB3871!SPC SC - 0.99999808 x 0.99990353 = 0.99990161 EB3871!UTM 17 - 0.99999808 x 0.99990894 = 0.99990702 EB3871 EB3871 SUPERSEDED SURVEY CONTROL EB3871 EB3871 NGVD 29 (04/22/91) 45.6 (m) 150. (f) VERT ANG EB3871 EB3871.Superseded values are not recommended for survey control. EB3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3871.See file dsdata.txt to determine how the superseded data were derived. EB3871 EB3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5831621086(NAD 83) EB3871_MARKER: DE = TRAVERSE STATION DISK EB3871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3871_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3871_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3871+STABILITY: SURFACE MOTION EB3871 EB3871 HISTORY - Date Condition Report By EB3871 HISTORY - 1977 MONUMENTED NCGS EB3871 EB3871 STATION DESCRIPTION EB3871 EB3871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3871'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF ROWLAND EB3871'AND 1.3 MILES NORTH OF ECHO. EB3871' EB3871'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 SOUTHEAST OF ROWLAND EB3871'PROCEED SOUTHEAST ALONG NC 130 FOR 0.3 MILE TO STATION ON RIGHT EB3871'APPROXIMATELY 250 FEET NORTHWEST OF JUNCTION WITH SR 2494 AND IN EB3871'VICINITY OF 3 TOBACCO BARNS. EB3871' EB3871'STATION MARK IS A STANDARD DISK STAMPED---HIFI 1977---SET IN TOP OF EB3871'CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS 39.1 EB3871'FEET SOUTHWEST OF CENTERLINE OF NC 130, 2.4 FEET NORTHEAST OF POWER EB3871'POLE 1153 WITH TRANSFORMER AND WITH REFERENCE TAG, 23.2 FEET NORTH EB3871'OF 20 INCH OAK WITH REFERENCE TAG, 48.9 FEET EAST-SOUTHEAST OF 12 EB3871'INCH OAK WITH REFERENCE TAG AND 25.5 FEET NORTHEAST OF NORTHEAST EB3871'CORNER OF BRICK SUPPORT FOR OIL TANK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2651 *********************************************************************** EB2651 DESIGNATION - HIGGINS EB2651 PID - EB2651 EB2651 STATE/COUNTY- NC/ROBESON EB2651 USGS QUAD - FAIRMONT (1962) EB2651 EB2651 *CURRENT SURVEY CONTROL EB2651 ___________________________________________________________________ EB2651* NAD 83(1986)- 34 29 38.85383(N) 079 06 22.84982(W) ADJUSTED EB2651* NAVD 88 - 31.231 (meters) 102.46 (feet) ADJUSTED EB2651 ___________________________________________________________________ EB2651 LAPLACE CORR- -4.95 (seconds) DEFLEC99 EB2651 GEOID HEIGHT- -33.62 (meters) GEOID03 EB2651 DYNAMIC HT - 31.201 (meters) 102.37 (feet) COMP EB2651 MODELED GRAV- 979,667.9 (mgal) NAVD 88 EB2651 EB2651 HORZ ORDER - SECOND EB2651 VERT ORDER - SECOND CLASS II EB2651 EB2651.The North Carolina HARNS have been completed but, EB2651.due to contractual restrictions, coordinates for these stations EB2651.will NOT be published in the near future. In the interim, the EB2651.published coordinates in North Carolina will not be EB2651.consistent with the Continuously Operating Reference Stations EB2651.(CORS). The HARN coordinates for these stations are available EB2651.upon request. Contact Gary Thompson(919-733-3836). EB2651. EB2651.In addition, the published North Carolina positions EB2651.(NAD 83 (1986)) are NOT consistent with those determined in EB2651.adjacent state readjustments. The discontinuity between stations EB2651.located in North Carolina and those in adjacent states EB2651.which have been adjusted to the HARN may be as much as 5 EB2651.decimeters. This will result in a significant loss of accuracy EB2651.over lines crossing such state borders. EB2651 EB2651 EB2651.The horizontal coordinates were established by classical geodetic methods EB2651.and adjusted by the National Geodetic Survey in July 1986. EB2651 EB2651.The orthometric height was determined by differential leveling EB2651.and adjusted by the National Geodetic Survey in October 1999. EB2651 EB2651.The Laplace correction was computed from DEFLEC99 derived deflections. EB2651 EB2651.The geoid height was determined by GEOID03. EB2651 EB2651.The dynamic height is computed by dividing the NAVD 88 EB2651.geopotential number by the normal gravity value computed on the EB2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2651.degrees latitude (g = 980.6199 gals.). EB2651 EB2651.The modeled gravity was interpolated from observed gravity values. EB2651 EB2651; North East Units Scale Factor Converg. EB2651;SPC NC - 82,553.068 599,834.012 MT 0.99995935 -0 03 41.0 EB2651;SPC NC - 270,842.86 1,967,955.42 sFT 0.99995935 -0 03 41.0 EB2651;SPC SC - 296,671.732 783,497.611 MT 0.99989711 +1 02 59.4 EB2651;SPC SC - 973,332.45 2,570,530.22 iFT 0.99989711 +1 02 59.4 EB2651;UTM 17 - 3,818,573.411 673,867.112 MT 0.99997262 +1 04 21.7 EB2651 EB2651! - Elev Factor x Scale Factor = Combined Factor EB2651!SPC NC - 1.00000038 x 0.99995935 = 0.99995973 EB2651!SPC SC - 1.00000038 x 0.99989711 = 0.99989749 EB2651!UTM 17 - 1.00000038 x 0.99997262 = 0.99997300 EB2651 EB2651: Primary Azimuth Mark Grid Az EB2651:SPC NC - CEM 101 24 14.4 EB2651:SPC SC - CEM 100 17 34.0 EB2651:UTM 17 - CEM 100 16 11.7 EB2651 EB2651|---------------------------------------------------------------------| EB2651| PID Reference Object Distance Geod. Az | EB2651| dddmmss.s | EB2651| EB2640 CEM APPROX. 0.7 KM 1012033.4 | EB2651| EB2642 CURRIE 259.026 METERS 26830 | EB2651|---------------------------------------------------------------------| EB2651 EB2651 SUPERSEDED SURVEY CONTROL EB2651 EB2651 NAD 27 - 34 29 38.26692(N) 079 06 23.72185(W) AD( ) 2 EB2651 NGVD 29 (07/19/86) 31.55 (m) 103.5 (f) LEVELING 3 EB2651 EB2651.Superseded values are not recommended for survey control. EB2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2651.See file dsdata.txt to determine how the superseded data were derived. EB2651 EB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7386718573(NAD 83) EB2651_MARKER: DE = TRAVERSE STATION DISK EB2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2651_STAMPING: HIGGINS 1966 EB2651_MARK LOGO: NCGS EB2651_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2651+STABILITY: SURFACE MOTION EB2651 EB2651 HISTORY - Date Condition Report By EB2651 HISTORY - 1966 MONUMENTED NCGS EB2651 HISTORY - 19890515 GOOD NCGS EB2651 EB2651 STATION DESCRIPTION EB2651 EB2651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2651'HIGGINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2651'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2651' EB2651'HIGGINS IS 0.5 MILES EAST OF INTERSECTION OF NC 41 AND NC 130 EB2651'IN FAIRMONT. TO REACH STATION PROCEED FROM INTERSECTION OF NC EB2651'41 AND NC 130 IN FAIRMONT EAST ALONG NC 130 FOR 0.45 MILES EB2651'TO THE STATION ON THE LEFT. EB2651' EB2651'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2651'HIGGINS 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2651'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2651' EB2651'MARK IS EB2651' EB2651'15.1 FT SW OF FIRE HYDRANT EB2651' EB2651'40.6 FT W OF PP 1 WITH ALUMINUM REF. TAG EB2651' EB2651'10.3 FT NE OF CENTER OF DRAIN ON NORTH SIDE OF ROAD EB2651' EB2651'39.3 FT NW OF CENTER OF MAN HOLE NEAR INTERSECTION OF NC 130 EB2651'AND DIRT ROAD EB2651' EB2651'4.0 FT NW OF BACK OF CURB ALONG NORTH SIDE OF ROAD EB2651' EB2651'24.8 FT N OF C/L OF NC 130 EB2651' EB2651'40.6 FT NW OF TP 44C WITH ALUMINUM REF. TAG ON SOUTH SIDE OF ROAD EB2651 EB2651 STATION RECOVERY (1989) EB2651 EB2651'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB2651'STATION IS LOCATED IN FAIRMONT. ALONG NC 130 (COTTAGE STREET) FOR 0.45 EB2651'MI (0.72 KM) EAST TO POWELL STREET, IN THE NORTHWEST QUADRANT. MARK IS EB2651'1 INCH BELOW GROUND. LOCATED 4.97 M (16.31 FT) WEST OF A WATER METER EB2651'IN THE CENTERLINE OF POWELL STREET, 7.56 M (24.80 FT) NORTH OF THE EB2651'CENTERLINE OF NC 130, 11.97 M (39.27 FT) NORTHWEST OF A MANHOLE IN THE EB2651'INTERSECTION, 4.60 M (15.09 FT) SOUTHWEST OF A FIRE HYDRANT, 3.14 M EB2651'(10.30 FT) NORTHEAST OF A DRAIN ON THE NORTH SIDE OF THE ROAD, 1.22 M EB2651'(4.00 FT) NORTHWEST OF THE BACK OF A CURB ALONG THE NORTH SIDE OF THE EB2651'ROAD, 8.23 M (27.00 FT) EAST-SOUTHEAST OF THE CENTER OF THE BOTTOM EB2651'CONCRETE STEP, AND 12.37 M (40.58 FT) WEST OF A POWER POLE WITH A EB2651'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3872 *********************************************************************** EB3872 DESIGNATION - HIGH EB3872 PID - EB3872 EB3872 STATE/COUNTY- NC/ROBESON EB3872 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3872 EB3872 *CURRENT SURVEY CONTROL EB3872 ___________________________________________________________________ EB3872* NAD 83(1986)- 34 37 38.75605(N) 079 02 24.64264(W) ADJUSTED EB3872* NAVD 88 - 45.4 (meters) 149. (feet) VERTCON EB3872 ___________________________________________________________________ EB3872 LAPLACE CORR- -5.64 (seconds) DEFLEC99 EB3872 GEOID HEIGHT- -33.80 (meters) GEOID03 EB3872 EB3872 HORZ ORDER - SECOND EB3872 EB3872.The North Carolina HARNS have been completed but, EB3872.due to contractual restrictions, coordinates for these stations EB3872.will NOT be published in the near future. In the interim, the EB3872.published coordinates in North Carolina will not be EB3872.consistent with the Continuously Operating Reference Stations EB3872.(CORS). The HARN coordinates for these stations are available EB3872.upon request. Contact Gary Thompson(919-733-3836). EB3872. EB3872.In addition, the published North Carolina positions EB3872.(NAD 83 (1986)) are NOT consistent with those determined in EB3872.adjacent state readjustments. The discontinuity between stations EB3872.located in North Carolina and those in adjacent states EB3872.which have been adjusted to the HARN may be as much as 5 EB3872.decimeters. This will result in a significant loss of accuracy EB3872.over lines crossing such state borders. EB3872 EB3872 EB3872.The horizontal coordinates were established by classical geodetic methods EB3872.and adjusted by the National Geodetic Survey in April 1991. EB3872 EB3872.The NAVD 88 height was computed by applying the VERTCON shift value to EB3872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3872 EB3872.The Laplace correction was computed from DEFLEC99 derived deflections. EB3872 EB3872.The geoid height was determined by GEOID03. EB3872 EB3872; North East Units Scale Factor Converg. EB3872;SPC NC - 97,335.763 605,917.103 MT 0.99993154 -0 01 23.5 EB3872;SPC NC - 319,342.42 1,987,913.03 sFT 0.99993154 -0 01 23.5 EB3872;UTM 17 - 3,833,474.357 679,656.273 MT 0.99999784 +1 06 50.2 EB3872 EB3872! - Elev Factor x Scale Factor = Combined Factor EB3872!SPC NC - 0.99999819 x 0.99993154 = 0.99992973 EB3872!UTM 17 - 0.99999819 x 0.99999784 = 0.99999603 EB3872 EB3872 SUPERSEDED SURVEY CONTROL EB3872 EB3872 NGVD 29 (04/22/91) 45.6 (m) 150. (f) VERT ANG EB3872 EB3872.Superseded values are not recommended for survey control. EB3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3872.See file dsdata.txt to determine how the superseded data were derived. EB3872 EB3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7965633474(NAD 83) EB3872_MARKER: DE = TRAVERSE STATION DISK EB3872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3872_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3872_STAMPING: HIGH 1977 EB3872_MARK LOGO: NCGS EB3872_MAGNETIC: N = NO MAGNETIC MATERIAL EB3872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3872+STABILITY: SURFACE MOTION EB3872 EB3872 HISTORY - Date Condition Report By EB3872 HISTORY - 1977 MONUMENTED NCGS EB3872 HISTORY - 19890606 GOOD NCGS EB3872 EB3872 STATION DESCRIPTION EB3872 EB3872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3872'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES WEST OF LUMBERTON. EB3872' EB3872'THE STATION IS LOCATED IN MEDIAN AT THE SOUTHWEST END OF THE I 95 EB3872'BRIDGES OVER SEABOARD COAST LINE RAILROAD. EB3872' EB3872'STATION MARK IS A STANDARD DISK STAMPED---HIGH 1977---SET IN THE TOP EB3872'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE. MARK EB3872'IS 26.6 FEET NORTH-NORTHWEST OF CENTERLINE OF NORTH BOUND LANES, 26.9 EB3872'FEET SOUTH-SOUTHEAST OF CENTERLINE OF SOUTH BOUND LANES, 10.9 FEET EB3872'SOUTHEAST OF SOUTH END OF EAST RAIL OF SOUTH BOUND BRIDGE AND 18.5 EB3872'FEET WEST OF SOUTH END OF WEST RAIL OF NORTH BOUND BRIDGE. EB3872 EB3872 STATION RECOVERY (1989) EB3872 EB3872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3872'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3873 *********************************************************************** EB3873 DESIGNATION - HIGHER EB3873 PID - EB3873 EB3873 STATE/COUNTY- NC/ROBESON EB3873 USGS QUAD - RED SPRINGS (1974) EB3873 EB3873 *CURRENT SURVEY CONTROL EB3873 ___________________________________________________________________ EB3873* NAD 83(1986)- 34 45 23.58755(N) 079 07 30.02569(W) ADJUSTED EB3873* NAVD 88 - 63.142 (meters) 207.16 (feet) ADJUSTED EB3873 ___________________________________________________________________ EB3873 LAPLACE CORR- -5.72 (seconds) DEFLEC99 EB3873 GEOID HEIGHT- -33.26 (meters) GEOID03 EB3873 DYNAMIC HT - 63.083 (meters) 206.96 (feet) COMP EB3873 MODELED GRAV- 979,699.0 (mgal) NAVD 88 EB3873 EB3873 HORZ ORDER - SECOND EB3873 VERT ORDER - SECOND CLASS II EB3873 EB3873.The North Carolina HARNS have been completed but, EB3873.due to contractual restrictions, coordinates for these stations EB3873.will NOT be published in the near future. In the interim, the EB3873.published coordinates in North Carolina will not be EB3873.consistent with the Continuously Operating Reference Stations EB3873.(CORS). The HARN coordinates for these stations are available EB3873.upon request. Contact Gary Thompson(919-733-3836). EB3873. EB3873.In addition, the published North Carolina positions EB3873.(NAD 83 (1986)) are NOT consistent with those determined in EB3873.adjacent state readjustments. The discontinuity between stations EB3873.located in North Carolina and those in adjacent states EB3873.which have been adjusted to the HARN may be as much as 5 EB3873.decimeters. This will result in a significant loss of accuracy EB3873.over lines crossing such state borders. EB3873 EB3873 EB3873.The horizontal coordinates were established by classical geodetic methods EB3873.and adjusted by the National Geodetic Survey in April 1991. EB3873 EB3873.The orthometric height was determined by differential leveling EB3873.and adjusted by the National Geodetic Survey in October 1999. EB3873 EB3873.The Laplace correction was computed from DEFLEC99 derived deflections. EB3873 EB3873.The geoid height was determined by GEOID03. EB3873 EB3873.The dynamic height is computed by dividing the NAVD 88 EB3873.geopotential number by the normal gravity value computed on the EB3873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3873.degrees latitude (g = 980.6199 gals.). EB3873 EB3873.The modeled gravity was interpolated from observed gravity values. EB3873 EB3873; North East Units Scale Factor Converg. EB3873;SPC NC - 111,664.985 598,156.889 MT 0.99990970 -0 04 19.7 EB3873;SPC NC - 366,354.20 1,962,453.06 sFT 0.99990970 -0 04 19.7 EB3873;UTM 17 - 3,847,647.306 671,612.210 MT 0.99996300 +1 04 09.0 EB3873 EB3873! - Elev Factor x Scale Factor = Combined Factor EB3873!SPC NC - 0.99999531 x 0.99990970 = 0.99990501 EB3873!UTM 17 - 0.99999531 x 0.99996300 = 0.99995831 EB3873 EB3873 SUPERSEDED SURVEY CONTROL EB3873 EB3873 NGVD 29 (04/22/91) 63.4 (m) 208. (f) VERT ANG EB3873 EB3873.Superseded values are not recommended for survey control. EB3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3873.See file dsdata.txt to determine how the superseded data were derived. EB3873 EB3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7161247647(NAD 83) EB3873_MARKER: DH = HORIZONTAL CONTROL DISK EB3873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3873_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3873_STAMPING: HIGHER 1977 EB3873_MARK LOGO: NCGS EB3873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3873+STABILITY: SURFACE MOTION EB3873 EB3873 HISTORY - Date Condition Report By EB3873 HISTORY - 1977 MONUMENTED NCGS EB3873 HISTORY - 19881228 GOOD NCGS EB3873 EB3873 STATION DESCRIPTION EB3873 EB3873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3873'THE STATION IS LOCATED APPROXIMATELY 11.3 MILES NORTHWEST OF LUMBERTON EB3873'AND 5.2 MILES SOUTHEAST OF RED SPRINGS. EB3873' EB3873'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB3873'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 5.25 MILES TO A BRIDGE EB3873'OVER SEABOARD COAST LINE RAILROAD AND STATION AT SOUTHWEST CORNER OF EB3873'THE BRIDGE. EB3873' EB3873'STATION MARK IS A STANDARD DISK STAMPED---HIGHER 1977---SET IN THE EB3873'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES ABOVE THE GROUND EB3873'SURFACE. THE MARK IS 14.7 FEET SOUTHWEST OF CENTERLINE OF NC 211, 6.4 EB3873'FEET SOUTHEAST OF SOUTH END OF WEST BRIDGE RAIL, 34.6 FEET EB3873'SOUTH-SOUTHWEST OF SOUTH END OF EAST BRIDGE RAIL, 2.8 FEET NORTHWEST EB3873'OF SECOND I BEAM OF GUARD RAIL AND 1.1 FEET SOUTHWEST OF GUARD RAIL. EB3873 EB3873 STATION RECOVERY (1988) EB3873 EB3873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3873'STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTHWEST OF LUMBERTON AND EB3873'5.2 MI (8.4 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH AVENUE) EB3873'FOR 5.25 MI (8.45 KM) SOUTHEAST FROM MAIN STREET (IN RED SPRINGS), AT EB3873'THE BRIDGE OVER SEABOARD COAST LINE RAILROAD, NEAR SOUTHEAST END, AT EB3873'SOUTHEAST CORNER OF THE SOUTHWEST BRIDGE RAIL. MARK PROJECTS 2 INCHES EB3873'ABOVE THE GROUND. LOCATED 14.7 FT (4.5 M) SOUTHWEST OF CENTERLINE OF EB3873'NC 211, 6.4 FT (2.0 M) SOUTHEAST OF SOUTH END OF SOUTHWEST BRIDGE EB3873'RAIL, 34.6 FT (10.5 M) SOUTH-SOUTHWEST OF SOUTH END OF NORTHEAST EB3873'BRIDGE RAIL, AND 1.1 FT (0.3 M) SOUTHWEST OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1642 *********************************************************************** EB1642 DESIGNATION - HIGHWAY EB1642 PID - EB1642 EB1642 STATE/COUNTY- NC/ROBESON EB1642 USGS QUAD - PEMBROKE (1982) EB1642 EB1642 *CURRENT SURVEY CONTROL EB1642 ___________________________________________________________________ EB1642* NAD 83(1986)- 34 40 19.22711(N) 079 14 17.72685(W) ADJUSTED EB1642* NAVD 88 - 49.117 (meters) 161.14 (feet) ADJUSTED EB1642 ___________________________________________________________________ EB1642 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB1642 GEOID HEIGHT- -33.03 (meters) GEOID03 EB1642 DYNAMIC HT - 49.070 (meters) 160.99 (feet) COMP EB1642 MODELED GRAV- 979,690.6 (mgal) NAVD 88 EB1642 EB1642 HORZ ORDER - THIRD EB1642 VERT ORDER - SECOND CLASS I EB1642 EB1642.The North Carolina HARNS have been completed but, EB1642.due to contractual restrictions, coordinates for these stations EB1642.will NOT be published in the near future. In the interim, the EB1642.published coordinates in North Carolina will not be EB1642.consistent with the Continuously Operating Reference Stations EB1642.(CORS). The HARN coordinates for these stations are available EB1642.upon request. Contact Gary Thompson(919-733-3836). EB1642. EB1642.In addition, the published North Carolina positions EB1642.(NAD 83 (1986)) are NOT consistent with those determined in EB1642.adjacent state readjustments. The discontinuity between stations EB1642.located in North Carolina and those in adjacent states EB1642.which have been adjusted to the HARN may be as much as 5 EB1642.decimeters. This will result in a significant loss of accuracy EB1642.over lines crossing such state borders. EB1642 EB1642 EB1642.The horizontal coordinates were established by GPS observations EB1642.and adjusted by the National Geodetic Survey in January 1989. EB1642 EB1642.The orthometric height was determined by differential leveling EB1642.and adjusted by the National Geodetic Survey in June 1991. EB1642.WARNING-GPS observations at this control monument resulted in a GPS EB1642.derived orthometric height which differed from the leveled height by EB1642.more than one decimeter (0.1 meter). EB1642 EB1642.The Laplace correction was computed from DEFLEC99 derived deflections. EB1642 EB1642.The geoid height was determined by GEOID03. EB1642 EB1642.The dynamic height is computed by dividing the NAVD 88 EB1642.geopotential number by the normal gravity value computed on the EB1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1642.degrees latitude (g = 980.6199 gals.). EB1642 EB1642.The modeled gravity was interpolated from observed gravity values. EB1642 EB1642; North East Units Scale Factor Converg. EB1642;SPC NC - 102,305.785 587,766.393 MT 0.99992343 -0 08 15.1 EB1642;SPC NC - 335,648.23 1,928,363.57 sFT 0.99992343 -0 08 15.1 EB1642;UTM 17 - 3,838,082.882 661,409.819 MT 0.99992112 +1 00 08.8 EB1642 EB1642! - Elev Factor x Scale Factor = Combined Factor EB1642!SPC NC - 0.99999748 x 0.99992343 = 0.99992091 EB1642!UTM 17 - 0.99999748 x 0.99992112 = 0.99991860 EB1642 EB1642 SUPERSEDED SURVEY CONTROL EB1642 EB1642 NAD 27 - 34 40 18.62351(N) 079 14 18.59342(W) AD( ) 3 EB1642 NGVD 29 (10/06/93) 49.400 (m) 162.07 (f) ADJUSTED 2 1 EB1642 EB1642.Superseded values are not recommended for survey control. EB1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1642.See file dsdata.txt to determine how the superseded data were derived. EB1642 EB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6141038083(NAD 83) EB1642_MARKER: DE = TRAVERSE STATION DISK EB1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1642_SP_SET: CONCRETE POST EB1642_STAMPING: HIGHWAY 1977 EB1642_MARK LOGO: NCGS EB1642_PROJECTION: RECESSED 3 CENTIMETERS EB1642_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1642+STABILITY: SURFACE MOTION EB1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1642+SATELLITE: SATELLITE OBSERVATIONS - 1986 EB1642 EB1642 HISTORY - Date Condition Report By EB1642 HISTORY - 1977 MONUMENTED NCGS EB1642 HISTORY - 1978 GOOD NCGS EB1642 HISTORY - 1986 GOOD NGS EB1642 HISTORY - 1990 GOOD USPSQD EB1642 HISTORY - 19951118 MARK NOT FOUND USPSQD EB1642 EB1642 STATION DESCRIPTION EB1642 EB1642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1642'THE STATION IS LOCATED APPROXIMATELY 7.7 MILES SOUTHEAST OF MAXTON EB1642'AND 2.6 MILES WEST-SOUTHWEST OF PEMBROKE. EB1642' EB1642'THE STATION IS AT THE CROSSROADS OF US 74 AND NC 710 WEST OF PEMBROKE EB1642'IN A TRIANGULAR ASPHALT TRAFFIC ISLAND ON THE SOUTH SIDE OF EB1642'INTERSECTION. EB1642' EB1642'STATION MARK IS A STANDARD DISK STAMPED---HIGHWAY 1977---SET IN THE EB1642'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB1642'THE MARK IS 32.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 74, 35.7 EB1642'FEET SOUTHEAST OF CENTERLINE OF NC 710, 32.3 FEET EAST-SOUTHEAST OF EB1642'STOP SIGN WITH REFERENCE TAG, 88.9 FEET SOUTHWEST OF BRACE POLE WITH EB1642'REFERENCE TAG, 108.4 FEET NORTH-NORTHWEST OF A 18 INCH PINE WITH EB1642'REFERENCE TAG AND 122.9 FEET NORTH OF TELEPHONE POLE PEDESTAL. EB1642 EB1642 STATION RECOVERY (1978) EB1642 EB1642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1642'2.6 MI SW FROM PEMBROKE. EB1642'AT THE U.S. 74 AND N.C. 710 CROSSROAD WEST OF PEMBROKE, IN A EB1642'TRIANGULAR SHAPED ASPHALT TRAFFIC ISLAND ON SOUTH SIDE OF EB1642'INTERSECTION, 32.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF U.S. 74, EB1642'35.7 FEET SOUTHEAST OF CENTERLINE OF N.C. 710, 32.3 FEET EB1642'EAST-SOUTHEAST OF STOP SIGN POST WITH REFERENCE TAG, 88.9 FEET EB1642'SOUTHWEST OF BRACE POLE WITH REFERENCE TAG, 108.4 FEET NORTH- EB1642'NORTHWEST OF 18 INCH PINE WITH REFERENCE TAG AND 122.9 FEET EB1642'NORTH OF TELEPHONE PEDESTAL. EB1642 EB1642 STATION RECOVERY (1986) EB1642 EB1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB1642'THE STATION WAS RECOVERED AT THIS DATE, EB1642'IN GOOD CONDITION. EB1642' EB1642'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI) EB1642'SOUTHEAST OF LAURINBURG AND AT THE JUNCTION OF U.S. HIGHWAY 74 AND EB1642'STATE HIGHWAY 710. EB1642'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. EB1642' EB1642'FOR TO REACH, SEE THE GENERAL LOCATION. EB1642' EB1642'THE STATION IS A STANDARD NCGS DISK EB1642'STAMPED---HIGHWAY 1977---, EB1642'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB1642'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB1642'9.85 KM (32.3 MI) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF EB1642'HIGHWAY 74, EB1642'10.88 METERS (35.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF EB1642'HIGHWAY 710, EB1642'33.04 METERS (108.4 FT) NORTH-NORTHWEST FROM A PINE TREE 46 CM IN EB1642'DIAMETER WITH A TRIANGULAR REFERENCE TAG, EB1642'27.10 METERS (88.9 FT) SOUTHWEST FROM A UTILITY BRACE POLE WITH A EB1642'TRIANGULAR REFERENCE TAG AND IN THE ASPHALT ISLAND. EB1642' EB1642'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB1642'MARCH 1986. EB1642' EB1642'THIS STATION SUITABLE FOR GPS SURVEYS. EB1642' EB1642'DESCRIBED BY R.T. WOODRUFF. EB1642 EB1642 STATION RECOVERY (1990) EB1642 EB1642'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP) EB1642'RECOVERED IN GOOD CONDITION. EB1642 EB1642 STATION RECOVERY (1995) EB1642 EB1642'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1642'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3874 *********************************************************************** EB3874 DESIGNATION - HINI EB3874 PID - EB3874 EB3874 STATE/COUNTY- NC/ROBESON EB3874 USGS QUAD - MC DONALD (1972) EB3874 EB3874 *CURRENT SURVEY CONTROL EB3874 ___________________________________________________________________ EB3874* NAD 83(1986)- 34 35 11.29118(N) 079 07 30.94231(W) ADJUSTED EB3874* NAVD 88 - 51.3 (meters) 168. (feet) VERTCON EB3874 ___________________________________________________________________ EB3874 LAPLACE CORR- -5.66 (seconds) DEFLEC99 EB3874 GEOID HEIGHT- -33.53 (meters) GEOID03 EB3874 EB3874 HORZ ORDER - SECOND EB3874 EB3874.The North Carolina HARNS have been completed but, EB3874.due to contractual restrictions, coordinates for these stations EB3874.will NOT be published in the near future. In the interim, the EB3874.published coordinates in North Carolina will not be EB3874.consistent with the Continuously Operating Reference Stations EB3874.(CORS). The HARN coordinates for these stations are available EB3874.upon request. Contact Gary Thompson(919-733-3836). EB3874. EB3874.In addition, the published North Carolina positions EB3874.(NAD 83 (1986)) are NOT consistent with those determined in EB3874.adjacent state readjustments. The discontinuity between stations EB3874.located in North Carolina and those in adjacent states EB3874.which have been adjusted to the HARN may be as much as 5 EB3874.decimeters. This will result in a significant loss of accuracy EB3874.over lines crossing such state borders. EB3874 EB3874 EB3874.The horizontal coordinates were established by classical geodetic methods EB3874.and adjusted by the National Geodetic Survey in April 1991. EB3874 EB3874.The NAVD 88 height was computed by applying the VERTCON shift value to EB3874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3874 EB3874.The Laplace correction was computed from DEFLEC99 derived deflections. EB3874 EB3874.The geoid height was determined by GEOID03. EB3874 EB3874; North East Units Scale Factor Converg. EB3874;SPC NC - 92,798.456 598,109.772 MT 0.99993951 -0 04 20.3 EB3874;SPC NC - 304,456.27 1,962,298.48 sFT 0.99993951 -0 04 20.3 EB3874;UTM 17 - 3,828,782.817 671,940.158 MT 0.99996440 +1 03 52.0 EB3874 EB3874! - Elev Factor x Scale Factor = Combined Factor EB3874!SPC NC - 0.99999721 x 0.99993951 = 0.99993672 EB3874!UTM 17 - 0.99999721 x 0.99996440 = 0.99996161 EB3874 EB3874 SUPERSEDED SURVEY CONTROL EB3874 EB3874 NGVD 29 (04/22/91) 51.6 (m) 169. (f) VERT ANG EB3874 EB3874.Superseded values are not recommended for survey control. EB3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3874.See file dsdata.txt to determine how the superseded data were derived. EB3874 EB3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7194028783(NAD 83) EB3874_MARKER: DE = TRAVERSE STATION DISK EB3874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3874_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3874_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3874+STABILITY: SURFACE MOTION EB3874 EB3874 HISTORY - Date Condition Report By EB3874 HISTORY - 1977 MONUMENTED NCGS EB3874 EB3874 STATION DESCRIPTION EB3874 EB3874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3874'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTHEAST OF MCDONALD EB3874'AND 7.0 MILES WEST-SOUTHWEST OF LUMBERTON. EB3874' EB3874'TO REACH STATION FROM US 74 OVERPASS OF I 95 PROCEED SOUTHWEST ALONG EB3874'I 95 FOR 1.65 MILES TO SR 2422 OVERPASS AND STATION AT SOUTHEAST EB3874'CORNER OF BRIDGE. EB3874' EB3874'STATION MARK IS A STANDARD DISK STAMPED---HINI 1977---SET IN THE TOP EB3874'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. EB3874'THE MARK IS 19.7 FEET EAST-SOUTHEAST OF CENTERLINE OF SR 2422, 23.5 EB3874'FEET SOUTHWEST OF SOUTH END OF CONCRETE BRIDGE RAIL, 16.8 FEET EB3874'SOUTHWEST OF SOUTH END OF WINGWALL, 4.3 FEET SOUTH OF SIXTH GUARD RAIL EB3874'POST AND 2.9 FEET NORTHEAST OF SEVENTH GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2534 *********************************************************************** EB2534 DESIGNATION - HOLLINGSWORTH EB2534 PID - EB2534 EB2534 STATE/COUNTY- NC/ROBESON EB2534 USGS QUAD - SAINT PAULS (1986) EB2534 EB2534 *CURRENT SURVEY CONTROL EB2534 ___________________________________________________________________ EB2534* NAD 83(1986)- 34 50 25.00699(N) 078 58 47.71816(W) ADJUSTED EB2534* NAVD 88 - 52.2 (meters) 171. (feet) VERTCON EB2534 ___________________________________________________________________ EB2534 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB2534 GEOID HEIGHT- -33.59 (meters) GEOID03 EB2534 EB2534 HORZ ORDER - SECOND EB2534 EB2534.The North Carolina HARNS have been completed but, EB2534.due to contractual restrictions, coordinates for these stations EB2534.will NOT be published in the near future. In the interim, the EB2534.published coordinates in North Carolina will not be EB2534.consistent with the Continuously Operating Reference Stations EB2534.(CORS). The HARN coordinates for these stations are available EB2534.upon request. Contact Gary Thompson(919-733-3836). EB2534. EB2534.In addition, the published North Carolina positions EB2534.(NAD 83 (1986)) are NOT consistent with those determined in EB2534.adjacent state readjustments. The discontinuity between stations EB2534.located in North Carolina and those in adjacent states EB2534.which have been adjusted to the HARN may be as much as 5 EB2534.decimeters. This will result in a significant loss of accuracy EB2534.over lines crossing such state borders. EB2534 EB2534 EB2534.The horizontal coordinates were established by classical geodetic methods EB2534.and adjusted by the National Geodetic Survey in July 1986. EB2534 EB2534.The NAVD 88 height was computed by applying the VERTCON shift value to EB2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2534 EB2534.The Laplace correction was computed from DEFLEC99 derived deflections. EB2534 EB2534.The geoid height was determined by GEOID03. EB2534 EB2534; North East Units Scale Factor Converg. EB2534;SPC NC - 120,945.553 611,437.498 MT 0.99989822 +0 00 41.7 EB2534;SPC NC - 396,802.20 2,006,024.52 sFT 0.99989822 +0 00 41.7 EB2534;UTM 17 - 3,857,191.561 684,706.358 MT 1.00002050 +1 09 15.8 EB2534 EB2534! - Elev Factor x Scale Factor = Combined Factor EB2534!SPC NC - 0.99999708 x 0.99989822 = 0.99989530 EB2534!UTM 17 - 0.99999708 x 1.00002050 = 1.00001758 EB2534 EB2534: Primary Azimuth Mark Grid Az EB2534:SPC NC - HAGGIN 001 00 26.6 EB2534:UTM 17 - HAGGIN 359 51 52.5 EB2534 EB2534|---------------------------------------------------------------------| EB2534| PID Reference Object Distance Geod. Az | EB2534| dddmmss.s | EB2534| EB2535 HAGGIN APPROX. 1.6 KM 0010108.3 | EB2534|---------------------------------------------------------------------| EB2534 EB2534 SUPERSEDED SURVEY CONTROL EB2534 EB2534 NAD 27 - 34 50 24.41986(N) 078 58 48.61117(W) AD( ) 2 EB2534 NGVD 29 (07/19/86) 52.5 (m) 172. (f) VERT ANG EB2534 EB2534.Superseded values are not recommended for survey control. EB2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2534.See file dsdata.txt to determine how the superseded data were derived. EB2534 EB2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8470657192(NAD 83) EB2534_MARKER: DE = TRAVERSE STATION DISK EB2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2534_STAMPING: HOLLINGSWORTH 1969 EB2534_MARK LOGO: NCGS EB2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2534+STABILITY: SURFACE MOTION EB2534 EB2534 HISTORY - Date Condition Report By EB2534 HISTORY - 1969 MONUMENTED NCGS EB2534 HISTORY - 1980 MARK NOT FOUND USGS EB2534 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2534 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2534 EB2534 STATION DESCRIPTION EB2534 EB2534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2534'HOLLINGSWORTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2534'IN THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2534' EB2534'HOLLINGSWORTH IS LOCATED APPROXIMATELY 2.25 MILES NORTHWEST OF EB2534'ST. PAULS AND 4.6 MILES ESE OF PARKTON. TO REACH STATION PROCEED EB2534'FROM THE INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES EB2534'NORTHEAST OF ST. PAULS, GO NORTHWEST ON US 301 FOR 0.5 MILE TO EB2534'STATION ON LEFT, IN YARD OWNED BY MR. HOLLINGSWORTH, AND 0.05 MILE EB2534'SOUTHEAST OF INTERSECTION OF US 301 AND SR 1727. EB2534' EB2534'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2534'HOLLINGSWORTH 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2534'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2534' EB2534'MARK IS EB2534' EB2534'22.6 FEET W OF C/L OF US 301. EB2534'96.5 FEET N OF TP NO. 165 WITH ALUMINUM REF. TAG. EB2534'51.5 FEET OF C/L OF DRIVEWAY. EB2534'79.1 FEET E OF SE CORNER OF HOUSE. EB2534'130.3 FEET S OF TP NO. 164 WITH ALUMINUM REF. TAG. EB2534'44.3 FEET NW OF 20 INCH OAK TREE. EB2534 EB2534 STATION RECOVERY (1980) EB2534 EB2534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (RLM) EB2534'THE STATION WAS NOT FOUND, PROBABLY DESTROYED BY GRADING. EB2534 EB2534 STATION RECOVERY (1995) EB2534 EB2534'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2534'MARK NOT FOUND. EB2534 EB2534 STATION RECOVERY (2004) EB2534 EB2534'RECOVERY NOTE BY US POWER SQUADRON 2004 (CES) EB2534'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2630 *********************************************************************** EB2630 DESIGNATION - HORNE EB2630 PID - EB2630 EB2630 STATE/COUNTY- NC/ROBESON EB2630 USGS QUAD - WAKULLA (1982) EB2630 EB2630 *CURRENT SURVEY CONTROL EB2630 ___________________________________________________________________ EB2630* NAD 83(1986)- 34 49 35.48933(N) 079 18 17.85060(W) ADJUSTED EB2630* NAVD 88 - 69. (meters) 226. (feet) SCALED EB2630 ___________________________________________________________________ EB2630 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EB2630 GEOID HEIGHT- -32.71 (meters) GEOID03 EB2630 EB2630 HORZ ORDER - FIRST EB2630 EB2630.The North Carolina HARNS have been completed but, EB2630.due to contractual restrictions, coordinates for these stations EB2630.will NOT be published in the near future. In the interim, the EB2630.published coordinates in North Carolina will not be EB2630.consistent with the Continuously Operating Reference Stations EB2630.(CORS). The HARN coordinates for these stations are available EB2630.upon request. Contact Gary Thompson(919-733-3836). EB2630. EB2630.In addition, the published North Carolina positions EB2630.(NAD 83 (1986)) are NOT consistent with those determined in EB2630.adjacent state readjustments. The discontinuity between stations EB2630.located in North Carolina and those in adjacent states EB2630.which have been adjusted to the HARN may be as much as 5 EB2630.decimeters. This will result in a significant loss of accuracy EB2630.over lines crossing such state borders. EB2630 EB2630 EB2630.The horizontal coordinates were established by classical geodetic methods EB2630.and adjusted by the National Geodetic Survey in July 1986. EB2630 EB2630.The orthometric height was scaled from a topographic map. EB2630 EB2630.The Laplace correction was computed from DEFLEC99 derived deflections. EB2630 EB2630.The geoid height was determined by GEOID03. EB2630 EB2630; North East Units Scale Factor Converg. EB2630;SPC NC - 119,462.433 581,706.326 MT 0.99989996 -0 10 33.6 EB2630;SPC NC - 391,936.33 1,908,481.50 sFT 0.99989996 -0 10 33.6 EB2630;UTM 17 - 3,855,115.286 655,008.999 MT 0.99989615 +0 58 05.6 EB2630 EB2630! - Elev Factor x Scale Factor = Combined Factor EB2630!SPC NC - 0.99999435 x 0.99989996 = 0.99989431 EB2630!UTM 17 - 0.99999435 x 0.99989615 = 0.99989050 EB2630 EB2630: Primary Azimuth Mark Grid Az EB2630:SPC NC - HORNE AZ MK 353 00 43.8 EB2630:UTM 17 - HORNE AZ MK 351 52 04.6 EB2630 EB2630|---------------------------------------------------------------------| EB2630| PID Reference Object Distance Geod. Az | EB2630| dddmmss.s | EB2630| EB3362 HORNE RM 1 26.722 METERS 07426 | EB2630| EB2571 RED SPRINGS MUNICIPAL TANK APPROX.11.2 KM 0964759.8 | EB2630| EB2572 RED SPRINGS ROBBINS MILLS TANK APPROX. 9.7 KM 1022805.1 | EB2630| EB2613 PEMBROKE MUNICIPAL TANK APPROX.19.1 KM 1481212.5 | EB2630| EB2617 MAXTON OIL AND FERT CO TANK APPROX.10.6 KM 2045453.1 | EB2630| EB2615 MAXTON CAROLINA METH COLL DOME APPROX.11.1 KM 2055603.6 | EB2630| EB3363 HORNE RM 2 44.062 METERS 34949 | EB2630| EB3361 HORNE AZ MK 3525010.2 | EB2630|---------------------------------------------------------------------| EB2630 EB2630 SUPERSEDED SURVEY CONTROL EB2630 EB2630 NAD 27 - 34 49 34.91300(N) 079 18 18.69400(W) AD( ) 1 EB2630 EB2630.Superseded values are not recommended for survey control. EB2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2630.See file dsdata.txt to determine how the superseded data were derived. EB2630 EB2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5500955115(NAD 83) EB2630_MARKER: DS = TRIANGULATION STATION DISK EB2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2630 EB2630 HISTORY - Date Condition Report By EB2630 HISTORY - 1949 MONUMENTED CGS EB2630 EB2630 STATION DESCRIPTION EB2630 EB2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2630'STATION IS LOCATED 9 MILES NORTH OF MAXTON AND 9 MILES WEST OF EB2630'RED SPRING. IT IS 86 FEET NORTHWEST OF THE NORTHWEST CORNER OF EB2630'A FRAME HOUSE, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A EB2630'STORE OWNED BY MR. A.F. HORNE, 33 FEET EAST OF THE CENTER OF A EB2630'DIRT ROAD AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST. THE EB2630'MARK IS FLUSH AND THE DISK IS STAMPED HORNE 1949. EB2630' EB2630'REFERENCE MARK NO. 1 IS 29 FEET SOUTHEAST OF THE SOUTHEAST EB2630'CORNER OF THE STORE AND 1 FOOT SOUTH OF A FENCE LINE. THE MARK EB2630'IS FLUSH AND THE DISK IS STAMPED HORNE NO 1 1949. EB2630' EB2630'REFERENCE MARK NO. 2 IS 75 FEET NORTHWEST OF THE NORTHWEST EB2630'CORNER OF THE STORE AND 18 FEET WEST OF THE CENTER OF THE DIRT EB2630'ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HORNE EB2630'NO 2 1949. EB2630' EB2630'AZIMUTH MARK IS ON THE PROPERTY OF MR. J.D. MC GURK. IT IS 65 EB2630'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 2 FEET EB2630'SOUTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK EB2630'IS STAMPED HORNE 1949. EB2630' EB2630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 211 EB2630'AND 71 IN RED SPRING GO SOUTHWEST ON HIGHWAY 71 FOR 8.6 MILES EB2630'TO A DIRT CROSSROAD, TURN RIGHT AND GO NORTH FOR 3.5 MILES TO EB2630'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.35 MILE EB2630'TO AN ENTRANCE DRIVE ON THE LEFT, TURN LEFT AND GO WEST FOR 0.1 EB2630'TO THE RESIDENCE OF MR. J.D. MC GURK AND THE AZIMUTH MARK AS EB2630'DESCRIBED. EB2630' EB2630'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3875 *********************************************************************** EB3875 DESIGNATION - HOSPITAL EB3875 PID - EB3875 EB3875 STATE/COUNTY- NC/ROBESON EB3875 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3875 EB3875 *CURRENT SURVEY CONTROL EB3875 ___________________________________________________________________ EB3875* NAD 83(1986)- 34 38 17.76885(N) 079 01 07.70027(W) ADJUSTED EB3875* NAVD 88 - 41.5 (meters) 136. (feet) VERTCON EB3875 ___________________________________________________________________ EB3875 LAPLACE CORR- -5.52 (seconds) DEFLEC99 EB3875 GEOID HEIGHT- -33.87 (meters) GEOID03 EB3875 EB3875 HORZ ORDER - SECOND EB3875 EB3875.The North Carolina HARNS have been completed but, EB3875.due to contractual restrictions, coordinates for these stations EB3875.will NOT be published in the near future. In the interim, the EB3875.published coordinates in North Carolina will not be EB3875.consistent with the Continuously Operating Reference Stations EB3875.(CORS). The HARN coordinates for these stations are available EB3875.upon request. Contact Gary Thompson(919-733-3836). EB3875. EB3875.In addition, the published North Carolina positions EB3875.(NAD 83 (1986)) are NOT consistent with those determined in EB3875.adjacent state readjustments. The discontinuity between stations EB3875.located in North Carolina and those in adjacent states EB3875.which have been adjusted to the HARN may be as much as 5 EB3875.decimeters. This will result in a significant loss of accuracy EB3875.over lines crossing such state borders. EB3875 EB3875 EB3875.The horizontal coordinates were established by classical geodetic methods EB3875.and adjusted by the National Geodetic Survey in April 1991. EB3875 EB3875.The NAVD 88 height was computed by applying the VERTCON shift value to EB3875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3875 EB3875.The Laplace correction was computed from DEFLEC99 derived deflections. EB3875 EB3875.The geoid height was determined by GEOID03. EB3875 EB3875; North East Units Scale Factor Converg. EB3875;SPC NC - 98,537.275 607,877.089 MT 0.99992951 -0 00 39.1 EB3875;SPC NC - 323,284.38 1,994,343.42 sFT 0.99992951 -0 00 39.1 EB3875;UTM 17 - 3,834,714.620 681,592.167 MT 1.00000646 +1 07 35.1 EB3875 EB3875! - Elev Factor x Scale Factor = Combined Factor EB3875!SPC NC - 0.99999881 x 0.99992951 = 0.99992832 EB3875!UTM 17 - 0.99999881 x 1.00000646 = 1.00000527 EB3875 EB3875 SUPERSEDED SURVEY CONTROL EB3875 EB3875 NGVD 29 (04/22/91) 41.8 (m) 137. (f) VERT ANG EB3875 EB3875.Superseded values are not recommended for survey control. EB3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3875.See file dsdata.txt to determine how the superseded data were derived. EB3875 EB3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8159234715(NAD 83) EB3875_MARKER: DE = TRAVERSE STATION DISK EB3875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3875_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3875_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3875+STABILITY: SURFACE MOTION EB3875 EB3875 HISTORY - Date Condition Report By EB3875 HISTORY - 1977 MONUMENTED NCGS EB3875 EB3875 STATION DESCRIPTION EB3875 EB3875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3875'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH-NORTHWEST OF EB3875'LUMBERTON. EB3875' EB3875'TO REACH THE STATION FROM NC 211 OVERPASS OF I 95, PORCEED SOUTH ALONG EB3875'THE SERVICE ROAD (SR 1590) ON EAST SIDE OF I 95 FOR 0.75 MILE TO EB3875'STATION IN RIGHT SHOULDER OF SR 1590 ON PROLONGATION OF A SIGN EB3875'--LUMBERTON HOSPITAL EXIT 1/2 MILE-- AND 0.45 MILE NORTH OF SR 1536 EB3875'OVERPASS. EB3875' EB3875'STATION MARK IS A STANDARD DISK STAMPED---HOSPITAL 1977---SET IN THE EB3875'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3875'MARK IS 12.2 FEET NORTHWEST OF CENTERLINE OF SR 1590, 4.8 FEET SOUTH EB3875'OF FENCE POST, 6.8 FEET EAST OF A FENCE POST, 23.7 FEET SOUTHWEST OF EB3875'A 10 INCH FENCE POST AT A BRACE SECTION AND 26.4 FEET NORTHEAST OF A EB3875'FENCE POST ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3877 *********************************************************************** EB3877 DESIGNATION - HUNT EB3877 PID - EB3877 EB3877 STATE/COUNTY- NC/ROBESON EB3877 USGS QUAD - JOHNS (1971) EB3877 EB3877 *CURRENT SURVEY CONTROL EB3877 ___________________________________________________________________ EB3877* NAD 83(1986)- 34 37 33.05243(N) 079 25 58.28662(W) ADJUSTED EB3877* NAVD 88 - 46.5 (meters) 153. (feet) VERTCON EB3877 ___________________________________________________________________ EB3877 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3877 GEOID HEIGHT- -32.53 (meters) GEOID03 EB3877 EB3877 HORZ ORDER - SECOND EB3877 EB3877.The North Carolina HARNS have been completed but, EB3877.due to contractual restrictions, coordinates for these stations EB3877.will NOT be published in the near future. In the interim, the EB3877.published coordinates in North Carolina will not be EB3877.consistent with the Continuously Operating Reference Stations EB3877.(CORS). The HARN coordinates for these stations are available EB3877.upon request. Contact Gary Thompson(919-733-3836). EB3877. EB3877.In addition, the published North Carolina positions EB3877.(NAD 83 (1986)) are NOT consistent with those determined in EB3877.adjacent state readjustments. The discontinuity between stations EB3877.located in North Carolina and those in adjacent states EB3877.which have been adjusted to the HARN may be as much as 5 EB3877.decimeters. This will result in a significant loss of accuracy EB3877.over lines crossing such state borders. EB3877 EB3877 EB3877.The horizontal coordinates were established by classical geodetic methods EB3877.and adjusted by the National Geodetic Survey in April 1991. EB3877 EB3877.The NAVD 88 height was computed by applying the VERTCON shift value to EB3877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3877 EB3877.The Laplace correction was computed from DEFLEC99 derived deflections. EB3877 EB3877.The geoid height was determined by GEOID03. EB3877 EB3877; North East Units Scale Factor Converg. EB3877;SPC NC - 97,245.807 569,910.271 MT 0.99993183 -0 14 59.4 EB3877;SPC NC - 319,047.29 1,869,780.61 sFT 0.99993183 -0 14 59.4 EB3877;SPC SC - 310,779.000 753,294.567 MT 0.99993287 +0 52 07.8 EB3877;SPC SC - 1,019,616.14 2,471,438.87 iFT 0.99993287 +0 52 07.8 EB3877;UTM 17 - 3,832,668.813 643,658.637 MT 0.99985438 +0 53 26.3 EB3877 EB3877! - Elev Factor x Scale Factor = Combined Factor EB3877!SPC NC - 0.99999781 x 0.99993183 = 0.99992964 EB3877!SPC SC - 0.99999781 x 0.99993287 = 0.99993068 EB3877!UTM 17 - 0.99999781 x 0.99985438 = 0.99985219 EB3877 EB3877 SUPERSEDED SURVEY CONTROL EB3877 EB3877 NGVD 29 (04/22/91) 46.8 (m) 154. (f) VERT ANG EB3877 EB3877.Superseded values are not recommended for survey control. EB3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3877.See file dsdata.txt to determine how the superseded data were derived. EB3877 EB3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4365932669(NAD 83) EB3877_MARKER: DE = TRAVERSE STATION DISK EB3877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3877_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3877_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3877+STABILITY: SURFACE MOTION EB3877 EB3877 HISTORY - Date Condition Report By EB3877 HISTORY - 1977 MONUMENTED NCGS EB3877 EB3877 STATION DESCRIPTION EB3877 EB3877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3877'THE STATION IS LOCATED APPROXIMATELY 9.0 MILES SOUTH-SOUTHWEST OF EB3877'MAXTON AND 8.9 MILES NORTHWEST OF PLAINVIEW. EB3877' EB3877'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3877'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 3.6 MILES TO SR 1101 AND EB3877'STATION ABOUT 250 FEET EAST OF CROSSROADS ON THE HIGH GROUND BETWEEN EB3877'A LILLY POND AND HUNTS STORE. EB3877' EB3877'STATION MARK IS A STANDARD DISK STAMPED---HUNT 1977---SET IN THE TOP EB3877'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3877'MARK IS 99.6 FEET SOUTH OF CENTERLINE OF NC 83, 251.6 FEET EAST OF EB3877'CENTERLINE OF SR 1101, 30.7 FEET SOUTHWEST OF A 4 INCH OAK WITH EB3877'REFERENCE TAG, 26.2 FEET SOUTHEAST OF A 6 INCH OAK WITH REFERENCE TAG EB3877'AND 91.3 FEET WEST-SOUTHWEST OF AN 8 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3878 *********************************************************************** EB3878 DESIGNATION - IDEA EB3878 PID - EB3878 EB3878 STATE/COUNTY- NC/ROBESON EB3878 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3878 EB3878 *CURRENT SURVEY CONTROL EB3878 ___________________________________________________________________ EB3878* NAD 83(1986)- 34 40 03.36631(N) 079 02 03.82380(W) ADJUSTED EB3878* NAVD 88 - 42.115 (meters) 138.17 (feet) ADJUSTED EB3878 ___________________________________________________________________ EB3878 LAPLACE CORR- -5.62 (seconds) DEFLEC99 EB3878 GEOID HEIGHT- -33.77 (meters) GEOID03 EB3878 DYNAMIC HT - 42.074 (meters) 138.04 (feet) COMP EB3878 MODELED GRAV- 979,669.6 (mgal) NAVD 88 EB3878 EB3878 HORZ ORDER - SECOND EB3878 VERT ORDER - SECOND CLASS II EB3878 EB3878.The North Carolina HARNS have been completed but, EB3878.due to contractual restrictions, coordinates for these stations EB3878.will NOT be published in the near future. In the interim, the EB3878.published coordinates in North Carolina will not be EB3878.consistent with the Continuously Operating Reference Stations EB3878.(CORS). The HARN coordinates for these stations are available EB3878.upon request. Contact Gary Thompson(919-733-3836). EB3878. EB3878.In addition, the published North Carolina positions EB3878.(NAD 83 (1986)) are NOT consistent with those determined in EB3878.adjacent state readjustments. The discontinuity between stations EB3878.located in North Carolina and those in adjacent states EB3878.which have been adjusted to the HARN may be as much as 5 EB3878.decimeters. This will result in a significant loss of accuracy EB3878.over lines crossing such state borders. EB3878 EB3878 EB3878.The horizontal coordinates were established by classical geodetic methods EB3878.and adjusted by the National Geodetic Survey in April 1991. EB3878 EB3878.The orthometric height was determined by differential leveling EB3878.and adjusted by the National Geodetic Survey in October 1999. EB3878 EB3878.The Laplace correction was computed from DEFLEC99 derived deflections. EB3878 EB3878.The geoid height was determined by GEOID03. EB3878 EB3878.The dynamic height is computed by dividing the NAVD 88 EB3878.geopotential number by the normal gravity value computed on the EB3878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3878.degrees latitude (g = 980.6199 gals.). EB3878 EB3878.The modeled gravity was interpolated from observed gravity values. EB3878 EB3878; North East Units Scale Factor Converg. EB3878;SPC NC - 101,791.413 606,448.912 MT 0.99992420 -0 01 11.5 EB3878;SPC NC - 333,960.66 1,989,657.81 sFT 0.99992420 -0 01 11.5 EB3878;UTM 17 - 3,837,940.004 680,099.543 MT 0.99999980 +1 07 06.1 EB3878 EB3878! - Elev Factor x Scale Factor = Combined Factor EB3878!SPC NC - 0.99999869 x 0.99992420 = 0.99992289 EB3878!UTM 17 - 0.99999869 x 0.99999980 = 0.99999849 EB3878 EB3878 SUPERSEDED SURVEY CONTROL EB3878 EB3878 NGVD 29 (04/22/91) 42.4 (m) 139. (f) VERT ANG EB3878 EB3878.Superseded values are not recommended for survey control. EB3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3878.See file dsdata.txt to determine how the superseded data were derived. EB3878 EB3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8010037940(NAD 83) EB3878_MARKER: DH = HORIZONTAL CONTROL DISK EB3878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3878_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3878_STAMPING: IDEA 1977 EB3878_MARK LOGO: NCGS EB3878_MAGNETIC: N = NO MAGNETIC MATERIAL EB3878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3878+STABILITY: SURFACE MOTION EB3878 EB3878 HISTORY - Date Condition Report By EB3878 HISTORY - 1977 MONUMENTED NCGS EB3878 HISTORY - 19881228 GOOD NCGS EB3878 EB3878 STATION DESCRIPTION EB3878 EB3878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3878'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHWEST OF EB3878'LUMBERTON AND 13.1 MILES SOUTHEAST OF OF RED SPRINGS. EB3878' EB3878'TO REACH STATION FROM THE NC 211 OVERPASS OF I 95 IN LUMBERTON, EB3878'PROCEED NORTHWEST ALONG NC 211 FOR 1.9 MILES TO SR 1527 ON LEFT AT EB3878'STATION ON RIGHT IN SHOULDER ON THE PROLONGATION OF THE CENTERLINE OF EB3878'SR 1527. EB3878' EB3878'STATION MARK IS A STANDARD DISK STAMPED---IDEA 1977---SET IN THE TOP EB3878'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3878'THE MARK IS 16.9 FEET NORTHEAST OF CENTERLINE OF NC 211, 52.0 FEET EB3878'EAST-NORTHEAST OF EASTERNMOST END OF A TRAFFIC ISLAND, 26.5 FEET EB3878'WEST-NORTHWEST OF A 15 INCH GUM WITH REFERENCE TAG, 58.9 FEET EB3878'SOUTH-SOUTHEAST OF A 15 INCH GUM WITH REFERENCE TAG, 43.1 FEET SOUTH EB3878'OF A BRACE POLE WITH REFERENCE TAG AND 91.5 FEET EAST-SOUTHEAST OF A EB3878'POWER POLE 106 WITH REFERENCE TAG. EB3878 EB3878 STATION RECOVERY (1988) EB3878 EB3878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3878'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHWEST OF LUMBERTON. EB3878'ALONG NC 211 FOR 1.9 MI (3.1 KM) NORTHWEST FROM THE OVERPASS OF I 95 EB3878'(IN LUMBERTON) AT SR 1527, IN THE RIGHT SHOULDER ON THE PROLONGATION EB3878'OF THE CENTERLINE OF THE ROAD. MARK IS 1-FOOT BELOW INTERSECTION AND EB3878'IS RECESSED 6 INCHES BELOW GROUND. LOCATED 16.4 FT (5.0 M) NORTHEAST EB3878'OF CENTERLINE OF NC 211, 66.5 FT (20.3 M) SOUTHEAST OF THE NORTHEAST EB3878'END OF A HIGHWAY CULVERT--AND 26.7 FT (8.1 M) NORTHWEST OF A POWER EB3878'POLE, 58.9 FT (18.0 M) SOUTH-SOUTHEAST OF A 15-INCH GUM, 43.1 FT (13.1 EB3878'M) SOUTH OF A BRACE POLE, 91.5 FT (27.9 M) EAST-SOUTHEAST OF A POWER EB3878'POLE (106) BESIDE A TELEPHONE PEDESTAL--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3879 *********************************************************************** EB3879 DESIGNATION - INSECT EB3879 PID - EB3879 EB3879 STATE/COUNTY- NC/ROBESON EB3879 USGS QUAD - EVERGREEN (1986) EB3879 EB3879 *CURRENT SURVEY CONTROL EB3879 ___________________________________________________________________ EB3879* NAD 83(1986)- 34 27 36.57350(N) 078 59 54.32850(W) ADJUSTED EB3879* NAVD 88 - 24.5 (meters) 80. (feet) VERTCON EB3879 ___________________________________________________________________ EB3879 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EB3879 GEOID HEIGHT- -33.90 (meters) GEOID03 EB3879 EB3879 HORZ ORDER - SECOND EB3879 EB3879.The North Carolina HARNS have been completed but, EB3879.due to contractual restrictions, coordinates for these stations EB3879.will NOT be published in the near future. In the interim, the EB3879.published coordinates in North Carolina will not be EB3879.consistent with the Continuously Operating Reference Stations EB3879.(CORS). The HARN coordinates for these stations are available EB3879.upon request. Contact Gary Thompson(919-733-3836). EB3879. EB3879.In addition, the published North Carolina positions EB3879.(NAD 83 (1986)) are NOT consistent with those determined in EB3879.adjacent state readjustments. The discontinuity between stations EB3879.located in North Carolina and those in adjacent states EB3879.which have been adjusted to the HARN may be as much as 5 EB3879.decimeters. This will result in a significant loss of accuracy EB3879.over lines crossing such state borders. EB3879 EB3879 EB3879.The horizontal coordinates were established by classical geodetic methods EB3879.and adjusted by the National Geodetic Survey in April 1991. EB3879 EB3879.The NAVD 88 height was computed by applying the VERTCON shift value to EB3879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3879 EB3879.The Laplace correction was computed from DEFLEC99 derived deflections. EB3879 EB3879.The geoid height was determined by GEOID03. EB3879 EB3879; North East Units Scale Factor Converg. EB3879;SPC NC - 78,780.008 609,745.970 MT 0.99996729 +0 00 03.3 EB3879;SPC NC - 258,464.08 2,000,474.90 sFT 0.99996729 +0 00 03.3 EB3879;UTM 17 - 3,814,996.973 683,852.051 MT 1.00001665 +1 07 58.4 EB3879 EB3879! - Elev Factor x Scale Factor = Combined Factor EB3879!SPC NC - 1.00000147 x 0.99996729 = 0.99996876 EB3879!UTM 17 - 1.00000147 x 1.00001665 = 1.00001812 EB3879 EB3879 SUPERSEDED SURVEY CONTROL EB3879 EB3879 NGVD 29 (04/22/91) 24.8 (m) 81. (f) VERT ANG EB3879 EB3879.Superseded values are not recommended for survey control. EB3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3879.See file dsdata.txt to determine how the superseded data were derived. EB3879 EB3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8385214997(NAD 83) EB3879_MARKER: DE = TRAVERSE STATION DISK EB3879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3879_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3879_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3879+STABILITY: SURFACE MOTION EB3879 EB3879 HISTORY - Date Condition Report By EB3879 HISTORY - 1977 MONUMENTED NCGS EB3879 EB3879 STATION DESCRIPTION EB3879 EB3879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3879'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE EAST-SOUTHEAST OF ORRUM EB3879'AND 11.0 MILES SOUTH OF LUMBERTON. EB3879' EB3879'TO REACH THE STATION FROM INTERSECTION OF US 74 WITH NC 130 EAST OF EB3879'ORRUM PROCEED NORTHWEST ALONG NC 130 FOR 1.75 MILE TO STATION ON LEFT EB3879'IN SHOULDER, 0.15 MILE NORTHWEST OF A BRIDGE OVER FLOWERS SWAMP AND EB3879'0.75 MILE EAST OF SR 2225 CROSSROAD AT ORRUM. EB3879' EB3879'STATION MARK IS A STANDARD DISK STAMPED---INSECT 1977---SET IN THE EB3879'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3879'MARK IS 12.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 130, 15.5 EB3879'FEET NORTH-NORTHEAST OF 16 INCH GUM WITH WITNESS SIGN AND REFERENCE EB3879'TAG ON TREE, 20.9 FEET NORTHEAST OF 10 INCH MAPLE WITH REFERENCE TAG EB3879'AND 23.7 FEET NORTH-NORTHWEST OF 20 INCH GUM WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3880 *********************************************************************** EB3880 DESIGNATION - INTYRE EB3880 PID - EB3880 EB3880 STATE/COUNTY- NC/ROBESON EB3880 USGS QUAD - JOHNS (1971) EB3880 EB3880 *CURRENT SURVEY CONTROL EB3880 ___________________________________________________________________ EB3880* NAD 83(1986)- 34 40 10.65966(N) 079 23 36.02310(W) ADJUSTED EB3880* NAVD 88 - 53.2 (meters) 175. (feet) VERTCON EB3880 ___________________________________________________________________ EB3880 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB3880 GEOID HEIGHT- -32.59 (meters) GEOID03 EB3880 EB3880 HORZ ORDER - SECOND EB3880 EB3880.The North Carolina HARNS have been completed but, EB3880.due to contractual restrictions, coordinates for these stations EB3880.will NOT be published in the near future. In the interim, the EB3880.published coordinates in North Carolina will not be EB3880.consistent with the Continuously Operating Reference Stations EB3880.(CORS). The HARN coordinates for these stations are available EB3880.upon request. Contact Gary Thompson(919-733-3836). EB3880. EB3880.In addition, the published North Carolina positions EB3880.(NAD 83 (1986)) are NOT consistent with those determined in EB3880.adjacent state readjustments. The discontinuity between stations EB3880.located in North Carolina and those in adjacent states EB3880.which have been adjusted to the HARN may be as much as 5 EB3880.decimeters. This will result in a significant loss of accuracy EB3880.over lines crossing such state borders. EB3880 EB3880 EB3880.The horizontal coordinates were established by classical geodetic methods EB3880.and adjusted by the National Geodetic Survey in April 1991. EB3880 EB3880.The NAVD 88 height was computed by applying the VERTCON shift value to EB3880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3880 EB3880.The Laplace correction was computed from DEFLEC99 derived deflections. EB3880 EB3880.The geoid height was determined by GEOID03. EB3880 EB3880; North East Units Scale Factor Converg. EB3880;SPC NC - 102,087.012 573,553.072 MT 0.99992385 -0 13 37.3 EB3880;SPC NC - 334,930.47 1,881,732.04 sFT 0.99992385 -0 13 37.3 EB3880;SPC SC - 315,690.429 756,842.238 MT 0.99994593 +0 53 26.6 EB3880;SPC SC - 1,035,729.75 2,483,078.21 iFT 0.99994593 +0 53 26.6 EB3880;UTM 17 - 3,837,581.254 647,204.093 MT 0.99986708 +0 54 50.8 EB3880 EB3880! - Elev Factor x Scale Factor = Combined Factor EB3880!SPC NC - 0.99999677 x 0.99992385 = 0.99992062 EB3880!SPC SC - 0.99999677 x 0.99994593 = 0.99994270 EB3880!UTM 17 - 0.99999677 x 0.99986708 = 0.99986385 EB3880 EB3880 SUPERSEDED SURVEY CONTROL EB3880 EB3880 NGVD 29 (04/22/91) 53.5 (m) 176. (f) VERT ANG EB3880 EB3880.Superseded values are not recommended for survey control. EB3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3880.See file dsdata.txt to determine how the superseded data were derived. EB3880 EB3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4720437581(NAD 83) EB3880_MARKER: DE = TRAVERSE STATION DISK EB3880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3880_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3880_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3880+STABILITY: SURFACE MOTION EB3880 EB3880 HISTORY - Date Condition Report By EB3880 HISTORY - 1977 MONUMENTED NCGS EB3880 HISTORY - 1988 GOOD USPSQD EB3880 EB3880 STATION DESCRIPTION EB3880 EB3880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3880'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTH-SOUTHWEST OF EB3880'MAXTON AND 3.4 MILES NORTHWEST OF RAEMON. EB3880' EB3880'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3880'MAXTON, PROCEED NORTHEAST ALONG NC 83 FOR 0.35 MILE TO STATION ON LEFT EB3880'AT A POWER POLE ACROSS HIGHWAY FROM A LARGE BRICK RESIDENCE AND 0.35 EB3880'MILE SOUTHWEST OF SR 1106. EB3880' EB3880'STATION MARK IS A STANDARD DISK STAMPED---INTYRE 1977---SET IN THE EB3880'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3880'THE MARK IS 28.2 FEET NORTHWEST OF CENTERLINE OF NC 83, 2.3 FEET EB3880'SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 59.2 FEET WEST OF SOUTH EB3880'END OF CULVERT UNDER NORTH DRIVE TO HOUSE AND 117.2 FEET NORTH OF EB3880'NORTH END OF CULVERT UNDER SOUTH DRIVE TO HOUSE. EB3880 EB3880 STATION RECOVERY (1988) EB3880 EB3880'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3880'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2494 *********************************************************************** EB2494 DESIGNATION - JACKSON EB2494 PID - EB2494 EB2494 STATE/COUNTY- NC/ROBESON EB2494 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2494 EB2494 *CURRENT SURVEY CONTROL EB2494 ___________________________________________________________________ EB2494* NAD 83(1986)- 34 35 02.52613(N) 078 59 11.07960(W) ADJUSTED EB2494* NAVD 88 - 33.6 (meters) 110. (feet) VERTCON EB2494 ___________________________________________________________________ EB2494 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2494 GEOID HEIGHT- -34.02 (meters) GEOID03 EB2494 EB2494 HORZ ORDER - SECOND EB2494 EB2494.The North Carolina HARNS have been completed but, EB2494.due to contractual restrictions, coordinates for these stations EB2494.will NOT be published in the near future. In the interim, the EB2494.published coordinates in North Carolina will not be EB2494.consistent with the Continuously Operating Reference Stations EB2494.(CORS). The HARN coordinates for these stations are available EB2494.upon request. Contact Gary Thompson(919-733-3836). EB2494. EB2494.In addition, the published North Carolina positions EB2494.(NAD 83 (1986)) are NOT consistent with those determined in EB2494.adjacent state readjustments. The discontinuity between stations EB2494.located in North Carolina and those in adjacent states EB2494.which have been adjusted to the HARN may be as much as 5 EB2494.decimeters. This will result in a significant loss of accuracy EB2494.over lines crossing such state borders. EB2494 EB2494 EB2494.The horizontal coordinates were established by classical geodetic methods EB2494.and adjusted by the National Geodetic Survey in July 1986. EB2494 EB2494.The NAVD 88 height was computed by applying the VERTCON shift value to EB2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2494 EB2494.The Laplace correction was computed from DEFLEC99 derived deflections. EB2494 EB2494.The geoid height was determined by GEOID03. EB2494 EB2494; North East Units Scale Factor Converg. EB2494;SPC NC - 92,521.214 610,847.905 MT 0.99994000 +0 00 28.2 EB2494;SPC NC - 303,546.68 2,004,090.17 sFT 0.99994000 +0 00 28.2 EB2494;UTM 17 - 3,828,758.190 684,681.950 MT 1.00002041 +1 08 35.8 EB2494 EB2494! - Elev Factor x Scale Factor = Combined Factor EB2494!SPC NC - 1.00000006 x 0.99994000 = 0.99994006 EB2494!UTM 17 - 1.00000006 x 1.00002041 = 1.00002047 EB2494 EB2494: Primary Azimuth Mark Grid Az EB2494:SPC NC - LOVETTE 163 34 09.0 EB2494:UTM 17 - LOVETTE 162 26 01.4 EB2494 EB2494|---------------------------------------------------------------------| EB2494| PID Reference Object Distance Geod. Az | EB2494| dddmmss.s | EB2494| EB2501 LOVETTE APPROX. 0.7 KM 1633437.2 | EB2494|---------------------------------------------------------------------| EB2494 EB2494 SUPERSEDED SURVEY CONTROL EB2494 EB2494 NAD 27 - 34 35 01.93095(N) 078 59 11.96253(W) AD( ) 2 EB2494 NGVD 29 (07/19/86) 33.9 (m) 111. (f) VERT ANG EB2494 EB2494.Superseded values are not recommended for survey control. EB2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2494.See file dsdata.txt to determine how the superseded data were derived. EB2494 EB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8468228758(NAD 83) EB2494_MARKER: DE = TRAVERSE STATION DISK EB2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2494_STAMPING: JACKSON 1965 EB2494_MARK LOGO: NCGS EB2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2494+STABILITY: SURFACE MOTION EB2494 EB2494 HISTORY - Date Condition Report By EB2494 HISTORY - 1965 MONUMENTED NCGS EB2494 HISTORY - 19970426 GOOD USPSQD EB2494 EB2494 STATION DESCRIPTION EB2494 EB2494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2494'JACKSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2494'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2494' EB2494'JACKSON IS 2.9 MILES SE OF LUMBERTON. LOCATED 2.15 MILES S ALONG EB2494'U.S. 74 FROM INTERSECTION OF NC 211 BYPASS AND U.S. 74. AND 1.7 EB2494'MILES NW OF SR 2207. 0.1 MILES N OF Y INTERSECTION OF U.S. 74 AND EB2494'SR 2202. IN CENTER OF PATH ON W SIDE OF U.S. 74. EB2494' EB2494'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2494'JACKSON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2494'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2494' EB2494'MARK IS EB2494' EB2494'35.5 FT W OF C/L OF U.S. 74 EB2494' EB2494'9.7 FT E OF 3 INCH GUM TREE WITH ALUMINUM REF. TAG. EB2494' EB2494'105.4 FT SW OF SW BRIDGE RAIL EB2494' EB2494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2494 EB2494 STATION RECOVERY (1997) EB2494 EB2494'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2494'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2495 *********************************************************************** EB2495 DESIGNATION - JACOB EB2495 PID - EB2495 EB2495 STATE/COUNTY- NC/ROBESON EB2495 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2495 EB2495 *CURRENT SURVEY CONTROL EB2495 ___________________________________________________________________ EB2495* NAD 83(1986)- 34 33 52.69695(N) 078 58 32.21823(W) ADJUSTED EB2495* NAVD 88 - 33.3 (meters) 109. (feet) VERTCON EB2495 ___________________________________________________________________ EB2495 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB2495 GEOID HEIGHT- -34.05 (meters) GEOID03 EB2495 EB2495 HORZ ORDER - SECOND EB2495 EB2495.The North Carolina HARNS have been completed but, EB2495.due to contractual restrictions, coordinates for these stations EB2495.will NOT be published in the near future. In the interim, the EB2495.published coordinates in North Carolina will not be EB2495.consistent with the Continuously Operating Reference Stations EB2495.(CORS). The HARN coordinates for these stations are available EB2495.upon request. Contact Gary Thompson(919-733-3836). EB2495. EB2495.In addition, the published North Carolina positions EB2495.(NAD 83 (1986)) are NOT consistent with those determined in EB2495.adjacent state readjustments. The discontinuity between stations EB2495.located in North Carolina and those in adjacent states EB2495.which have been adjusted to the HARN may be as much as 5 EB2495.decimeters. This will result in a significant loss of accuracy EB2495.over lines crossing such state borders. EB2495 EB2495 EB2495.The horizontal coordinates were established by classical geodetic methods EB2495.and adjusted by the National Geodetic Survey in July 1986. EB2495 EB2495.The NAVD 88 height was computed by applying the VERTCON shift value to EB2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2495 EB2495.The Laplace correction was computed from DEFLEC99 derived deflections. EB2495 EB2495.The geoid height was determined by GEOID03. EB2495 EB2495; North East Units Scale Factor Converg. EB2495;SPC NC - 90,369.766 611,838.775 MT 0.99994397 +0 00 50.7 EB2495;SPC NC - 296,488.14 2,007,341.05 sFT 0.99994397 +0 00 50.7 EB2495;UTM 17 - 3,826,626.620 685,715.328 MT 1.00002513 +1 08 55.8 EB2495 EB2495! - Elev Factor x Scale Factor = Combined Factor EB2495!SPC NC - 1.00000012 x 0.99994397 = 0.99994409 EB2495!UTM 17 - 1.00000012 x 1.00002513 = 1.00002525 EB2495 EB2495|---------------------------------------------------------------------| EB2495| PID Reference Object Distance Geod. Az | EB2495| dddmmss.s | EB2495| EB2497 JOY 391.078 METERS 16516 | EB2495|---------------------------------------------------------------------| EB2495 EB2495 SUPERSEDED SURVEY CONTROL EB2495 EB2495 NAD 27 - 34 33 52.10084(N) 078 58 33.10125(W) AD( ) 2 EB2495 NGVD 29 (07/19/86) 33.6 (m) 110. (f) VERT ANG EB2495 EB2495.Superseded values are not recommended for survey control. EB2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2495.See file dsdata.txt to determine how the superseded data were derived. EB2495 EB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8571526627(NAD 83) EB2495_MARKER: DE = TRAVERSE STATION DISK EB2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2495_STAMPING: JACOB 1965 EB2495_MARK LOGO: NCGS EB2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2495+STABILITY: SURFACE MOTION EB2495 EB2495 HISTORY - Date Condition Report By EB2495 HISTORY - 1965 MONUMENTED NCGS EB2495 HISTORY - 19950808 MARK NOT FOUND USPSQD EB2495 EB2495 STATION DESCRIPTION EB2495 EB2495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2495'JACOB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2495'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2495' EB2495'JACOB IS 4.3 MILES SSE OF LUMBERTON. LOCATED 3.7 MILES S ALONG EB2495'U.S. 74 AND INTERSECTION OF NC 211 BYPASS. 0.25 MILES NW OF Y EB2495'INTERSECTION OF SR 2207 AND U.S. 74. 1.5 MILES S OF Y INTERSECTION EB2495'OF SR 2202 AND U.S. 74. APPROXIMATELY 400 FT S OF BRIDGE OVER EB2495'JACOB SWAMP AND ON NE SHOULDER OF U.S. 74. EB2495' EB2495'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2495'JACOB 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2495'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2495' EB2495'MARK IS EB2495' EB2495'16.7 FT E OF C/L OF U.S. 74. EB2495' EB2495'13.4 FT N OF DO NOT PASS SIGN ON E SIDE OF U.S. 74. EB2495' EB2495'16.8 FT W OF 30 INCH PINE WITH ALUMINUM REF. TAG. EB2495' EB2495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2495 EB2495 STATION RECOVERY (1995) EB2495 EB2495'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2495'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2496 *********************************************************************** EB2496 DESIGNATION - JAMES EB2496 PID - EB2496 EB2496 STATE/COUNTY- NC/ROBESON EB2496 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2496 EB2496 *CURRENT SURVEY CONTROL EB2496 ___________________________________________________________________ EB2496* NAD 83(1986)- 34 36 43.65257(N) 078 58 49.30747(W) ADJUSTED EB2496* NAVD 88 - 44.8 (meters) 147. (feet) VERTCON EB2496 ___________________________________________________________________ EB2496 LAPLACE CORR- -4.97 (seconds) DEFLEC99 EB2496 GEOID HEIGHT- -34.02 (meters) GEOID03 EB2496 EB2496 HORZ ORDER - SECOND EB2496 EB2496.The North Carolina HARNS have been completed but, EB2496.due to contractual restrictions, coordinates for these stations EB2496.will NOT be published in the near future. In the interim, the EB2496.published coordinates in North Carolina will not be EB2496.consistent with the Continuously Operating Reference Stations EB2496.(CORS). The HARN coordinates for these stations are available EB2496.upon request. Contact Gary Thompson(919-733-3836). EB2496. EB2496.In addition, the published North Carolina positions EB2496.(NAD 83 (1986)) are NOT consistent with those determined in EB2496.adjacent state readjustments. The discontinuity between stations EB2496.located in North Carolina and those in adjacent states EB2496.which have been adjusted to the HARN may be as much as 5 EB2496.decimeters. This will result in a significant loss of accuracy EB2496.over lines crossing such state borders. EB2496 EB2496 EB2496.The horizontal coordinates were established by classical geodetic methods EB2496.and adjusted by the National Geodetic Survey in July 1986. EB2496 EB2496.The NAVD 88 height was computed by applying the VERTCON shift value to EB2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2496 EB2496.The Laplace correction was computed from DEFLEC99 derived deflections. EB2496 EB2496.The geoid height was determined by GEOID03. EB2496 EB2496; North East Units Scale Factor Converg. EB2496;SPC NC - 95,637.301 611,402.129 MT 0.99993446 +0 00 40.8 EB2496;SPC NC - 313,770.05 2,005,908.48 sFT 0.99993446 +0 00 40.8 EB2496;UTM 17 - 3,831,884.914 685,174.338 MT 1.00002266 +1 08 51.1 EB2496 EB2496! - Elev Factor x Scale Factor = Combined Factor EB2496!SPC NC - 0.99999831 x 0.99993446 = 0.99993277 EB2496!UTM 17 - 0.99999831 x 1.00002266 = 1.00002097 EB2496 EB2496: Primary Azimuth Mark Grid Az EB2496:SPC NC - YVOONNE 183 07 22.7 EB2496:UTM 17 - YVOONNE 181 59 12.4 EB2496 EB2496|---------------------------------------------------------------------| EB2496| PID Reference Object Distance Geod. Az | EB2496| dddmmss.s | EB2496| EB2510 WILLIAMS APPROX. 0.5 KM 0981305.8 | EB2496| EB2512 YVOONNE APPROX. 0.6 KM 1830803.5 | EB2496|---------------------------------------------------------------------| EB2496 EB2496 SUPERSEDED SURVEY CONTROL EB2496 EB2496 NAD 27 - 34 36 43.05998(N) 078 58 50.19000(W) AD( ) 2 EB2496 NGVD 29 (07/19/86) 45.1 (m) 148. (f) VERT ANG EB2496 EB2496.Superseded values are not recommended for survey control. EB2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2496.See file dsdata.txt to determine how the superseded data were derived. EB2496 EB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8517431885(NAD 83) EB2496_MARKER: DE = TRAVERSE STATION DISK EB2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2496_STAMPING: JAMES 1965 EB2496_MARK LOGO: NCGS EB2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2496+STABILITY: SURFACE MOTION EB2496 EB2496 HISTORY - Date Condition Report By EB2496 HISTORY - 1965 MONUMENTED NCGS EB2496 HISTORY - 1981 MARK NOT FOUND USGS EB2496 EB2496 STATION DESCRIPTION EB2496 EB2496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2496'JAMES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2496'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2496' EB2496'JAMES IS 1.7 MILES ESE OF LUMBERTON. LOCATED 0.4 MILES N EB2496'ALONG U.S. 74 FROM ACL RR CROSSING AND U.S. 74. AT THE EB2496'INTERSECTION OF U.S. 74 AND NC 211 BYPASS. AND IN A TRAFFIC EB2496'ISLAND SW OF THE INTERSECTION OF U.S. 74 AND NC 211 BYPASS. EB2496' EB2496'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2496'JAMES 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2496'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2496' EB2496'MARK IS EB2496' EB2496'40.5 FT N OF 3X4 DRAIN IN ISLAND EB2496' EB2496'43.4 FT E OF PP WITH ALUMINUM REF. TAG. EB2496' EB2496'22.7 FT W OF C/L OF U.S. 74 EB2496' EB2496'47.0 FT S OF C/L OF NC 211 AND U.S. 74 EB2496' EB2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2496 EB2496 STATION RECOVERY (1981) EB2496 EB2496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2496'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1671 *********************************************************************** EB1671 DESIGNATION - JERRY EB1671 PID - EB1671 EB1671 STATE/COUNTY- NC/ROBESON EB1671 USGS QUAD - EVERGREEN (1986) EB1671 EB1671 *CURRENT SURVEY CONTROL EB1671 ___________________________________________________________________ EB1671* NAD 83(1986)- 34 28 50.48586(N) 078 59 17.00934(W) ADJUSTED EB1671* NAVD 88 - 36.619 (meters) 120.14 (feet) ADJUSTED EB1671 ___________________________________________________________________ EB1671 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB1671 GEOID HEIGHT- -33.95 (meters) GEOID03 EB1671 DYNAMIC HT - 36.583 (meters) 120.02 (feet) COMP EB1671 MODELED GRAV- 979,665.1 (mgal) NAVD 88 EB1671 EB1671 HORZ ORDER - SECOND EB1671 VERT ORDER - SECOND CLASS I EB1671 EB1671.The North Carolina HARNS have been completed but, EB1671.due to contractual restrictions, coordinates for these stations EB1671.will NOT be published in the near future. In the interim, the EB1671.published coordinates in North Carolina will not be EB1671.consistent with the Continuously Operating Reference Stations EB1671.(CORS). The HARN coordinates for these stations are available EB1671.upon request. Contact Gary Thompson(919-733-3836). EB1671. EB1671.In addition, the published North Carolina positions EB1671.(NAD 83 (1986)) are NOT consistent with those determined in EB1671.adjacent state readjustments. The discontinuity between stations EB1671.located in North Carolina and those in adjacent states EB1671.which have been adjusted to the HARN may be as much as 5 EB1671.decimeters. This will result in a significant loss of accuracy EB1671.over lines crossing such state borders. EB1671 EB1671 EB1671.The horizontal coordinates were established by classical geodetic methods EB1671.and adjusted by the National Geodetic Survey in April 1991. EB1671 EB1671.The orthometric height was determined by differential leveling EB1671.and adjusted by the National Geodetic Survey in June 1991. EB1671 EB1671.The Laplace correction was computed from DEFLEC99 derived deflections. EB1671 EB1671.The geoid height was determined by GEOID03. EB1671 EB1671.The dynamic height is computed by dividing the NAVD 88 EB1671.geopotential number by the normal gravity value computed on the EB1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1671.degrees latitude (g = 980.6199 gals.). EB1671 EB1671.The modeled gravity was interpolated from observed gravity values. EB1671 EB1671; North East Units Scale Factor Converg. EB1671;SPC NC - 81,057.539 610,698.171 MT 0.99996245 +0 00 24.8 EB1671;SPC NC - 265,936.28 2,003,598.92 sFT 0.99996245 +0 00 24.8 EB1671;UTM 17 - 3,817,292.998 684,759.112 MT 1.00002077 +1 08 21.6 EB1671 EB1671! - Elev Factor x Scale Factor = Combined Factor EB1671!SPC NC - 0.99999958 x 0.99996245 = 0.99996203 EB1671!UTM 17 - 0.99999958 x 1.00002077 = 1.00002035 EB1671 EB1671 SUPERSEDED SURVEY CONTROL EB1671 EB1671 NGVD 29 (10/06/93) 36.895 (m) 121.05 (f) ADJUSTED 2 1 EB1671 EB1671.Superseded values are not recommended for survey control. EB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1671.See file dsdata.txt to determine how the superseded data were derived. EB1671 EB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8475917293(NAD 83) EB1671_MARKER: DE = TRAVERSE STATION DISK EB1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1671_SP_SET: CONCRETE POST EB1671_STAMPING: JERRY 1977 EB1671_MARK LOGO: NCGS EB1671_PROJECTION: RECESSED 15 CENTIMETERS EB1671_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1671+STABILITY: SURFACE MOTION EB1671 EB1671 HISTORY - Date Condition Report By EB1671 HISTORY - 1977 MONUMENTED NCGS EB1671 HISTORY - 1978 GOOD NCGS EB1671 HISTORY - 19881231 GOOD NCGS EB1671 HISTORY - 19950808 GOOD USPSQD EB1671 EB1671 STATION DESCRIPTION EB1671 EB1671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1671'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTHEAST OF ORRUM AND EB1671'9.5 MILES SOUTH OF LUMBERTON. EB1671' EB1671'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 EAST OF ORRUM EB1671'PROCEED NORTHWEST ALONG US 74 FOR 2.2 MILES TO SR 2225 CROSSROAD AND EB1671'STATION ON LEFT IN SHOULDER IN SOUTH QUADRANT. EB1671' EB1671'STATION MARK IS A STANDARD DISK STAMPED---JERRY 1977---SET IN THE TOP EB1671'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. MARK EB1671'IS 60.0 FEET SOUTHWEST OF CENTERLINE OF US 74, 34.7 FEET SOUTHEAST OF EB1671'CENTERLINE OF SR 2225, 19.6 FEET NORTH-NORTHEAST OF SOUTH END OF EB1671'30 INCH CULVERT UNDER SR 2225, 17.3 FEET WEST OF A METAL STOP SIGN IN EB1671'SHOULDER AND 42.6 FEET SOUTH-SOUTHWEST OF METAL STOP SIGN IN EB1671'TRAFFIC ISLAND. EB1671 EB1671 STATION RECOVERY (1978) EB1671 EB1671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1671'1.7 MI NE FROM ORRUM. EB1671'9.7 MILES SOUTH OF LUMBERTON, 2.2 MILES NORTHWEST ALONG U.S. 74 EB1671'FROM JUNCTION WITH N.C. 130 EAST OF ORRUM, AT CROSSROAD WITH EB1671'SR 2225 IN SOUTH SHOULDER OF HIGHWAY, 60.0 FEET SOUTHWEST OF EB1671'CENTERLINE OF U.S. 74, 34.7 FEET SOUTHEAST OF CENTERLINE OF EB1671'SR 2225, 19.6 FEET NORTH-NORTHEAST OF SOUTH END OF 30 INCH CULVERT EB1671'UNDER SR 2225, 17.3 FEET WEST OF METAL STOP SIGN POST IN SHOULDER, EB1671'AND 42.6 FEET SOUTH-SOUTHWEST OF METAL STOP SIGN POST IN ISLAND. EB1671 EB1671 STATION RECOVERY (1988) EB1671 EB1671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB1671'STATION IS LOCATED ABOUT 15.58 KM (9.70 MI) SOUTH OF LUMBERTON AND EB1671'2.76 KM (1.70 MI) NORTHEAST OF ORRUM. ALONG US 74 FOR 2.2 MI (3.5 KM) EB1671'NORTHWEST FROM NC 130, AT THE SR 2225 CROSSROAD, IN THE LEFT SHOULDER EB1671'IN THE SOUTH QUADRANT. MARK IS RECESSED 6 INCHES BELOW GROUND. EB1671'LOCATED 60.0 FT (18.3 M) SOUTHWEST OF THE CENTERLINE OF US 74, 34.7 FT EB1671'(10.6 M) SOUTHEAST OF THE CENTERLINE OF SR 2225, 19.6 FT (6.0 M) EB1671'NORTH-NORTHEAST OF THE SOUTH END OF A 30-INCH CULVERT UNDER SR 2225, EB1671'17.3 FT (5.3 M) WEST OF A METAL STOP SIGN IN THE SHOULDER, 42.6 FT EB1671'(13.0 M) SOUTH-SOUTHWEST OF A METAL STOP SIGN IN A TRAFFIC ISLAND, AND EB1671'53.0 FT (16.2 M) EAST-SOUTHEAST OF THE SOUTH END OF A TRAFFIC ISLAND. EB1671 EB1671 STATION RECOVERY (1995) EB1671 EB1671'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1671'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3882 *********************************************************************** EB3882 DESIGNATION - JOHNS EB3882 PID - EB3882 EB3882 STATE/COUNTY- NC/ROBESON EB3882 USGS QUAD - RENNERT (1972) EB3882 EB3882 *CURRENT SURVEY CONTROL EB3882 ___________________________________________________________________ EB3882* NAD 83(1986)- 34 51 37.67856(N) 079 06 25.36706(W) ADJUSTED EB3882* NAVD 88 - 62.0 (meters) 203. (feet) VERTCON EB3882 ___________________________________________________________________ EB3882 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EB3882 GEOID HEIGHT- -33.14 (meters) GEOID03 EB3882 EB3882 HORZ ORDER - SECOND EB3882 EB3882.The North Carolina HARNS have been completed but, EB3882.due to contractual restrictions, coordinates for these stations EB3882.will NOT be published in the near future. In the interim, the EB3882.published coordinates in North Carolina will not be EB3882.consistent with the Continuously Operating Reference Stations EB3882.(CORS). The HARN coordinates for these stations are available EB3882.upon request. Contact Gary Thompson(919-733-3836). EB3882. EB3882.In addition, the published North Carolina positions EB3882.(NAD 83 (1986)) are NOT consistent with those determined in EB3882.adjacent state readjustments. The discontinuity between stations EB3882.located in North Carolina and those in adjacent states EB3882.which have been adjusted to the HARN may be as much as 5 EB3882.decimeters. This will result in a significant loss of accuracy EB3882.over lines crossing such state borders. EB3882 EB3882 EB3882.The horizontal coordinates were established by classical geodetic methods EB3882.and adjusted by the National Geodetic Survey in April 1991. EB3882 EB3882.The NAVD 88 height was computed by applying the VERTCON shift value to EB3882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3882 EB3882.The Laplace correction was computed from DEFLEC99 derived deflections. EB3882 EB3882.The geoid height was determined by GEOID03. EB3882 EB3882; North East Units Scale Factor Converg. EB3882;SPC NC - 123,189.866 599,813.612 MT 0.99989577 -0 03 42.4 EB3882;SPC NC - 404,165.42 1,967,888.49 sFT 0.99989577 -0 03 42.4 EB3882;UTM 17 - 3,859,203.668 673,038.864 MT 0.99996905 +1 04 56.1 EB3882 EB3882! - Elev Factor x Scale Factor = Combined Factor EB3882!SPC NC - 0.99999547 x 0.99989577 = 0.99989124 EB3882!UTM 17 - 0.99999547 x 0.99996905 = 0.99996452 EB3882 EB3882 SUPERSEDED SURVEY CONTROL EB3882 EB3882 NGVD 29 (04/22/91) 62.3 (m) 204. (f) VERT ANG EB3882 EB3882.Superseded values are not recommended for survey control. EB3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3882.See file dsdata.txt to determine how the superseded data were derived. EB3882 EB3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7303959204(NAD 83) EB3882_MARKER: DE = TRAVERSE STATION DISK EB3882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3882_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3882_STAMPING: JOHNS 1977 EB3882_MARK LOGO: NCGS EB3882_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3882+STABILITY: SURFACE MOTION EB3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3882+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001 EB3882 EB3882 HISTORY - Date Condition Report By EB3882 HISTORY - 1977 MONUMENTED NCGS EB3882 HISTORY - 19970426 GOOD USPSQD EB3882 HISTORY - 19980207 GOOD USPSQD EB3882 HISTORY - 20010316 GOOD NCGS EB3882 HISTORY - 20010331 GOOD NGS EB3882 EB3882 STATION DESCRIPTION EB3882 EB3882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3882'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTHEAST OF SHANNON EB3882'AND 2.8 MILES SOUTHWEST OF LUMBER BRIDGE. EB3882' EB3882'TO REACH STATION FROM NC 20 AND NC 71 CROSSROAD BRIDGE, PROCEED EB3882'SOUTHWEST ALONG NC 71 FOR 2.8 MILES TO INTERSECTION WITH SR 1752 AT EB3882'SAINT JOHNS CHURCH AND STATION ON LEFT ACROSS HIGHWAY FROM CHURCH EB3882'DRIVEWAY. EB3882' EB3882'STATION MARK IS A STANDARD DISK STAMPED---JOHNS 1977---SET IN THE TOP EB3882'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3882'THE MARK IS 21.1 FEET SOUTHEAST OF CENTERLINE OF NC 71, 140.3 FEET EB3882'SOUTHWEST OF CENTERLINE OF SR 1752, 140.7 FEET SOUTH-SOUTHWEST OF EB3882'CENTERLINE INTERSECTION OF SR 1752 WITH NC 71, 65.5 FEET EB3882'NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG, 85.1 FEET EB3882'WEST-NORTHWEST OF NIGHT LIGHT POLE 3266 WITH REFERENCE TAG AND 148.3 EB3882'FEET WEST OF TELEPHONE JUNCTION BOX. EB3882 EB3882 STATION RECOVERY (1997) EB3882 EB3882'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3882'RECOVERED IN GOOD CONDITION. EB3882 EB3882 STATION RECOVERY (1998) EB3882 EB3882'RECOVERY NOTE BY US POWER SQUADRON 1998 EB3882'RECOVERED IN GOOD CONDITION. EB3882 EB3882 STATION RECOVERY (2001) EB3882 EB3882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3882'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3882'THE POWER POLE AND THE LIGHT POLE WITH REFERENCE TAGS ARE BOTH GONE. EB3882 EB3882 STATION RECOVERY (2001) EB3882 EB3882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EB3882'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1640 *********************************************************************** EB1640 DESIGNATION - JONES EB1640 PID - EB1640 EB1640 STATE/COUNTY- NC/ROBESON EB1640 USGS QUAD - MAXTON (1982) EB1640 EB1640 *CURRENT SURVEY CONTROL EB1640 ___________________________________________________________________ EB1640* NAD 83(1986)- 34 40 50.00562(N) 079 15 12.47927(W) ADJUSTED EB1640* NAVD 88 - 49.423 (meters) 162.15 (feet) ADJUSTED EB1640 ___________________________________________________________________ EB1640 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EB1640 GEOID HEIGHT- -32.98 (meters) GEOID03 EB1640 DYNAMIC HT - 49.377 (meters) 162.00 (feet) COMP EB1640 MODELED GRAV- 979,691.8 (mgal) NAVD 88 EB1640 EB1640 HORZ ORDER - SECOND EB1640 VERT ORDER - SECOND CLASS I EB1640 EB1640.The North Carolina HARNS have been completed but, EB1640.due to contractual restrictions, coordinates for these stations EB1640.will NOT be published in the near future. In the interim, the EB1640.published coordinates in North Carolina will not be EB1640.consistent with the Continuously Operating Reference Stations EB1640.(CORS). The HARN coordinates for these stations are available EB1640.upon request. Contact Gary Thompson(919-733-3836). EB1640. EB1640.In addition, the published North Carolina positions EB1640.(NAD 83 (1986)) are NOT consistent with those determined in EB1640.adjacent state readjustments. The discontinuity between stations EB1640.located in North Carolina and those in adjacent states EB1640.which have been adjusted to the HARN may be as much as 5 EB1640.decimeters. This will result in a significant loss of accuracy EB1640.over lines crossing such state borders. EB1640 EB1640 EB1640.The horizontal coordinates were established by classical geodetic methods EB1640.and adjusted by the National Geodetic Survey in April 1991. EB1640 EB1640.The orthometric height was determined by differential leveling EB1640.and adjusted by the National Geodetic Survey in June 1991. EB1640 EB1640.The Laplace correction was computed from DEFLEC99 derived deflections. EB1640 EB1640.The geoid height was determined by GEOID03. EB1640 EB1640.The dynamic height is computed by dividing the NAVD 88 EB1640.geopotential number by the normal gravity value computed on the EB1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1640.degrees latitude (g = 980.6199 gals.). EB1640 EB1640.The modeled gravity was interpolated from observed gravity values. EB1640 EB1640; North East Units Scale Factor Converg. EB1640;SPC NC - 103,257.606 586,375.006 MT 0.99992194 -0 08 46.7 EB1640;SPC NC - 338,771.00 1,923,798.67 sFT 0.99992194 -0 08 46.7 EB1640;UTM 17 - 3,839,006.825 659,999.775 MT 0.99991554 +0 59 38.4 EB1640 EB1640! - Elev Factor x Scale Factor = Combined Factor EB1640!SPC NC - 0.99999742 x 0.99992194 = 0.99991936 EB1640!UTM 17 - 0.99999742 x 0.99991554 = 0.99991296 EB1640 EB1640 SUPERSEDED SURVEY CONTROL EB1640 EB1640 NGVD 29 (10/06/93) 49.707 (m) 163.08 (f) ADJUSTED 2 1 EB1640 EB1640.Superseded values are not recommended for survey control. EB1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1640.See file dsdata.txt to determine how the superseded data were derived. EB1640 EB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6000039007(NAD 83) EB1640_MARKER: DE = TRAVERSE STATION DISK EB1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1640_SP_SET: CONCRETE POST EB1640_STAMPING: JONES 1977 EB1640_MARK LOGO: NCGS EB1640_PROJECTION: RECESSED 15 CENTIMETERS EB1640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1640+STABILITY: SURFACE MOTION EB1640 EB1640 HISTORY - Date Condition Report By EB1640 HISTORY - 1977 MONUMENTED NCGS EB1640 HISTORY - 1978 GOOD NCGS EB1640 HISTORY - 19951118 GOOD USPSQD EB1640 EB1640 STATION DESCRIPTION EB1640 EB1640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1640'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTH OF REDBANKS AND EB1640'3.5 MILES WEST OF PEMBROKE. EB1640' EB1640'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB1640'PROCEED NORTHWEST ALONG US 74 FOR 1.05 MILES TO STATION IN LEFT EB1640'SHOULDER BY FARM ROAD LEADING TO A RESIDENT APPROXIMATELY 400 FEET EB1640'SOUTHWEST OF HOUSE WITH A WHITE CHIMMNEY, AND 0.56 MILE SOUTHEAST OF EB1640'Y INTERSECTION WITH SR 1373. EB1640' EB1640'STATION MARK IS A STANDARD DISK STAMPED---JONES 1977---SET IN THE EB1640'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1640'SURFACE. THE MARK IS 25.7 FEET SOUTHWEST OF CENTERLINE OF US 74, 25.5 EB1640'FEET SOUTHEAST OF CENTERLINE OF DIRT FARM ROAD, 13.4 FEET NORTHEAST OF EB1640'A 6 INCH PINE WITH REFERENCE TAG AND 122.6 FEET WEST-SOUTHWEST OF EB1640'POWER POLE WITH REFERENCE TAG. EB1640 EB1640 STATION RECOVERY (1978) EB1640 EB1640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1640'3.5 MI WEST FROM PEMBROKE. EB1640'1.05 MILES NORTHWEST ALONG U.S. 74 FROM N.C. 710 CROSSROAD WEST EB1640'OF PEMBROKE, ON LEFT IN SHOULDER BY FARM ROAD LEADING TO RESIDENCE, EB1640'APPROXIMATELY 400 FEET SOUTHWEST OF HOUSE WITH WHITE CHIMNEY AND EB1640'0.6 MILE SOUTHEAST OF Y INTERSECTION WITH SR 1373, 25.7 FEET EB1640'SOUTHWEST OF CENTERLINE OF U.S. 74, 25.5 FEET SOUTHEAST OF DIRT EB1640'FARM ROAD, 13.4 FEET NORTHEAST OF 6 INCH PINE WITH REFERENCE TAG EB1640'AND 122.6 FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EB1640 EB1640 STATION RECOVERY (1995) EB1640 EB1640'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1640'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2652 *********************************************************************** EB2652 DESIGNATION - JORDAN EB2652 PID - EB2652 EB2652 STATE/COUNTY- NC/ROBESON EB2652 USGS QUAD - FAIRMONT (1962) EB2652 EB2652 *CURRENT SURVEY CONTROL EB2652 ___________________________________________________________________ EB2652* NAD 83(1986)- 34 27 45.29787(N) 079 06 33.83631(W) ADJUSTED EB2652* NAVD 88 - 38.30 (+/-2cm) 125.7 (feet) VERTCON EB2652 ___________________________________________________________________ EB2652 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB2652 GEOID HEIGHT- -33.60 (meters) GEOID03 EB2652 EB2652 HORZ ORDER - SECOND EB2652 VERT ORDER - THIRD ? (See Below) EB2652 EB2652.The North Carolina HARNS have been completed but, EB2652.due to contractual restrictions, coordinates for these stations EB2652.will NOT be published in the near future. In the interim, the EB2652.published coordinates in North Carolina will not be EB2652.consistent with the Continuously Operating Reference Stations EB2652.(CORS). The HARN coordinates for these stations are available EB2652.upon request. Contact Gary Thompson(919-733-3836). EB2652. EB2652.In addition, the published North Carolina positions EB2652.(NAD 83 (1986)) are NOT consistent with those determined in EB2652.adjacent state readjustments. The discontinuity between stations EB2652.located in North Carolina and those in adjacent states EB2652.which have been adjusted to the HARN may be as much as 5 EB2652.decimeters. This will result in a significant loss of accuracy EB2652.over lines crossing such state borders. EB2652 EB2652 EB2652.The horizontal coordinates were established by classical geodetic methods EB2652.and adjusted by the National Geodetic Survey in July 1986. EB2652 EB2652.The NAVD 88 height was computed by applying the VERTCON shift value to EB2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2652.The vertical order pertains to the NGVD 29 superseded value. EB2652 EB2652.The Laplace correction was computed from DEFLEC99 derived deflections. EB2652 EB2652.The geoid height was determined by GEOID03. EB2652 EB2652; North East Units Scale Factor Converg. EB2652;SPC NC - 79,054.370 599,549.870 MT 0.99996671 -0 03 47.3 EB2652;SPC NC - 259,364.21 1,967,023.20 sFT 0.99996671 -0 03 47.3 EB2652;SPC SC - 293,168.426 783,281.391 MT 0.99988933 +1 02 53.3 EB2652;SPC SC - 961,838.67 2,569,820.84 iFT 0.99988933 +1 02 53.3 EB2652;UTM 17 - 3,815,069.744 673,652.245 MT 0.99997170 +1 04 12.4 EB2652 EB2652! - Elev Factor x Scale Factor = Combined Factor EB2652!SPC NC - 0.99999926 x 0.99996671 = 0.99996597 EB2652!SPC SC - 0.99999926 x 0.99988933 = 0.99988859 EB2652!UTM 17 - 0.99999926 x 0.99997170 = 0.99997096 EB2652 EB2652: Primary Azimuth Mark Grid Az EB2652:SPC NC - PARKER 187 08 32.0 EB2652:SPC SC - PARKER 186 01 51.4 EB2652:UTM 17 - PARKER 186 00 32.3 EB2652 EB2652|---------------------------------------------------------------------| EB2652| PID Reference Object Distance Geod. Az | EB2652| dddmmss.s | EB2652| EB2656 PARKER APPROX. 1.1 KM 1870444.7 | EB2652|---------------------------------------------------------------------| EB2652 EB2652 SUPERSEDED SURVEY CONTROL EB2652 EB2652 NAD 27 - 34 27 44.70772(N) 079 06 34.70981(W) AD( ) 2 EB2652 NGVD 29 (07/19/86) 38.61 (m) 126.7 (f) LEVELING 3 EB2652 EB2652.Superseded values are not recommended for survey control. EB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2652.See file dsdata.txt to determine how the superseded data were derived. EB2652 EB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7365215070(NAD 83) EB2652_MARKER: DE = TRAVERSE STATION DISK EB2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2652_STAMPING: JORDAN 1966 EB2652_MARK LOGO: NCGS EB2652_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2652+STABILITY: SURFACE MOTION EB2652 EB2652 HISTORY - Date Condition Report By EB2652 HISTORY - 1966 MONUMENTED NCGS EB2652 HISTORY - 19890515 GOOD NCGS EB2652 EB2652 STATION DESCRIPTION EB2652 EB2652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2652'JORDAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2652'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2652' EB2652'JORDAN IS 2.1 MILES SOUTH OF INTERSECTION OF NC 41 AND NC 130 EB2652'IN FAIRMONT AND 4.6 MILES NORTH OF INTERSECTION OF NC 904 AND EB2652'NC 41 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2652'INTERSECTION OF NC 41 AND NC 130 SOUTH ALONG NC 41 FOR 2.55 EB2652'MILES TO STATION ON RIGHT. EB2652' EB2652'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2652'JORDAN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2652'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2652' EB2652'MARK IS EB2652' EB2652'87.3 FT S OF C/L OF DRIVEWAY TO SOUTH ROBESON VETERINARY CLINIC EB2652' EB2652'62.7 FT S OF 4 IN X 6 IN WOOD POST SUPPORTING M.T. JORDANS EB2652'MAIL BOX WITH ALUMINUM REF. TAG EB2652' EB2652'14.8 FT W OF C/L OF NC 41 EB2652' EB2652'3.6 FT W OF EDGE OF PAVEMENT EB2652' EB2652'23.2 FT ENE OF 4 INCH PINE WITH ALUMINUM REF. TAG IN YARD EB2652' EB2652'31.6 FT SE OF 4 INCH PINE EB2652 EB2652 STATION RECOVERY (1989) EB2652 EB2652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB2652'STATION IS 2.3 MI (3.7 KM) SOUTH OF FAIRMONT. ALONG NC 41 FOR 1.65 MI EB2652'(2.66 KM) SOUTH FROM NC 130 BYPASS, AT THE ENTRANCE TO A VETERINARY EB2652'CLINIC, IN THE WEST SHOULDER ON THE SOUTH SIDE OF THE DRIVEWAY. MARK EB2652'IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED 26.61 EB2652'M (87.30 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 4.51 M (14.80 EB2652'FT) WEST OF THE CENTERLINE OF NC 41, 19.11 M (62.70 FT) SOUTH OF M.T. EB2652'JORDANS MAILBOX, 0.91 M (2.99 FT) WEST OF THE EDGE OF THE PAVEMENT, EB2652'4.72 M (15.49 FT) SOUTHEAST OF A WATER METER, 23.50 M (77.10 FT) SOUTH EB2652'OF A WATER METER AT RAIL FENCE CORNER ON THE SOUTH SIDE OF A DRIVE, EB2652'31.54 M (103.48 FT) NORTH-NORTHEAST OF THE SOUTHEAST RAIL FENCE EB2652'CORNER, AND 7.07 M (23.20 FT) EAST-NORTHEAST OF A 20-INCH PINE WITH A EB2652'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2497 *********************************************************************** EB2497 DESIGNATION - JOY EB2497 PID - EB2497 EB2497 STATE/COUNTY- NC/ROBESON EB2497 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2497 EB2497 *CURRENT SURVEY CONTROL EB2497 ___________________________________________________________________ EB2497* NAD 83(1986)- 34 33 40.42280(N) 078 58 28.31716(W) ADJUSTED EB2497* NAVD 88 - 33.3 (meters) 109. (feet) VERTCON EB2497 ___________________________________________________________________ EB2497 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EB2497 GEOID HEIGHT- -34.06 (meters) GEOID03 EB2497 EB2497 HORZ ORDER - SECOND EB2497 EB2497.The North Carolina HARNS have been completed but, EB2497.due to contractual restrictions, coordinates for these stations EB2497.will NOT be published in the near future. In the interim, the EB2497.published coordinates in North Carolina will not be EB2497.consistent with the Continuously Operating Reference Stations EB2497.(CORS). The HARN coordinates for these stations are available EB2497.upon request. Contact Gary Thompson(919-733-3836). EB2497. EB2497.In addition, the published North Carolina positions EB2497.(NAD 83 (1986)) are NOT consistent with those determined in EB2497.adjacent state readjustments. The discontinuity between stations EB2497.located in North Carolina and those in adjacent states EB2497.which have been adjusted to the HARN may be as much as 5 EB2497.decimeters. This will result in a significant loss of accuracy EB2497.over lines crossing such state borders. EB2497 EB2497 EB2497.The horizontal coordinates were established by classical geodetic methods EB2497.and adjusted by the National Geodetic Survey in July 1986. EB2497 EB2497.The NAVD 88 height was computed by applying the VERTCON shift value to EB2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2497 EB2497.The Laplace correction was computed from DEFLEC99 derived deflections. EB2497 EB2497.The geoid height was determined by GEOID03. EB2497 EB2497; North East Units Scale Factor Converg. EB2497;SPC NC - 89,991.589 611,938.310 MT 0.99994468 +0 00 52.9 EB2497;SPC NC - 295,247.40 2,007,667.61 sFT 0.99994468 +0 00 52.9 EB2497;UTM 17 - 3,826,250.458 685,822.342 MT 1.00002562 +1 08 57.7 EB2497 EB2497! - Elev Factor x Scale Factor = Combined Factor EB2497!SPC NC - 1.00000012 x 0.99994468 = 0.99994480 EB2497!UTM 17 - 1.00000012 x 1.00002562 = 1.00002574 EB2497 EB2497: Primary Azimuth Mark Grid Az EB2497:SPC NC - LONG BRANCH RM 2 AZIMUTH 151 43 33.8 EB2497:UTM 17 - LONG BRANCH RM 2 AZIMUTH 150 35 29.0 EB2497 EB2497|---------------------------------------------------------------------| EB2497| PID Reference Object Distance Geod. Az | EB2497| dddmmss.s | EB2497| EB2500 LONG BRANCH RM 2 AZIMUTH APPROX. 0.8 KM 1514426.7 | EB2497| EB2495 JACOB 391.078 METERS 34516 | EB2497|---------------------------------------------------------------------| EB2497 EB2497 SUPERSEDED SURVEY CONTROL EB2497 EB2497 NAD 27 - 34 33 39.82639(N) 078 58 29.20018(W) AD( ) 2 EB2497 NGVD 29 (07/19/86) 33.6 (m) 110. (f) VERT ANG EB2497 EB2497.Superseded values are not recommended for survey control. EB2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2497.See file dsdata.txt to determine how the superseded data were derived. EB2497 EB2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8582226250(NAD 83) EB2497_MARKER: DE = TRAVERSE STATION DISK EB2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2497_STAMPING: JOY 1965 EB2497_MARK LOGO: NCGS EB2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2497+STABILITY: SURFACE MOTION EB2497 EB2497 HISTORY - Date Condition Report By EB2497 HISTORY - 1965 MONUMENTED NCGS EB2497 HISTORY - 1981 MARK NOT FOUND USGS EB2497 EB2497 STATION DESCRIPTION EB2497 EB2497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2497'JOY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2497'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2497' EB2497'JOY IS 4.5 MILES SSE OF LUMBERTON. LOCATED 3.95 MILES S ALONG EB2497'U.S. 74 FROM INTERSECTION OF U.S. 74 AND NC 211 BYPASS. 0.7 MILES EB2497'NW OF LONG BRANCH CHURCH. 1.7 MILES SE OF Y INTERSECTION OF SR EB2497'2202 AND U.S. 74 AND AT THE Y INTERSECTION OF U.S. 74 AND SR 2207. EB2497' EB2497'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2497'JOY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2497'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2497' EB2497'MARK IS EB2497' EB2497'61.3 FT N OF C/L OF SR 2207 STOP SIGN EB2497' EB2497'26.2 FT W OF C/L OF U.S. 74 EB2497' EB2497'74.8 FT SE OF SIGN POST REAL ESTATE EB2497' EB2497'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2497 EB2497 STATION RECOVERY (1981) EB2497 EB2497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2497'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2581 *********************************************************************** EB2581 DESIGNATION - KATY EB2581 PID - EB2581 EB2581 STATE/COUNTY- NC/ROBESON EB2581 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2581 EB2581 *CURRENT SURVEY CONTROL EB2581 ___________________________________________________________________ EB2581* NAD 83(1986)- 34 38 02.50408(N) 079 01 30.41535(W) ADJUSTED EB2581* NAVD 88 - 45.2 (meters) 148. (feet) VERTCON EB2581 ___________________________________________________________________ EB2581 LAPLACE CORR- -5.56 (seconds) DEFLEC99 EB2581 GEOID HEIGHT- -33.85 (meters) GEOID03 EB2581 EB2581 HORZ ORDER - SECOND EB2581 EB2581.The North Carolina HARNS have been completed but, EB2581.due to contractual restrictions, coordinates for these stations EB2581.will NOT be published in the near future. In the interim, the EB2581.published coordinates in North Carolina will not be EB2581.consistent with the Continuously Operating Reference Stations EB2581.(CORS). The HARN coordinates for these stations are available EB2581.upon request. Contact Gary Thompson(919-733-3836). EB2581. EB2581.In addition, the published North Carolina positions EB2581.(NAD 83 (1986)) are NOT consistent with those determined in EB2581.adjacent state readjustments. The discontinuity between stations EB2581.located in North Carolina and those in adjacent states EB2581.which have been adjusted to the HARN may be as much as 5 EB2581.decimeters. This will result in a significant loss of accuracy EB2581.over lines crossing such state borders. EB2581 EB2581 EB2581.The horizontal coordinates were established by classical geodetic methods EB2581.and adjusted by the National Geodetic Survey in July 1986. EB2581 EB2581.The NAVD 88 height was computed by applying the VERTCON shift value to EB2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2581 EB2581.The Laplace correction was computed from DEFLEC99 derived deflections. EB2581 EB2581.The geoid height was determined by GEOID03. EB2581 EB2581; North East Units Scale Factor Converg. EB2581;SPC NC - 98,067.053 607,298.483 MT 0.99993030 -0 00 52.2 EB2581;SPC NC - 321,741.66 1,992,445.11 sFT 0.99993030 -0 00 52.2 EB2581;UTM 17 - 3,834,232.970 681,022.964 MT 1.00000391 +1 07 21.7 EB2581 EB2581! - Elev Factor x Scale Factor = Combined Factor EB2581!SPC NC - 0.99999822 x 0.99993030 = 0.99992852 EB2581!UTM 17 - 0.99999822 x 1.00000391 = 1.00000213 EB2581 EB2581: Primary Azimuth Mark Grid Az EB2581:SPC NC - GREEN 036 15 19.9 EB2581:UTM 17 - GREEN 035 07 06.0 EB2581 EB2581|---------------------------------------------------------------------| EB2581| PID Reference Object Distance Geod. Az | EB2581| dddmmss.s | EB2581| EB2580 GREEN APPROX. 1.8 KM 0361427.7 | EB2581|---------------------------------------------------------------------| EB2581 EB2581 SUPERSEDED SURVEY CONTROL EB2581 EB2581 NAD 27 - 34 38 01.91410(N) 079 01 31.29271(W) AD( ) 2 EB2581 NGVD 29 (07/19/86) 45.5 (m) 149. (f) VERT ANG EB2581 EB2581.Superseded values are not recommended for survey control. EB2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2581.See file dsdata.txt to determine how the superseded data were derived. EB2581 EB2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8102334233(NAD 83) EB2581_MARKER: DE = TRAVERSE STATION DISK EB2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2581_STAMPING: KATY 1965 EB2581_MARK LOGO: NCGS EB2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2581+STABILITY: SURFACE MOTION EB2581 EB2581 HISTORY - Date Condition Report By EB2581 HISTORY - 1965 MONUMENTED NCGS EB2581 HISTORY - 1977 GOOD NCGS EB2581 HISTORY - 19970426 GOOD USPSQD EB2581 EB2581 STATION DESCRIPTION EB2581 EB2581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2581'KATY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2581'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2581' EB2581'KATY IS 1.3 MILES NW OF LUMBERTON. LOCATED 1.1 MILE SSE EB2581'ALONG I 95 FROM BRIDGE ON NC 211. 0.25 MILE NE OF BRIDGE EB2581'OVER LUMBER RIVER AND AT THE SE CORNER OF BRIDGE ON SR 1536 EB2581'OVER I 95. EB2581' EB2581'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2581'KATY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2581'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2581' EB2581'MARK IS EB2581' EB2581'20.3 FT S OF C/L OF SR 1528 EB2581' EB2581'12.6 FT E OF SE BRIDGE ABUTMENT EB2581' EB2581'4.5 FT E OF CURB AT SE END OF BRIDGE EB2581' EB2581'37.9 FT SE OF NE BRIDGE ABUTMENT EB2581' EB2581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2581 EB2581 STATION RECOVERY (1977) EB2581 EB2581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2581'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB2581 EB2581 STATION RECOVERY (1997) EB2581 EB2581'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2581'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3883 *********************************************************************** EB3883 DESIGNATION - KNIT EB3883 PID - EB3883 EB3883 STATE/COUNTY- NC/ROBESON EB3883 USGS QUAD - RED SPRINGS (1974) EB3883 EB3883 *CURRENT SURVEY CONTROL EB3883 ___________________________________________________________________ EB3883* NAD 83(1986)- 34 49 55.16282(N) 079 10 57.32443(W) ADJUSTED EB3883* NAVD 88 - 60.4 (meters) 198. (feet) VERTCON EB3883 ___________________________________________________________________ EB3883 LAPLACE CORR- -3.74 (seconds) DEFLEC99 EB3883 GEOID HEIGHT- -32.98 (meters) GEOID03 EB3883 EB3883 HORZ ORDER - SECOND EB3883 EB3883.The North Carolina HARNS have been completed but, EB3883.due to contractual restrictions, coordinates for these stations EB3883.will NOT be published in the near future. In the interim, the EB3883.published coordinates in North Carolina will not be EB3883.consistent with the Continuously Operating Reference Stations EB3883.(CORS). The HARN coordinates for these stations are available EB3883.upon request. Contact Gary Thompson(919-733-3836). EB3883. EB3883.In addition, the published North Carolina positions EB3883.(NAD 83 (1986)) are NOT consistent with those determined in EB3883.adjacent state readjustments. The discontinuity between stations EB3883.located in North Carolina and those in adjacent states EB3883.which have been adjusted to the HARN may be as much as 5 EB3883.decimeters. This will result in a significant loss of accuracy EB3883.over lines crossing such state borders. EB3883 EB3883 EB3883.The horizontal coordinates were established by classical geodetic methods EB3883.and adjusted by the National Geodetic Survey in April 1991. EB3883 EB3883.The NAVD 88 height was computed by applying the VERTCON shift value to EB3883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3883 EB3883.The Laplace correction was computed from DEFLEC99 derived deflections. EB3883 EB3883.The geoid height was determined by GEOID03. EB3883 EB3883; North East Units Scale Factor Converg. EB3883;SPC NC - 120,041.142 592,900.596 MT 0.99989926 -0 06 19.4 EB3883;SPC NC - 393,834.98 1,945,208.04 sFT 0.99989926 -0 06 19.4 EB3883;UTM 17 - 3,855,917.382 666,189.691 MT 0.99994041 +1 02 17.8 EB3883 EB3883! - Elev Factor x Scale Factor = Combined Factor EB3883!SPC NC - 0.99999570 x 0.99989926 = 0.99989496 EB3883!UTM 17 - 0.99999570 x 0.99994041 = 0.99993611 EB3883 EB3883 SUPERSEDED SURVEY CONTROL EB3883 EB3883 NGVD 29 (04/22/91) 60.6 (m) 199. (f) VERT ANG EB3883 EB3883.Superseded values are not recommended for survey control. EB3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3883.See file dsdata.txt to determine how the superseded data were derived. EB3883 EB3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6619055917(NAD 83) EB3883_MARKER: DE = TRAVERSE STATION DISK EB3883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3883_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3883_STAMPING: KNIT 1977 EB3883_MARK LOGO: NCGS EB3883_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3883+STABILITY: SURFACE MOTION EB3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3883+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001 EB3883 EB3883 HISTORY - Date Condition Report By EB3883 HISTORY - 1977 MONUMENTED NCGS EB3883 HISTORY - 1986 GOOD USPSQD EB3883 HISTORY - 19960427 GOOD USPSQD EB3883 HISTORY - 20010316 GOOD NCGS EB3883 EB3883 STATION DESCRIPTION EB3883 EB3883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3883'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF RED SPRINGS. EB3883' EB3883'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 NORTH OF RED EB3883'SPRINGS, PROCEED NORTH ALONG NC 211 FOR 0.45 MILE TO STATION IN RIGHT EB3883'SHOULDER APPROXIMATELY 400 FEET SOUTHWEST OF SOUTHWEST CORNER OF EB3883'MAURICE KNITTING MILLS BUILDING AND 0.1 MILE SOUTH OF MAIN ENTRANCE EB3883'TO PLANT. EB3883' EB3883'STATION MARK IS A STANDARD DISK STAMPED---KNIT 1977---SET IN THE TOP EB3883'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3883'THE MARK IS 19.1 FEET EAST OF CENTERLINE OF NC 211, 29.2 FEET SOUTH EB3883'OF A 15 INCH CEDAR WITH REFERENCE TAG, 12.5 FEET WEST-SOUTHWEST OF EB3883'POWER POLE WITH A REFERENCE TAG, 91.2 FEET NORTHWEST OF A 12 INCH EB3883'PINE WITH REFERENCE TAG, 63.0 FEET NORTHEAST OF A 12 INCH PINE ACROSS EB3883'HIGHWAY WITH REFERENCE TAG AND 67.7 FEET EAST-SOUTHEAST OF A 10 INCH EB3883'PINE ACROSS HIGHWAY WITH REFERENCE TAG. EB3883 EB3883 STATION RECOVERY (1986) EB3883 EB3883'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EB3883'RECOVERED IN GOOD CONDITION. EB3883 EB3883 STATION RECOVERY (1996) EB3883 EB3883'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3883'RECOVERED IN GOOD CONDITION. EB3883 EB3883 STATION RECOVERY (2001) EB3883 EB3883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3883'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2582 *********************************************************************** EB2582 DESIGNATION - LAKEWOOD EB2582 PID - EB2582 EB2582 STATE/COUNTY- NC/ROBESON EB2582 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2582 EB2582 *CURRENT SURVEY CONTROL EB2582 ___________________________________________________________________ EB2582* NAD 83(1986)- 34 40 10.61313(N) 079 00 20.05630(W) ADJUSTED EB2582* NAVD 88 - 45.2 (meters) 148. (feet) VERTCON EB2582 ___________________________________________________________________ EB2582 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB2582 GEOID HEIGHT- -33.87 (meters) GEOID03 EB2582 EB2582 HORZ ORDER - SECOND EB2582 EB2582.The North Carolina HARNS have been completed but, EB2582.due to contractual restrictions, coordinates for these stations EB2582.will NOT be published in the near future. In the interim, the EB2582.published coordinates in North Carolina will not be EB2582.consistent with the Continuously Operating Reference Stations EB2582.(CORS). The HARN coordinates for these stations are available EB2582.upon request. Contact Gary Thompson(919-733-3836). EB2582. EB2582.In addition, the published North Carolina positions EB2582.(NAD 83 (1986)) are NOT consistent with those determined in EB2582.adjacent state readjustments. The discontinuity between stations EB2582.located in North Carolina and those in adjacent states EB2582.which have been adjusted to the HARN may be as much as 5 EB2582.decimeters. This will result in a significant loss of accuracy EB2582.over lines crossing such state borders. EB2582 EB2582 EB2582.The horizontal coordinates were established by classical geodetic methods EB2582.and adjusted by the National Geodetic Survey in July 1986. EB2582 EB2582.The NAVD 88 height was computed by applying the VERTCON shift value to EB2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2582 EB2582.The Laplace correction was computed from DEFLEC99 derived deflections. EB2582 EB2582.The geoid height was determined by GEOID03. EB2582 EB2582; North East Units Scale Factor Converg. EB2582;SPC NC - 102,014.176 609,090.639 MT 0.99992385 -0 00 11.6 EB2582;SPC NC - 334,691.51 1,998,324.87 sFT 0.99992385 -0 00 11.6 EB2582;UTM 17 - 3,838,215.218 682,736.539 MT 1.00001159 +1 08 05.4 EB2582 EB2582! - Elev Factor x Scale Factor = Combined Factor EB2582!SPC NC - 0.99999822 x 0.99992385 = 0.99992207 EB2582!UTM 17 - 0.99999822 x 1.00001159 = 1.00000981 EB2582 EB2582: Primary Azimuth Mark Grid Az EB2582:SPC NC - MYRON 143 55 47.8 EB2582:UTM 17 - MYRON 142 47 30.8 EB2582 EB2582|---------------------------------------------------------------------| EB2582| PID Reference Object Distance Geod. Az | EB2582| dddmmss.s | EB2582| EB2584 MYRON APPROX. 0.9 KM 1435536.2 | EB2582|---------------------------------------------------------------------| EB2582 EB2582 SUPERSEDED SURVEY CONTROL EB2582 EB2582 NAD 27 - 34 40 10.02552(N) 079 00 20.93688(W) AD( ) 2 EB2582 NGVD 29 (07/19/86) 45.5 (m) 149. (f) VERT ANG EB2582 EB2582.Superseded values are not recommended for survey control. EB2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2582.See file dsdata.txt to determine how the superseded data were derived. EB2582 EB2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8273738215(NAD 83) EB2582_MARKER: DE = TRAVERSE STATION DISK EB2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2582_STAMPING: LAKEWOOD 1965 EB2582_MARK LOGO: NCGS EB2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2582+STABILITY: SURFACE MOTION EB2582 EB2582 HISTORY - Date Condition Report By EB2582 HISTORY - 1965 MONUMENTED NCGS EB2582 HISTORY - 1970 MARK NOT FOUND NCGS EB2582 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2582 EB2582 STATION DESCRIPTION EB2582 EB2582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2582'LAKEWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION EB2582'ESTABLISHED IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2582' EB2582'LAKEWOOD IS 3.2 MILES N OF LUMBERTON. LOCATED 1.6 MILES N EB2582'ALONG I 95 FROM BRIDGE ON NC 211. 0.5 MILES NW ALONG U.S. 301 EB2582'BUS FROM Y INTERSECTION OF U.S. 301 BUS AND SR 1005. AT THE EB2582'SE CORNER OF BRIDGE ON U.S. 301 BUS OVER I 95 ON E SIDE OF I EB2582'95 AND ON SOUTH SIDE OF U.S. 301 BUS. EB2582' EB2582'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2582'LAKEWOOD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2582'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2582' EB2582'MARK IS EB2582' EB2582'15.4 FT SW OF C/L OF U.S. 301 BUS. EB2582' EB2582'9.0 FT SE OF FAYETTEVILLE SIGN EB2582' EB2582'7.4 FT NE OF 6 GUARD RAIL POST EB2582' EB2582'6.5 FT NW OF 7 GUARD RAIL POST EB2582' EB2582'3.2 FT NE OF GUARD RAILING EB2582' EB2582'63.0 FT SE OF NE BRIDGE ABUTMENT EB2582' EB2582'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2582 EB2582 STATION RECOVERY (1970) EB2582 EB2582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 EB2582'LAKEWOOD (NCGS) 1965 NOT FOUND, PROBABLY LOST. EB2582' EB2582'HIGHWAY HAS BEEN WIDENED WHERE STATION WAS EB2582'ESTABLISHED. BELIEVED TO BE UNDER PAVEMENT. EB2582' EB2582'LAKEWOOD 2, 1970 ESTABLISHED. EB2582 EB2582 STATION RECOVERY (1995) EB2582 EB2582'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2582'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2590 *********************************************************************** EB2590 DESIGNATION - LAKEWOOD 2 EB2590 PID - EB2590 EB2590 STATE/COUNTY- NC/ROBESON EB2590 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2590 EB2590 *CURRENT SURVEY CONTROL EB2590 ___________________________________________________________________ EB2590* NAD 83(1986)- 34 40 11.09596(N) 079 00 20.58357(W) ADJUSTED EB2590* NAVD 88 - 45.4 (meters) 149. (feet) VERTCON EB2590 ___________________________________________________________________ EB2590 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB2590 GEOID HEIGHT- -33.87 (meters) GEOID03 EB2590 EB2590 HORZ ORDER - SECOND EB2590 EB2590.The North Carolina HARNS have been completed but, EB2590.due to contractual restrictions, coordinates for these stations EB2590.will NOT be published in the near future. In the interim, the EB2590.published coordinates in North Carolina will not be EB2590.consistent with the Continuously Operating Reference Stations EB2590.(CORS). The HARN coordinates for these stations are available EB2590.upon request. Contact Gary Thompson(919-733-3836). EB2590. EB2590.In addition, the published North Carolina positions EB2590.(NAD 83 (1986)) are NOT consistent with those determined in EB2590.adjacent state readjustments. The discontinuity between stations EB2590.located in North Carolina and those in adjacent states EB2590.which have been adjusted to the HARN may be as much as 5 EB2590.decimeters. This will result in a significant loss of accuracy EB2590.over lines crossing such state borders. EB2590 EB2590 EB2590.The horizontal coordinates were established by classical geodetic methods EB2590.and adjusted by the National Geodetic Survey in July 1986. EB2590 EB2590.The NAVD 88 height was computed by applying the VERTCON shift value to EB2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2590 EB2590.The Laplace correction was computed from DEFLEC99 derived deflections. EB2590 EB2590.The geoid height was determined by GEOID03. EB2590 EB2590; North East Units Scale Factor Converg. EB2590;SPC NC - 102,029.054 609,077.217 MT 0.99992382 -0 00 11.9 EB2590;SPC NC - 334,740.32 1,998,280.84 sFT 0.99992382 -0 00 11.9 EB2590;UTM 17 - 3,838,229.828 682,722.823 MT 1.00001153 +1 08 05.1 EB2590 EB2590! - Elev Factor x Scale Factor = Combined Factor EB2590!SPC NC - 0.99999819 x 0.99992382 = 0.99992201 EB2590!UTM 17 - 0.99999819 x 1.00001153 = 1.00000972 EB2590 EB2590: Primary Azimuth Mark Grid Az EB2590:SPC NC - GREEN 196 10 08.7 EB2590:UTM 17 - GREEN 195 01 51.7 EB2590 EB2590|---------------------------------------------------------------------| EB2590| PID Reference Object Distance Geod. Az | EB2590| dddmmss.s | EB2590| EB2580 GREEN APPROX. 2.6 KM 1960956.8 | EB2590|---------------------------------------------------------------------| EB2590 EB2590 SUPERSEDED SURVEY CONTROL EB2590 EB2590 NGVD 29 (07/19/86) 45.7 (m) 150. (f) VERT ANG EB2590 EB2590.Superseded values are not recommended for survey control. EB2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2590.See file dsdata.txt to determine how the superseded data were derived. EB2590 EB2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8272338230(NAD 83) EB2590_MARKER: DE = TRAVERSE STATION DISK EB2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2590_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2590_STAMPING: LAKEWOOD 2 1969 EB2590_MARK LOGO: NCGS EB2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2590+STABILITY: SURFACE MOTION EB2590 EB2590 HISTORY - Date Condition Report By EB2590 HISTORY - 1969 MONUMENTED NCGS EB2590 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2590 EB2590 STATION DESCRIPTION EB2590 EB2590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2590'LAKEWOOD 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2590'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2590' EB2590'LAKEWOOD 2 IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF EB2590'LUMBERTON. STATION IS AT THE SOUTHEAST CORNER OF BRIDGE ON US 301 EB2590'BUSINESS OVER I-95, ON THE EAST SIDE OF I-95 AND ON SOUTH SIDE OF EB2590'US 301 BUSINESS, 1.6 MILES NORTH ALONG I-95 FROM BRIDGE ON NC 211, EB2590'AND 0.5 MILE NORTHWEST ALONG US 301 BUSINESS FROM Y INTERSECTION EB2590'OF US 301 BUSINESS AND SR 1005. EB2590' EB2590'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2590'LAKEWOOD 2 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2590'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2590' EB2590'MARK IS EB2590' EB2590'19.5 FEET SW OF C/L OF US 301. EB2590'5.2 FEET S OF SW CORNER BRIDGE ABUTMENT. EB2590'2.0 FEET NW OF END CONCRETE CURBING. EB2590'2.6 FEET SW OF STEEL RAILING. EB2590'4.4 FEET W OF CLEARANCE SIGN. EB2590'96.0 FEET NW OF SPEED LIMIT SIGN WITH ALUMINUM REF. TAG. EB2590'100.2 FEET NNE OF PP NO. 445 WITH ALUMINUM REF. TAG. EB2590 EB2590 STATION RECOVERY (1995) EB2590 EB2590'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2590'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2552 *********************************************************************** EB2552 DESIGNATION - LANE EB2552 PID - EB2552 EB2552 STATE/COUNTY- NC/ROBESON EB2552 USGS QUAD - HOPE MILLS (1986) EB2552 EB2552 *CURRENT SURVEY CONTROL EB2552 ___________________________________________________________________ EB2552* NAD 83(1986)- 34 53 57.92724(N) 078 58 13.27989(W) ADJUSTED EB2552* NAVD 88 - 53.3 (meters) 175. (feet) VERTCON EB2552 ___________________________________________________________________ EB2552 LAPLACE CORR- -4.64 (seconds) DEFLEC99 EB2552 GEOID HEIGHT- -33.47 (meters) GEOID03 EB2552 EB2552 HORZ ORDER - SECOND EB2552 EB2552.The North Carolina HARNS have been completed but, EB2552.due to contractual restrictions, coordinates for these stations EB2552.will NOT be published in the near future. In the interim, the EB2552.published coordinates in North Carolina will not be EB2552.consistent with the Continuously Operating Reference Stations EB2552.(CORS). The HARN coordinates for these stations are available EB2552.upon request. Contact Gary Thompson(919-733-3836). EB2552. EB2552.In addition, the published North Carolina positions EB2552.(NAD 83 (1986)) are NOT consistent with those determined in EB2552.adjacent state readjustments. The discontinuity between stations EB2552.located in North Carolina and those in adjacent states EB2552.which have been adjusted to the HARN may be as much as 5 EB2552.decimeters. This will result in a significant loss of accuracy EB2552.over lines crossing such state borders. EB2552 EB2552 EB2552.The horizontal coordinates were established by classical geodetic methods EB2552.and adjusted by the National Geodetic Survey in July 1986. EB2552 EB2552.The NAVD 88 height was computed by applying the VERTCON shift value to EB2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2552 EB2552.The Laplace correction was computed from DEFLEC99 derived deflections. EB2552 EB2552.The geoid height was determined by GEOID03. EB2552 EB2552; North East Units Scale Factor Converg. EB2552;SPC NC - 127,506.467 612,310.423 MT 0.99989139 +0 01 01.6 EB2552;SPC NC - 418,327.47 2,008,888.45 sFT 0.99989139 +0 01 01.6 EB2552;UTM 17 - 3,863,769.428 685,448.257 MT 1.00002388 +1 09 41.6 EB2552 EB2552! - Elev Factor x Scale Factor = Combined Factor EB2552!SPC NC - 0.99999688 x 0.99989139 = 0.99988827 EB2552!UTM 17 - 0.99999688 x 1.00002388 = 1.00002076 EB2552 EB2552: Primary Azimuth Mark Grid Az EB2552:SPC NC - LARRY 036 00 49.9 EB2552:UTM 17 - LARRY 034 52 09.9 EB2552 EB2552|---------------------------------------------------------------------| EB2552| PID Reference Object Distance Geod. Az | EB2552| dddmmss.s | EB2552| EB2553 LARRY APPROX. 0.8 KM 0360151.5 | EB2552|---------------------------------------------------------------------| EB2552 EB2552 SUPERSEDED SURVEY CONTROL EB2552 EB2552 NAD 27 - 34 53 57.33782(N) 078 58 14.17457(W) AD( ) 2 EB2552 NGVD 29 (07/19/86) 53.6 (m) 176. (f) VERT ANG EB2552 EB2552.Superseded values are not recommended for survey control. EB2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2552.See file dsdata.txt to determine how the superseded data were derived. EB2552 EB2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8544863769(NAD 83) EB2552_MARKER: DE = TRAVERSE STATION DISK EB2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2552_STAMPING: LANE 1969 EB2552_MARK LOGO: NCGS EB2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2552+STABILITY: SURFACE MOTION EB2552 EB2552 HISTORY - Date Condition Report By EB2552 HISTORY - 1969 MONUMENTED NCGS EB2552 HISTORY - 1982 POOR LOCSUR EB2552 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2552 EB2552 STATION DESCRIPTION EB2552 EB2552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2552'LANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2552'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2552' EB2552'LANE IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF PARKTON. TO EB2552'REACH STATION PROCEED FROM THE INTERSECTION OF US 301, NC 71, AND SR EB2552'1902, GO SOUTH ON US 301 FOR 0.45 MILE TO STATION ON LEFT, ON NORTH EB2552'SIDE OF DIRT LANE LEADING TO OLD FARMHOUSE, AND 0.65 MILE NORTH OF EB2552'T INTERSECTION OF US 301 AND SR 1720. EB2552' EB2552'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LANE EB2552'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2552'FLUSH WITH THE SURFACE OF THE GROUND. EB2552' EB2552'MARK IS EB2552' EB2552'28.8 FEET ESE OF C/L OF US 301. EB2552'20.7 FEET NNE OF C/L OF LANE. EB2552'2.6 FEET NW OF TELEPHONE CABLE MARKER. EB2552'4.4 FEET W OF PP NO. 2285 WITH ALUMINUM REF. TAG. EB2552'74.9 FEET SE OF PP NO. 2284 WITH ALUMINUM REF. TAG. EB2552'33.4 FEET NNE OF 30 INCH OAK WITH ALUMINUM REF. TAG. EB2552'8.5 FEET NE OF DITCH CULVERT. EB2552 EB2552 STATION RECOVERY (1982) EB2552 EB2552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (AM) EB2552'MONUMENT WAS FOUND BURIED AND LYING ON ITS SIDE AS PER USGS REPORT IN EB2552'1980. EB2552 EB2552 STATION RECOVERY (1995) EB2552 EB2552'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2552'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2498 *********************************************************************** EB2498 DESIGNATION - LAPS EB2498 PID - EB2498 EB2498 STATE/COUNTY- NC/ROBESON EB2498 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2498 EB2498 *CURRENT SURVEY CONTROL EB2498 ___________________________________________________________________ EB2498* NAD 83(1986)- 34 35 33.81099(N) 078 56 28.15528(W) ADJUSTED EB2498* NAVD 88 - 40.5 (meters) 133. (feet) VERTCON EB2498 ___________________________________________________________________ EB2498 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EB2498 GEOID HEIGHT- -34.15 (meters) GEOID03 EB2498 EB2498 HORZ ORDER - SECOND EB2498 EB2498.The North Carolina HARNS have been completed but, EB2498.due to contractual restrictions, coordinates for these stations EB2498.will NOT be published in the near future. In the interim, the EB2498.published coordinates in North Carolina will not be EB2498.consistent with the Continuously Operating Reference Stations EB2498.(CORS). The HARN coordinates for these stations are available EB2498.upon request. Contact Gary Thompson(919-733-3836). EB2498. EB2498.In addition, the published North Carolina positions EB2498.(NAD 83 (1986)) are NOT consistent with those determined in EB2498.adjacent state readjustments. The discontinuity between stations EB2498.located in North Carolina and those in adjacent states EB2498.which have been adjusted to the HARN may be as much as 5 EB2498.decimeters. This will result in a significant loss of accuracy EB2498.over lines crossing such state borders. EB2498 EB2498 EB2498.The horizontal coordinates were established by classical geodetic methods EB2498.and adjusted by the National Geodetic Survey in July 1986. EB2498 EB2498.The NAVD 88 height was computed by applying the VERTCON shift value to EB2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2498 EB2498.The Laplace correction was computed from DEFLEC99 derived deflections. EB2498 EB2498.The geoid height was determined by GEOID03. EB2498 EB2498; North East Units Scale Factor Converg. EB2498;SPC NC - 93,486.705 614,999.289 MT 0.99993826 +0 02 02.3 EB2498;SPC NC - 306,714.30 2,017,710.17 sFT 0.99993826 +0 02 02.3 EB2498;UTM 17 - 3,829,805.843 688,813.763 MT 1.00003944 +1 10 09.2 EB2498 EB2498! - Elev Factor x Scale Factor = Combined Factor EB2498!SPC NC - 0.99999900 x 0.99993826 = 0.99993726 EB2498!UTM 17 - 0.99999900 x 1.00003944 = 1.00003844 EB2498 EB2498: Primary Azimuth Mark Grid Az EB2498:SPC NC - STANNEL 112 54 29.7 EB2498:UTM 17 - STANNEL 111 46 22.8 EB2498 EB2498|---------------------------------------------------------------------| EB2498| PID Reference Object Distance Geod. Az | EB2498| dddmmss.s | EB2498| EB2508 STANNEL APPROX. 1.0 KM 1125632.0 | EB2498|---------------------------------------------------------------------| EB2498 EB2498 SUPERSEDED SURVEY CONTROL EB2498 EB2498 NAD 27 - 34 35 33.21183(N) 078 56 29.04377(W) AD( ) 2 EB2498 NGVD 29 (07/19/86) 40.8 (m) 134. (f) VERT ANG EB2498 EB2498.Superseded values are not recommended for survey control. EB2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2498.See file dsdata.txt to determine how the superseded data were derived. EB2498 EB2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8881429806(NAD 83) EB2498_MARKER: DE = TRAVERSE STATION DISK EB2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2498_STAMPING: LAPS 1965 EB2498_MARK LOGO: NCGS EB2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2498+STABILITY: SURFACE MOTION EB2498 EB2498 HISTORY - Date Condition Report By EB2498 HISTORY - 1965 MONUMENTED NCGS EB2498 HISTORY - 1981 SEE DESCRIPTION USGS EB2498 EB2498 STATION DESCRIPTION EB2498 EB2498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2498'LAPS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2498'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2498' EB2498'LAPS IS 4.8 MILES SE OF LUMBERTON. TO REACH STATION FROM EB2498'INTERSECTION OF U.S. 74 AND NC 211 BYPASS, GO EAST ON NC 211 EB2498'2.75 MILES TO DIRT ROAD, TURN RIGHT (S) AND GO 0.1 MILE TO RR EB2498'CROSSING AND STATION ON LEFT. TO REACH STATION FROM EB2498'INTERSECTION OF NC 211 AND SR 1002, GO WEST 0.8 MILES TO DIRT EB2498'ROAD ON LEFT, TURN LEFT (SOUTH) AND GO 0.1 MILE TO STATION ON EB2498'LEFT. STATION IS IN SW QUADRANT OF RR AND DIRT ROAD. EB2498' EB2498'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2498'LAPS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2498'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2498' EB2498'MARK IS EB2498' EB2498'5.5 FT S OF SOUTH RAIL EB2498' EB2498'8.6 FT N OF RR SIGNAL WITH ALUMINUM REF. TAG. EB2498' EB2498'11.9 FT E OF C/L OF DIRT ROAD EB2498' EB2498'44.8 FT SW OF TP WITH ALUMINUM REF. TAG. EB2498' EB2498'45.3 FT N OF 30 INCH PINE WITH ALUMINUM REF. TAG. EB2498' EB2498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2498 EB2498 STATION RECOVERY (1981) EB2498 EB2498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2498'THE STATION WAS RECOVERED AND FOUND DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2553 *********************************************************************** EB2553 DESIGNATION - LARRY EB2553 PID - EB2553 EB2553 STATE/COUNTY- NC/ROBESON EB2553 USGS QUAD - HOPE MILLS (1986) EB2553 EB2553 *CURRENT SURVEY CONTROL EB2553 ___________________________________________________________________ EB2553* NAD 83(1986)- 34 54 17.70680(N) 078 57 55.81579(W) ADJUSTED EB2553* NAVD 88 - 52.8 (meters) 173. (feet) VERTCON EB2553 ___________________________________________________________________ EB2553 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EB2553 GEOID HEIGHT- -33.48 (meters) GEOID03 EB2553 EB2553 HORZ ORDER - SECOND EB2553 EB2553.The North Carolina HARNS have been completed but, EB2553.due to contractual restrictions, coordinates for these stations EB2553.will NOT be published in the near future. In the interim, the EB2553.published coordinates in North Carolina will not be EB2553.consistent with the Continuously Operating Reference Stations EB2553.(CORS). The HARN coordinates for these stations are available EB2553.upon request. Contact Gary Thompson(919-733-3836). EB2553. EB2553.In addition, the published North Carolina positions EB2553.(NAD 83 (1986)) are NOT consistent with those determined in EB2553.adjacent state readjustments. The discontinuity between stations EB2553.located in North Carolina and those in adjacent states EB2553.which have been adjusted to the HARN may be as much as 5 EB2553.decimeters. This will result in a significant loss of accuracy EB2553.over lines crossing such state borders. EB2553 EB2553 EB2553.The horizontal coordinates were established by classical geodetic methods EB2553.and adjusted by the National Geodetic Survey in July 1986. EB2553 EB2553.The NAVD 88 height was computed by applying the VERTCON shift value to EB2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2553 EB2553.The Laplace correction was computed from DEFLEC99 derived deflections. EB2553 EB2553.The geoid height was determined by GEOID03. EB2553 EB2553; North East Units Scale Factor Converg. EB2553;SPC NC - 128,116.077 612,753.555 MT 0.99989080 +0 01 11.7 EB2553;SPC NC - 420,327.50 2,010,342.29 sFT 0.99989080 +0 01 11.7 EB2553;UTM 17 - 3,864,387.851 685,879.182 MT 1.00002585 +1 09 52.2 EB2553 EB2553! - Elev Factor x Scale Factor = Combined Factor EB2553!SPC NC - 0.99999696 x 0.99989080 = 0.99988776 EB2553!UTM 17 - 0.99999696 x 1.00002585 = 1.00002281 EB2553 EB2553: Primary Azimuth Mark Grid Az EB2553:SPC NC - WHEAT 036 05 17.6 EB2553:UTM 17 - WHEAT 034 56 37.1 EB2553 EB2553|---------------------------------------------------------------------| EB2553| PID Reference Object Distance Geod. Az | EB2553| dddmmss.s | EB2553| EB2554 WHEAT APPROX. 0.8 KM 0360629.3 | EB2553|---------------------------------------------------------------------| EB2553 EB2553 SUPERSEDED SURVEY CONTROL EB2553 EB2553 NAD 27 - 34 54 17.11700(N) 078 57 56.71129(W) AD( ) 2 EB2553 NGVD 29 (07/19/86) 53.1 (m) 174. (f) VERT ANG EB2553 EB2553.Superseded values are not recommended for survey control. EB2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2553.See file dsdata.txt to determine how the superseded data were derived. EB2553 EB2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8587964388(NAD 83) EB2553_MARKER: DE = TRAVERSE STATION DISK EB2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2553_STAMPING: LARRY 1969 EB2553_MARK LOGO: NCGS EB2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2553+STABILITY: SURFACE MOTION EB2553 EB2553 HISTORY - Date Condition Report By EB2553 HISTORY - 1969 MONUMENTED NCGS EB2553 HISTORY - 19950522 GOOD USPSQD EB2553 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2553 EB2553 STATION DESCRIPTION EB2553 EB2553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2553'LARRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2553'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2553' EB2553'LARRY IS LOCATED APPROXIMATELY 2.6 MILES NNE OF PARKTON. STATION IS EB2553'AT THE INTERSECTION OF US 301, NC 71 AND SR 1902 (DEAD END ROAD), IN EB2553'THE NORTHEAST QUADRANT OF INTERSECTION. EB2553' EB2553'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LARRY EB2553'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2553'FLUSH WITH THE SURFACE OF THE GROUND. EB2553' EB2553'MARK IS EB2553' EB2553'23.7 FEET ESE OF C/L OF US 301. EB2553'31.7 FEET NE OF C/L OF SR 1902. EB2553'36.6 FEET N OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2553'81.7 FEET E OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2553'15.1 FEET NNE OF US 301 SIGN POST WITH ALUMINUM REF. TAG. EB2553'10.0 FEET S OF NC 71 - US 301 SIGN POST WITH ALUMINUM REF. TAG. EB2553'94.6 FEET S OF PP NO. 2273 WITH ALUMINUM REF. TAG. EB2553 EB2553 STATION RECOVERY (1995) EB2553 EB2553'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2553'RECOVERED IN GOOD CONDITION. EB2553 EB2553 STATION RECOVERY (2004) EB2553 EB2553'RECOVERY NOTE BY US POWER SQUADRON 2004 (CES) EB2553'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2567 *********************************************************************** EB2567 DESIGNATION - LAWING EB2567 PID - EB2567 EB2567 STATE/COUNTY- NC/ROBESON EB2567 USGS QUAD - PARKTON (1982) EB2567 EB2567 *CURRENT SURVEY CONTROL EB2567 ___________________________________________________________________ EB2567* NAD 83(1986)- 34 53 48.49499(N) 079 00 00.20725(W) ADJUSTED EB2567* NAVD 88 - 53.7 (meters) 176. (feet) VERTCON EB2567 ___________________________________________________________________ EB2567 LAPLACE CORR- -4.97 (seconds) DEFLEC99 EB2567 GEOID HEIGHT- -33.39 (meters) GEOID03 EB2567 EB2567 HORZ ORDER - SECOND EB2567 EB2567.The North Carolina HARNS have been completed but, EB2567.due to contractual restrictions, coordinates for these stations EB2567.will NOT be published in the near future. In the interim, the EB2567.published coordinates in North Carolina will not be EB2567.consistent with the Continuously Operating Reference Stations EB2567.(CORS). The HARN coordinates for these stations are available EB2567.upon request. Contact Gary Thompson(919-733-3836). EB2567. EB2567.In addition, the published North Carolina positions EB2567.(NAD 83 (1986)) are NOT consistent with those determined in EB2567.adjacent state readjustments. The discontinuity between stations EB2567.located in North Carolina and those in adjacent states EB2567.which have been adjusted to the HARN may be as much as 5 EB2567.decimeters. This will result in a significant loss of accuracy EB2567.over lines crossing such state borders. EB2567 EB2567 EB2567.The horizontal coordinates were established by classical geodetic methods EB2567.and adjusted by the National Geodetic Survey in July 1986. EB2567 EB2567.The NAVD 88 height was computed by applying the VERTCON shift value to EB2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2567 EB2567.The Laplace correction was computed from DEFLEC99 derived deflections. EB2567 EB2567.The geoid height was determined by GEOID03. EB2567 EB2567; North East Units Scale Factor Converg. EB2567;SPC NC - 127,215.426 609,595.959 MT 0.99989167 -0 00 00.1 EB2567;SPC NC - 417,372.61 1,999,982.74 sFT 0.99989167 -0 00 00.1 EB2567;UTM 17 - 3,863,424.185 682,739.806 MT 1.00001159 +1 08 40.1 EB2567 EB2567! - Elev Factor x Scale Factor = Combined Factor EB2567!SPC NC - 0.99999681 x 0.99989167 = 0.99988848 EB2567!UTM 17 - 0.99999681 x 1.00001159 = 1.00000840 EB2567 EB2567: Primary Azimuth Mark Grid Az EB2567:SPC NC - POWER 123 50 36.3 EB2567:UTM 17 - POWER 122 41 56.1 EB2567 EB2567|---------------------------------------------------------------------| EB2567| PID Reference Object Distance Geod. Az | EB2567| dddmmss.s | EB2567| EB2550 POWER APPROX. 0.8 KM 1235036.2 | EB2567|---------------------------------------------------------------------| EB2567 EB2567 SUPERSEDED SURVEY CONTROL EB2567 EB2567 NAD 27 - 34 53 47.90716(N) 079 00 01.09762(W) AD( ) 2 EB2567 NGVD 29 (07/19/86) 54.0 (m) 177. (f) VERT ANG EB2567 EB2567.Superseded values are not recommended for survey control. EB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2567.See file dsdata.txt to determine how the superseded data were derived. EB2567 EB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8274063424(NAD 83) EB2567_MARKER: DE = TRAVERSE STATION DISK EB2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2567_STAMPING: LAWING 1969 EB2567_MARK LOGO: NCGS EB2567_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2567+STABILITY: SURFACE MOTION EB2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2567+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001 EB2567 EB2567 HISTORY - Date Condition Report By EB2567 HISTORY - 1969 MONUMENTED NCGS EB2567 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2567 HISTORY - 20010405 GOOD NCGS EB2567 EB2567 STATION DESCRIPTION EB2567 EB2567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2567'LAWING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2567'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2567' EB2567'LAWING IS LOCATED APPROXIMATELY 0.8 MILE EAST OF PARKTON AND 6.4 EB2567'MILES WNW OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2567'INTERSECTION OF RAILROAD TRACK, NC 71 AND SR 1723 IN TOWN OF EB2567'PARKTON, GO ESE ON SR 1723 FOR 0.8 MILE TO STATION ON LEFT, DIRECTLY EB2567'IN FRONT OF HOME OF MRS. LAWING, AND 1.65 MILES WSW OF US 301. EB2567' EB2567'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LAWING EB2567'1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS 3 INCHES BELOW EB2567' EB2567'THE SURFACE OF THE GROUND. EB2567' EB2567'MARK IS EB2567' EB2567'14.2 FEET N OF C/L OF SR 1723. EB2567'81.0 FEET E OF W DRIVEWAY. EB2567'92.0 FEET W OF E DRIVEWAY. EB2567'53.7 FEET E OF 36 INCH OAK TREE. EB2567'53.8 FEET W OF 10 INCH PINE TREE. EB2567'7.6 FEET S OF W EDGE OF HEDGE BUSH. EB2567 EB2567 STATION RECOVERY (1997) EB2567 EB2567'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2567'MARK NOT FOUND. EB2567 EB2567 STATION RECOVERY (2001) EB2567 EB2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB2567'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATED DESCRIPTION. EB2567'MARK IS ABOUT 1-FOOT LOWER THAN SR 1723 AND RECESSED 10-INCHES BELOW EB2567'GROUND. LOCATED IN FRONT OF HOUSE NUMBER 2466, 14.2 FT (4.3 M) EB2567'NORTHEAST OF THE CENTERLINE OF SR 1723 (SECOND STREET), 1.5 FT (0.5 M) EB2567'SOUTHEAST OF THE CENTER OF AN ASPHALT DRIVE, 36.9 FT (11.2 M) EB2567'SOUTHEAST OF A CATV PEDESTAL, 33.2 FT (10.1 M) WEST OF A WATER METER EB2567'AND 53.8 FT (16.4 M) WEST-NORTHWEST OF A 10-INCH PINE. EB2567'THE HEDGE BUSH IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2519 *********************************************************************** EB2519 DESIGNATION - LAWSON EB2519 PID - EB2519 EB2519 STATE/COUNTY- NC/ROBESON EB2519 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2519 EB2519 *CURRENT SURVEY CONTROL EB2519 ___________________________________________________________________ EB2519* NAD 83(1986)- 34 38 39.77993(N) 078 58 44.18860(W) ADJUSTED EB2519* NAVD 88 - 43.2 (meters) 142. (feet) VERTCON EB2519 ___________________________________________________________________ EB2519 LAPLACE CORR- -5.10 (seconds) DEFLEC99 EB2519 GEOID HEIGHT- -34.00 (meters) GEOID03 EB2519 EB2519 HORZ ORDER - SECOND EB2519 EB2519.The North Carolina HARNS have been completed but, EB2519.due to contractual restrictions, coordinates for these stations EB2519.will NOT be published in the near future. In the interim, the EB2519.published coordinates in North Carolina will not be EB2519.consistent with the Continuously Operating Reference Stations EB2519.(CORS). The HARN coordinates for these stations are available EB2519.upon request. Contact Gary Thompson(919-733-3836). EB2519. EB2519.In addition, the published North Carolina positions EB2519.(NAD 83 (1986)) are NOT consistent with those determined in EB2519.adjacent state readjustments. The discontinuity between stations EB2519.located in North Carolina and those in adjacent states EB2519.which have been adjusted to the HARN may be as much as 5 EB2519.decimeters. This will result in a significant loss of accuracy EB2519.over lines crossing such state borders. EB2519 EB2519 EB2519.The horizontal coordinates were established by classical geodetic methods EB2519.and adjusted by the National Geodetic Survey in July 1986. EB2519 EB2519.The NAVD 88 height was computed by applying the VERTCON shift value to EB2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2519 EB2519.The Laplace correction was computed from DEFLEC99 derived deflections. EB2519 EB2519.The geoid height was determined by GEOID03. EB2519 EB2519; North East Units Scale Factor Converg. EB2519;SPC NC - 99,215.540 611,531.774 MT 0.99992838 +0 00 43.8 EB2519;SPC NC - 325,509.65 2,006,333.83 sFT 0.99992838 +0 00 43.8 EB2519;UTM 17 - 3,835,465.348 685,232.982 MT 1.00002292 +1 08 57.3 EB2519 EB2519! - Elev Factor x Scale Factor = Combined Factor EB2519!SPC NC - 0.99999856 x 0.99992838 = 0.99992694 EB2519!UTM 17 - 0.99999856 x 1.00002292 = 1.00002148 EB2519 EB2519: Primary Azimuth Mark Grid Az EB2519:SPC NC - CLARK 194 44 09.4 EB2519:UTM 17 - CLARK 193 35 55.9 EB2519 EB2519|---------------------------------------------------------------------| EB2519| PID Reference Object Distance Geod. Az | EB2519| dddmmss.s | EB2519| EB2517 CLARK APPROX. 1.0 KM 1944453.2 | EB2519|---------------------------------------------------------------------| EB2519 EB2519 SUPERSEDED SURVEY CONTROL EB2519 EB2519 NAD 27 - 34 38 39.19023(N) 078 58 45.07101(W) AD( ) 2 EB2519 NGVD 29 (07/19/86) 43.5 (m) 143. (f) VERT ANG EB2519 EB2519.Superseded values are not recommended for survey control. EB2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2519.See file dsdata.txt to determine how the superseded data were derived. EB2519 EB2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8523335465(NAD 83) EB2519_MARKER: DE = TRAVERSE STATION DISK EB2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2519_STAMPING: LAWSON 1965 EB2519_MARK LOGO: NCGS EB2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2519+STABILITY: SURFACE MOTION EB2519 EB2519 HISTORY - Date Condition Report By EB2519 HISTORY - 1965 MONUMENTED NCGS EB2519 EB2519 STATION DESCRIPTION EB2519 EB2519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2519'LAWSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2519'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2519' EB2519'LAWSON IS 2.4 MILES NNE OF LUMBERTON. LOCATED 0.7 MILES N ALONG SR EB2519'1945 FROM NC 41. 1.3 MILES E ALONG SR 1948 FROM U.S. 301 EB2519'BUS.. AT THE T INTERSECTION OF SR 1948 AND SR 1945. ON E SIDE EB2519'OF SR 1945 AND AT TOP OF DITCH BANK. EB2519' EB2519'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2519'LAWSON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2519'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2519' EB2519'MARK IS EB2519' EB2519'30.8 FT E OF C/L OF SR 1945 EB2519' EB2519'21.0 FT SW OF SW CORNER OF TOBACCO BARN EB2519' EB2519'17.9 FT NE OF 20 INCH DRAIN UNDER SR 1945 EB2519' EB2519'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2596 *********************************************************************** EB2596 DESIGNATION - LEE EB2596 PID - EB2596 EB2596 STATE/COUNTY- NC/ROBESON EB2596 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2596 EB2596 *CURRENT SURVEY CONTROL EB2596 ___________________________________________________________________ EB2596* NAD 83(1986)- 34 34 31.99474(N) 079 01 31.36663(W) ADJUSTED EB2596* NAVD 88 - 39.6 (meters) 130. (feet) VERTCON EB2596 ___________________________________________________________________ EB2596 LAPLACE CORR- -5.24 (seconds) DEFLEC99 EB2596 GEOID HEIGHT- -33.90 (meters) GEOID03 EB2596 EB2596 HORZ ORDER - SECOND EB2596 EB2596.The North Carolina HARNS have been completed but, EB2596.due to contractual restrictions, coordinates for these stations EB2596.will NOT be published in the near future. In the interim, the EB2596.published coordinates in North Carolina will not be EB2596.consistent with the Continuously Operating Reference Stations EB2596.(CORS). The HARN coordinates for these stations are available EB2596.upon request. Contact Gary Thompson(919-733-3836). EB2596. EB2596.In addition, the published North Carolina positions EB2596.(NAD 83 (1986)) are NOT consistent with those determined in EB2596.adjacent state readjustments. The discontinuity between stations EB2596.located in North Carolina and those in adjacent states EB2596.which have been adjusted to the HARN may be as much as 5 EB2596.decimeters. This will result in a significant loss of accuracy EB2596.over lines crossing such state borders. EB2596 EB2596 EB2596.The horizontal coordinates were established by classical geodetic methods EB2596.and adjusted by the National Geodetic Survey in July 1986. EB2596 EB2596.The NAVD 88 height was computed by applying the VERTCON shift value to EB2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2596 EB2596.The Laplace correction was computed from DEFLEC99 derived deflections. EB2596 EB2596.The geoid height was determined by GEOID03. EB2596 EB2596; North East Units Scale Factor Converg. EB2596;SPC NC - 91,580.667 607,272.597 MT 0.99994172 -0 00 52.7 EB2596;SPC NC - 300,460.90 1,992,360.18 sFT 0.99994172 -0 00 52.7 EB2596;UTM 17 - 3,827,746.905 681,125.728 MT 1.00000438 +1 07 15.2 EB2596 EB2596! - Elev Factor x Scale Factor = Combined Factor EB2596!SPC NC - 0.99999910 x 0.99994172 = 0.99994082 EB2596!UTM 17 - 0.99999910 x 1.00000438 = 1.00000348 EB2596 EB2596: Primary Azimuth Mark Grid Az EB2596:SPC NC - LINDA 110 11 07.6 EB2596:UTM 17 - LINDA 109 02 59.7 EB2596 EB2596|---------------------------------------------------------------------| EB2596| PID Reference Object Distance Geod. Az | EB2596| dddmmss.s | EB2596| EB2597 LINDA APPROX. 1.0 KM 1101014.9 | EB2596|---------------------------------------------------------------------| EB2596 EB2596 SUPERSEDED SURVEY CONTROL EB2596 EB2596 NAD 27 - 34 34 31.40026(N) 079 01 32.24332(W) AD( ) 2 EB2596 NGVD 29 (07/19/86) 39.9 (m) 131. (f) VERT ANG EB2596 EB2596.Superseded values are not recommended for survey control. EB2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2596.See file dsdata.txt to determine how the superseded data were derived. EB2596 EB2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8112627747(NAD 83) EB2596_MARKER: DE = TRAVERSE STATION DISK EB2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2596_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2596_STAMPING: LEE 1965 EB2596_MARK LOGO: NCGS EB2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2596+STABILITY: SURFACE MOTION EB2596 EB2596 HISTORY - Date Condition Report By EB2596 HISTORY - 1965 MONUMENTED NCGS EB2596 HISTORY - 1971 MARK NOT FOUND USGS EB2596 EB2596 STATION DESCRIPTION EB2596 EB2596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2596'LEE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2596'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2596' EB2596'LEE IS 3.25 MILES S OF LUMBERTON. LOCATED 3.2 MILES WNW EB2596'ALONG SR 2207 FROM Y INTERSECTION OF U.S. 74 AND SR 2207. 1.4 EB2596'MILES WNW OF SR 2289. 1.0 MILE ESE OF Y INTERSECTION OF EB2596'SR 2208 AND SR 2207. AT THE NW QUADRANT OF SR 2207 AND SR 2204 EB2596'AND ON TOP OF DITCH BANK. EB2596' EB2596'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB2596'LEE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2596'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2596' EB2596'MARK IS EB2596' EB2596'19.9 FT E OF PP WITH ALUMINUM REF. TAG EB2596' EB2596'29.0 FT N OF C/L OF SR 2207 EB2596' EB2596'27.5 FT SW OF TELEPHONE BOX EB2596' EB2596'49.8 FT W OF C/L OF SR 2204 EB2596' EB2596'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2596 EB2596 STATION RECOVERY (1971) EB2596 EB2596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2596'STATION WAS SEARCHED FOR AND FOUND DISTURBED. THE POST HAS EB2596'BEEN MOVED BY A MOTOR GRADER AND IS LEANING OUT OF POSITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3889 *********************************************************************** EB3889 DESIGNATION - LEECH EB3889 PID - EB3889 EB3889 STATE/COUNTY- NC/ROBESON EB3889 USGS QUAD - JOHNS (1971) EB3889 EB3889 *CURRENT SURVEY CONTROL EB3889 ___________________________________________________________________ EB3889* NAD 83(1986)- 34 37 31.22785(N) 079 26 25.43231(W) ADJUSTED EB3889* NAVD 88 - 39.7 (meters) 130. (feet) VERTCON EB3889 ___________________________________________________________________ EB3889 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB3889 GEOID HEIGHT- -32.52 (meters) GEOID03 EB3889 EB3889 HORZ ORDER - SECOND EB3889 EB3889.The North Carolina HARNS have been completed but, EB3889.due to contractual restrictions, coordinates for these stations EB3889.will NOT be published in the near future. In the interim, the EB3889.published coordinates in North Carolina will not be EB3889.consistent with the Continuously Operating Reference Stations EB3889.(CORS). The HARN coordinates for these stations are available EB3889.upon request. Contact Gary Thompson(919-733-3836). EB3889. EB3889.In addition, the published North Carolina positions EB3889.(NAD 83 (1986)) are NOT consistent with those determined in EB3889.adjacent state readjustments. The discontinuity between stations EB3889.located in North Carolina and those in adjacent states EB3889.which have been adjusted to the HARN may be as much as 5 EB3889.decimeters. This will result in a significant loss of accuracy EB3889.over lines crossing such state borders. EB3889 EB3889 EB3889.The horizontal coordinates were established by classical geodetic methods EB3889.and adjusted by the National Geodetic Survey in April 1991. EB3889 EB3889.The NAVD 88 height was computed by applying the VERTCON shift value to EB3889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3889 EB3889.The Laplace correction was computed from DEFLEC99 derived deflections. EB3889 EB3889.The geoid height was determined by GEOID03. EB3889 EB3889; North East Units Scale Factor Converg. EB3889;SPC NC - 97,192.628 569,218.601 MT 0.99993193 -0 15 15.1 EB3889;SPC NC - 318,872.81 1,867,511.36 sFT 0.99993193 -0 15 15.1 EB3889;SPC SC - 310,712.326 752,604.066 MT 0.99993272 +0 51 52.7 EB3889;SPC SC - 1,019,397.40 2,469,173.44 iFT 0.99993272 +0 51 52.7 EB3889;UTM 17 - 3,832,601.883 642,968.217 MT 0.99985194 +0 53 10.8 EB3889 EB3889! - Elev Factor x Scale Factor = Combined Factor EB3889!SPC NC - 0.99999887 x 0.99993193 = 0.99993080 EB3889!SPC SC - 0.99999887 x 0.99993272 = 0.99993159 EB3889!UTM 17 - 0.99999887 x 0.99985194 = 0.99985081 EB3889 EB3889 SUPERSEDED SURVEY CONTROL EB3889 EB3889 NGVD 29 (04/22/91) 40.0 (m) 131. (f) VERT ANG EB3889 EB3889.Superseded values are not recommended for survey control. EB3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3889.See file dsdata.txt to determine how the superseded data were derived. EB3889 EB3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4296832602(NAD 83) EB3889_MARKER: DE = TRAVERSE STATION DISK EB3889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3889_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3889+STABILITY: SURFACE MOTION EB3889 EB3889 HISTORY - Date Condition Report By EB3889 HISTORY - 1977 MONUMENTED NCGS EB3889 HISTORY - 1988 GOOD USPSQD EB3889 EB3889 STATION DESCRIPTION EB3889 EB3889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3889'THE STATION IS LOCATED APPROXIMATELY 9.3 MILES SOUTH-SOUTHWEST OF EB3889'MAXTON AND 9.1 MILES NORTHWEST OF PLAINVIEW. EB3889' EB3889'TO REACH STATION FROM THE INTERSECTION OF US 501 AND NC 83 SOUTHWEST EB3889'OF MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 4.0 MILES TO STATION ON EB3889'LEFT AT SOUTHWEST CORNER OF BRIDGE OVER LEACH CREEK AND 0.35 MILE EB3889'SOUTHWEST OF SR 1101 CROSSROAD. EB3889' EB3889'STATION MARK IS A STANDARD DISK STAMPED---LEECH 1977---SET IN THE EB3889'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB3889'SURFACE. THE MARK IS 18.4 FEET SOUTH OF CENTERLINE OF NC 83, 25.2 EB3889'FEET WEST OF SOUTHWEST CORNER OF BRIDGE RAIL, 42.0 FEET SOUTHWEST OF EB3889'NORTHWEST CORNER OF BRIDGE RAIL AND 59.0 FEET SOUTHEAST OF TELEPHONE EB3889'PEDESTAL. EB3889 EB3889 STATION RECOVERY (1988) EB3889 EB3889'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3889'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3890 *********************************************************************** EB3890 DESIGNATION - LEGGETT EB3890 PID - EB3890 EB3890 STATE/COUNTY- NC/ROBESON EB3890 USGS QUAD - GADDYSVILLE (1962) EB3890 EB3890 *CURRENT SURVEY CONTROL EB3890 ___________________________________________________________________ EB3890* NAD 83(1986)- 34 29 07.55530(N) 079 09 17.66062(W) ADJUSTED EB3890* NAVD 88 - 41.4 (meters) 136. (feet) VERTCON EB3890 ___________________________________________________________________ EB3890 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB3890 GEOID HEIGHT- -33.46 (meters) GEOID03 EB3890 EB3890 HORZ ORDER - SECOND EB3890 EB3890.The North Carolina HARNS have been completed but, EB3890.due to contractual restrictions, coordinates for these stations EB3890.will NOT be published in the near future. In the interim, the EB3890.published coordinates in North Carolina will not be EB3890.consistent with the Continuously Operating Reference Stations EB3890.(CORS). The HARN coordinates for these stations are available EB3890.upon request. Contact Gary Thompson(919-733-3836). EB3890. EB3890.In addition, the published North Carolina positions EB3890.(NAD 83 (1986)) are NOT consistent with those determined in EB3890.adjacent state readjustments. The discontinuity between stations EB3890.located in North Carolina and those in adjacent states EB3890.which have been adjusted to the HARN may be as much as 5 EB3890.decimeters. This will result in a significant loss of accuracy EB3890.over lines crossing such state borders. EB3890 EB3890 EB3890.The horizontal coordinates were established by classical geodetic methods EB3890.and adjusted by the National Geodetic Survey in April 1991. EB3890 EB3890.The NAVD 88 height was computed by applying the VERTCON shift value to EB3890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3890 EB3890.The Laplace correction was computed from DEFLEC99 derived deflections. EB3890 EB3890.The geoid height was determined by GEOID03. EB3890 EB3890; North East Units Scale Factor Converg. EB3890;SPC NC - 81,594.536 595,372.762 MT 0.99996135 -0 05 21.9 EB3890;SPC NC - 267,698.07 1,953,318.80 sFT 0.99996135 -0 05 21.9 EB3890;UTM 17 - 3,817,526.756 669,425.698 MT 0.99995383 +1 02 41.8 EB3890 EB3890! - Elev Factor x Scale Factor = Combined Factor EB3890!SPC NC - 0.99999875 x 0.99996135 = 0.99996010 EB3890!UTM 17 - 0.99999875 x 0.99995383 = 0.99995258 EB3890 EB3890 SUPERSEDED SURVEY CONTROL EB3890 EB3890 NGVD 29 (04/22/91) 41.7 (m) 137. (f) VERT ANG EB3890 EB3890.Superseded values are not recommended for survey control. EB3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3890.See file dsdata.txt to determine how the superseded data were derived. EB3890 EB3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6942617527(NAD 83) EB3890_MARKER: DE = TRAVERSE STATION DISK EB3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3890_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3890+STABILITY: SURFACE MOTION EB3890 EB3890 HISTORY - Date Condition Report By EB3890 HISTORY - 1977 MONUMENTED NCGS EB3890 EB3890 STATION DESCRIPTION EB3890 EB3890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3890'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST-SOUTHWEST OF EB3890'FAIRMONT AND 4.9 MILES SOUTH-SOUTHEAST OF MCDONALD. EB3890' EB3890'THE STATION IS AT THE INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST EB3890'OF FAIRMONT, ON SOUTH SIDE OF INTERSECTION AT BRACY LEGGETTS BRICK EB3890'RESIDENT AND IN WEST EDGE OF FRONT YARD. EB3890' EB3890'STATION MARK IS A STANDARD DISK STAMPED---LEGGETT 1977---SET IN THE EB3890'TOP OF A CONCRETE CYLINDER, WHICH IS 12 INCHES BELOW THE GROUND EB3890'SURFACE. THE MARK IS 73.4 FEET SOUTHEAST OF CENTERLINE OF NC 130, EB3890'18.5 FEET WEST-SOUTHWEST OF WEST END OF CULVERT UNDER DRIVE, 73.2 FEET EB3890'SOUTHWEST OF EAST END OF SAME CULVERT, 87.3 FEET WEST-NORTHWEST OF EB3890'NORTHWEST CORNER OF FRONT PORCH OF LEGGETT RESIDENT AND 50.2 FEET EB3890'SOUTHEAST OF LARGER OF TWO TELEPHONE PEDESTALS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3891 *********************************************************************** EB3891 DESIGNATION - LEWIS EB3891 PID - EB3891 EB3891 STATE/COUNTY- NC/ROBESON EB3891 USGS QUAD - MC DONALD (1972) EB3891 EB3891 *CURRENT SURVEY CONTROL EB3891 ___________________________________________________________________ EB3891* NAD 83(1986)- 34 32 30.78299(N) 079 13 35.44114(W) ADJUSTED EB3891* NAVD 88 - 47.4 (meters) 156. (feet) VERTCON EB3891 ___________________________________________________________________ EB3891 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB3891 GEOID HEIGHT- -33.22 (meters) GEOID03 EB3891 EB3891 HORZ ORDER - SECOND EB3891 EB3891.The North Carolina HARNS have been completed but, EB3891.due to contractual restrictions, coordinates for these stations EB3891.will NOT be published in the near future. In the interim, the EB3891.published coordinates in North Carolina will not be EB3891.consistent with the Continuously Operating Reference Stations EB3891.(CORS). The HARN coordinates for these stations are available EB3891.upon request. Contact Gary Thompson(919-733-3836). EB3891. EB3891.In addition, the published North Carolina positions EB3891.(NAD 83 (1986)) are NOT consistent with those determined in EB3891.adjacent state readjustments. The discontinuity between stations EB3891.located in North Carolina and those in adjacent states EB3891.which have been adjusted to the HARN may be as much as 5 EB3891.decimeters. This will result in a significant loss of accuracy EB3891.over lines crossing such state borders. EB3891 EB3891 EB3891.The horizontal coordinates were established by classical geodetic methods EB3891.and adjusted by the National Geodetic Survey in April 1991. EB3891 EB3891.The NAVD 88 height was computed by applying the VERTCON shift value to EB3891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3891 EB3891.The Laplace correction was computed from DEFLEC99 derived deflections. EB3891 EB3891.The geoid height was determined by GEOID03. EB3891 EB3891; North East Units Scale Factor Converg. EB3891;SPC NC - 87,869.204 588,809.907 MT 0.99994877 -0 07 50.6 EB3891;SPC NC - 288,284.21 1,931,787.17 sFT 0.99994877 -0 07 50.6 EB3891;UTM 17 - 3,823,670.051 662,739.892 MT 0.99992645 +1 00 20.9 EB3891 EB3891! - Elev Factor x Scale Factor = Combined Factor EB3891!SPC NC - 0.99999777 x 0.99994877 = 0.99994654 EB3891!UTM 17 - 0.99999777 x 0.99992645 = 0.99992422 EB3891 EB3891 SUPERSEDED SURVEY CONTROL EB3891 EB3891 NGVD 29 (04/22/91) 47.7 (m) 156. (f) VERT ANG EB3891 EB3891.Superseded values are not recommended for survey control. EB3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3891.See file dsdata.txt to determine how the superseded data were derived. EB3891 EB3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6274023670(NAD 83) EB3891_MARKER: DE = TRAVERSE STATION DISK EB3891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3891_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3891+STABILITY: SURFACE MOTION EB3891 EB3891 HISTORY - Date Condition Report By EB3891 HISTORY - 1977 MONUMENTED NCGS EB3891 EB3891 STATION DESCRIPTION EB3891 EB3891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3891'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES WEST-SOUTHWEST OF EB3891'MCDONALD AND 3.8 MILES EAST OF ROWLAND AND 9.8 MILES SOUTH-SOUTHWEST EB3891'OF PEMBROKE. EB3891' EB3891'TO REACH STATION FROM THE US 74 OVERPASS OF I 95 PROCEED SOUTHWEST EB3891'ALONG I 95 FOR 8.3 MILES TO SR 1155 OVERPASS AND STATION NEAR THE EB3891'SOUTHWEST CORNER OF BRIDGE AND 0.5 MILES EAST OF REST AREA. EB3891' EB3891'STATION MARK IS A STANDARD DISK STAMPED---LEWIS 1977---SET IN THE TOP EB3891'OF CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE. MARK IS EB3891'19.7 FEET WEST-SOUTHWEST OF CENTERLINE SR 1155, 41.2 FEET EB3891'SOUTH-SOUTHEAST OF SOUTH END OF GUARD RAIL, 3.0 FEET SOUTHWEST OF 9TH EB3891'GUARD RAIL POST, 3.5 FEET NORTHWEST OF TENTH GUARD RAIL POST AND 36.2 EB3891'FEET SOUTH-SOUTHEAST OF SOUTH END OF WINGWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2654 *********************************************************************** EB2654 DESIGNATION - LINABES EB2654 PID - EB2654 EB2654 STATE/COUNTY- NC/ROBESON EB2654 USGS QUAD - FAIRMONT (1962) EB2654 EB2654 *CURRENT SURVEY CONTROL EB2654 ___________________________________________________________________ EB2654* NAD 83(1986)- 34 26 31.67140(N) 079 06 43.95376(W) ADJUSTED EB2654* NAVD 88 - 30.14 (+/-2cm) 98.9 (feet) VERTCON EB2654 ___________________________________________________________________ EB2654 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EB2654 GEOID HEIGHT- -33.58 (meters) GEOID03 EB2654 EB2654 HORZ ORDER - SECOND EB2654 VERT ORDER - THIRD ? (See Below) EB2654 EB2654.The North Carolina HARNS have been completed but, EB2654.due to contractual restrictions, coordinates for these stations EB2654.will NOT be published in the near future. In the interim, the EB2654.published coordinates in North Carolina will not be EB2654.consistent with the Continuously Operating Reference Stations EB2654.(CORS). The HARN coordinates for these stations are available EB2654.upon request. Contact Gary Thompson(919-733-3836). EB2654. EB2654.In addition, the published North Carolina positions EB2654.(NAD 83 (1986)) are NOT consistent with those determined in EB2654.adjacent state readjustments. The discontinuity between stations EB2654.located in North Carolina and those in adjacent states EB2654.which have been adjusted to the HARN may be as much as 5 EB2654.decimeters. This will result in a significant loss of accuracy EB2654.over lines crossing such state borders. EB2654 EB2654 EB2654.The horizontal coordinates were established by classical geodetic methods EB2654.and adjusted by the National Geodetic Survey in July 1986. EB2654 EB2654.The NAVD 88 height was computed by applying the VERTCON shift value to EB2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2654.The vertical order pertains to the NGVD 29 superseded value. EB2654 EB2654.The Laplace correction was computed from DEFLEC99 derived deflections. EB2654 EB2654.The geoid height was determined by GEOID03. EB2654 EB2654; North East Units Scale Factor Converg. EB2654;SPC NC - 76,786.000 599,289.092 MT 0.99997164 -0 03 53.2 EB2654;SPC NC - 251,922.07 1,966,167.63 sFT 0.99997164 -0 03 53.2 EB2654;SPC SC - 290,895.612 783,064.675 MT 0.99988446 +1 02 47.7 EB2654;SPC SC - 954,381.93 2,569,109.83 iFT 0.99988446 +1 02 47.7 EB2654;UTM 17 - 3,812,796.656 673,436.369 MT 0.99997078 +1 04 04.6 EB2654 EB2654! - Elev Factor x Scale Factor = Combined Factor EB2654!SPC NC - 1.00000054 x 0.99997164 = 0.99997218 EB2654!SPC SC - 1.00000054 x 0.99988446 = 0.99988500 EB2654!UTM 17 - 1.00000054 x 0.99997078 = 0.99997132 EB2654 EB2654: Primary Azimuth Mark Grid Az EB2654:SPC NC - POST 181 49 04.7 EB2654:SPC SC - POST 180 42 23.8 EB2654:UTM 17 - POST 180 41 06.9 EB2654 EB2654|---------------------------------------------------------------------| EB2654| PID Reference Object Distance Geod. Az | EB2654| dddmmss.s | EB2654| EB2657 POST APPROX. 0.8 KM 1814511.5 | EB2654|---------------------------------------------------------------------| EB2654 EB2654 SUPERSEDED SURVEY CONTROL EB2654 EB2654 NAD 27 - 34 26 31.07974(N) 079 06 44.82874(W) AD( ) 2 EB2654 NGVD 29 (07/19/86) 30.45 (m) 99.9 (f) LEVELING 3 EB2654 EB2654.Superseded values are not recommended for survey control. EB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2654.See file dsdata.txt to determine how the superseded data were derived. EB2654 EB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7343612797(NAD 83) EB2654_MARKER: DE = TRAVERSE STATION DISK EB2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2654_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2654+STABILITY: SURFACE MOTION EB2654 EB2654 HISTORY - Date Condition Report By EB2654 HISTORY - 1966 MONUMENTED NCGS EB2654 HISTORY - 19890530 MARK NOT FOUND NCGS EB2654 EB2654 STATION DESCRIPTION EB2654 EB2654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2654'LINABES IS A N.C. GEODETIC SURVEY TRAVERSE STATION EB2654'ESTABLISHED IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2654' EB2654'LINABES IS 3.7 MILES SOUTH OF INTERSECTION OF NC 130 AND NC EB2654'41 IN FAIRMONT AND 3.1 MILES NORTH OF INTERSECTION OF NC 130 EB2654'AND NC 904 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2654'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT SOUTH ALONG NC EB2654'41 FOR 3.6 MILES TO SR 2452 INTERSECTION, CONTINUE ON NC 41 FOR EB2654'0.3 MILES TO THE STATION ON THE LEFT. EB2654' EB2654'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2654'LINABES 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2654'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2654' EB2654'MARK IS EB2654' EB2654'7.2 FT E OF EDGE OF PAVEMENT OF NC 41 EB2654' EB2654'19.2 FT E OF C/L OF NC 41 EB2654' EB2654'44.1 FT SW OF 4 IN X 4 IN WEST POST OF SIGN BOARD WITH EB2654'ALUMINUM REF. TAG EB2654' EB2654'188.9 FT NNW OF 2 FOOT SQUARE BRICK COLUMN AT NW CORNER OF EB2654'WHITE PAINTED BUILDING EB2654' EB2654'13.9 FT W OF TOP OF 4 FOOT CUT EB2654' EB2654'34.4 FT W OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG IN YARD EB2654'OF BRICK HOME OF MRS. O.E. LEWIS EB2654' EB2654'118.3 FT NNW OF 14 INCH PINE WITH ALUMINUM REF. TAG EB2654' EB2654'138.4 FT NNW OF SPANISH OAK WITH ALUMINUM REF. TAG EB2654 EB2654 STATION RECOVERY (1989) EB2654 EB2654'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2654'STATION WAS SEARCHED FOR BUT NOT FOUND. REFERENCES ARE IN CONFLICT. AN EB2654'EDM DISTANCE WAS READ AND SOME CONCRETE WAS FOUND ABOUT 15 INCHES EB2654'BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2597 *********************************************************************** EB2597 DESIGNATION - LINDA EB2597 PID - EB2597 EB2597 STATE/COUNTY- NC/ROBESON EB2597 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2597 EB2597 *CURRENT SURVEY CONTROL EB2597 ___________________________________________________________________ EB2597* NAD 83(1986)- 34 34 20.26144(N) 079 00 52.75829(W) ADJUSTED EB2597* NAVD 88 - 38.8 (meters) 127. (feet) VERTCON EB2597 ___________________________________________________________________ EB2597 LAPLACE CORR- -5.16 (seconds) DEFLEC99 EB2597 GEOID HEIGHT- -33.93 (meters) GEOID03 EB2597 EB2597 HORZ ORDER - SECOND EB2597 EB2597.The North Carolina HARNS have been completed but, EB2597.due to contractual restrictions, coordinates for these stations EB2597.will NOT be published in the near future. In the interim, the EB2597.published coordinates in North Carolina will not be EB2597.consistent with the Continuously Operating Reference Stations EB2597.(CORS). The HARN coordinates for these stations are available EB2597.upon request. Contact Gary Thompson(919-733-3836). EB2597. EB2597.In addition, the published North Carolina positions EB2597.(NAD 83 (1986)) are NOT consistent with those determined in EB2597.adjacent state readjustments. The discontinuity between stations EB2597.located in North Carolina and those in adjacent states EB2597.which have been adjusted to the HARN may be as much as 5 EB2597.decimeters. This will result in a significant loss of accuracy EB2597.over lines crossing such state borders. EB2597 EB2597 EB2597.The horizontal coordinates were established by classical geodetic methods EB2597.and adjusted by the National Geodetic Survey in July 1986. EB2597 EB2597.The NAVD 88 height was computed by applying the VERTCON shift value to EB2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2597 EB2597.The Laplace correction was computed from DEFLEC99 derived deflections. EB2597 EB2597.The geoid height was determined by GEOID03. EB2597 EB2597; North East Units Scale Factor Converg. EB2597;SPC NC - 91,218.932 608,256.538 MT 0.99994239 -0 00 30.5 EB2597;SPC NC - 299,274.11 1,995,588.33 sFT 0.99994239 -0 00 30.5 EB2597;UTM 17 - 3,827,404.716 682,116.708 MT 1.00000882 +1 07 36.8 EB2597 EB2597! - Elev Factor x Scale Factor = Combined Factor EB2597!SPC NC - 0.99999923 x 0.99994239 = 0.99994162 EB2597!UTM 17 - 0.99999923 x 1.00000882 = 1.00000805 EB2597 EB2597: Primary Azimuth Mark Grid Az EB2597:SPC NC - LOT 113 36 09.8 EB2597:UTM 17 - LOT 112 28 02.5 EB2597 EB2597|---------------------------------------------------------------------| EB2597| PID Reference Object Distance Geod. Az | EB2597| dddmmss.s | EB2597| EB1660 LOT APPROX. 0.9 KM 1133539.3 | EB2597|---------------------------------------------------------------------| EB2597 EB2597 SUPERSEDED SURVEY CONTROL EB2597 EB2597 NAD 27 - 34 34 19.66657(N) 079 00 53.63620(W) AD( ) 2 EB2597 NGVD 29 (07/19/86) 39.1 (m) 128. (f) VERT ANG EB2597 EB2597.Superseded values are not recommended for survey control. EB2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2597.See file dsdata.txt to determine how the superseded data were derived. EB2597 EB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8211727405(NAD 83) EB2597_MARKER: DE = TRAVERSE STATION DISK EB2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2597_STAMPING: LINDA 1965 EB2597_MARK LOGO: NCGS EB2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2597+STABILITY: SURFACE MOTION EB2597 EB2597 HISTORY - Date Condition Report By EB2597 HISTORY - 1965 MONUMENTED NCGS EB2597 HISTORY - 1971 MARK NOT FOUND USGS EB2597 HISTORY - 19950808 MARK NOT FOUND USPSQD EB2597 EB2597 STATION DESCRIPTION EB2597 EB2597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2597'LINDA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2597'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2597' EB2597'LINDA IS 3.4 MILES S OF LUMBERTON. LOCATED 2.55 MILES WNW EB2597'ALONG SR 2207 FROM INTERSECTION OF SR 2207 AND U.S. 74. 1.0 EB2597'MILE WNW OF SR 2207 AND SR 2215. 0.5 MILES ESE OF INTERSECTION EB2597'OF SR 2207 AND SR 2204. ON S SIDE OF SR 2207. AND IN SW EB2597'CORNER OF YARD OF ONE STORY HOUSE. EB2597' EB2597'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB2597'LINDA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2597'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2597' EB2597'MARK IS EB2597' EB2597'30.7 FT SW OF CHAIN BALL WITH ALUMINUM REF. TAG EB2597' EB2597'57.0 FT S OF SE CORNER OF HOUSE EB2597' EB2597'37.0 FT SE OF TREE WITH ALUMINUM REF. TAG EB2597' EB2597'12.5 FT S OF C/L OF SR 2207 EB2597' EB2597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2597 EB2597 STATION RECOVERY (1971) EB2597 EB2597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2597'STATION WAS SEARCHED FOR AND NOT FOUND. DESCRIPTION NOT EB2597'ADEQUATE TO PINPOINT ITS LOCATION AND IT MAY STILL EB2597'EXIST. MILEAGE APPEARS TO BE INCORRECT. EB2597 EB2597 STATION RECOVERY (1995) EB2597 EB2597'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2597'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2520 *********************************************************************** EB2520 DESIGNATION - LINN EB2520 PID - EB2520 EB2520 STATE/COUNTY- NC/ROBESON EB2520 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2520 EB2520 *CURRENT SURVEY CONTROL EB2520 ___________________________________________________________________ EB2520* NAD 83(1986)- 34 38 38.15544(N) 078 59 31.48069(W) ADJUSTED EB2520* NAVD 88 - 41.2 (meters) 135. (feet) VERTCON EB2520 ___________________________________________________________________ EB2520 LAPLACE CORR- -5.27 (seconds) DEFLEC99 EB2520 GEOID HEIGHT- -33.95 (meters) GEOID03 EB2520 EB2520 HORZ ORDER - SECOND EB2520 EB2520.The North Carolina HARNS have been completed but, EB2520.due to contractual restrictions, coordinates for these stations EB2520.will NOT be published in the near future. In the interim, the EB2520.published coordinates in North Carolina will not be EB2520.consistent with the Continuously Operating Reference Stations EB2520.(CORS). The HARN coordinates for these stations are available EB2520.upon request. Contact Gary Thompson(919-733-3836). EB2520. EB2520.In addition, the published North Carolina positions EB2520.(NAD 83 (1986)) are NOT consistent with those determined in EB2520.adjacent state readjustments. The discontinuity between stations EB2520.located in North Carolina and those in adjacent states EB2520.which have been adjusted to the HARN may be as much as 5 EB2520.decimeters. This will result in a significant loss of accuracy EB2520.over lines crossing such state borders. EB2520 EB2520 EB2520.The horizontal coordinates were established by classical geodetic methods EB2520.and adjusted by the National Geodetic Survey in July 1986. EB2520 EB2520.The NAVD 88 height was computed by applying the VERTCON shift value to EB2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2520 EB2520.The Laplace correction was computed from DEFLEC99 derived deflections. EB2520 EB2520.The geoid height was determined by GEOID03. EB2520 EB2520; North East Units Scale Factor Converg. EB2520;SPC NC - 99,165.309 610,327.474 MT 0.99992846 +0 00 16.5 EB2520;SPC NC - 325,344.85 2,002,382.72 sFT 0.99992846 +0 00 16.5 EB2520;UTM 17 - 3,835,391.220 684,029.807 MT 1.00001744 +1 08 30.4 EB2520 EB2520! - Elev Factor x Scale Factor = Combined Factor EB2520!SPC NC - 0.99999886 x 0.99992846 = 0.99992732 EB2520!UTM 17 - 0.99999886 x 1.00001744 = 1.00001630 EB2520 EB2520: Primary Azimuth Mark Grid Az EB2520:SPC NC - LAWSON 087 36 41.9 EB2520:UTM 17 - LAWSON 086 28 28.0 EB2520 EB2520|---------------------------------------------------------------------| EB2520| PID Reference Object Distance Geod. Az | EB2520| dddmmss.s | EB2520| EB2519 LAWSON APPROX. 1.2 KM 0873658.4 | EB2520|---------------------------------------------------------------------| EB2520 EB2520 SUPERSEDED SURVEY CONTROL EB2520 EB2520 NAD 27 - 34 38 37.56541(N) 078 59 32.36165(W) AD( ) 2 EB2520 NGVD 29 (07/19/86) 41.5 (m) 136. (f) VERT ANG EB2520 EB2520.Superseded values are not recommended for survey control. EB2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2520.See file dsdata.txt to determine how the superseded data were derived. EB2520 EB2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8403035391(NAD 83) EB2520_MARKER: DE = TRAVERSE STATION DISK EB2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2520_STAMPING: LINN 1965 EB2520_MARK LOGO: NCGS EB2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2520+STABILITY: SURFACE MOTION EB2520 EB2520 HISTORY - Date Condition Report By EB2520 HISTORY - 1965 MONUMENTED NCGS EB2520 EB2520 STATION DESCRIPTION EB2520 EB2520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2520'LINN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2520'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2520' EB2520'LINN IS 1.9 MILES N OF LUMBERTON. LOCATED 0.05 MILES E ALONG EB2520'SR 1948 FROM U.S. 301 BUS.. 1.2 MILES W OF SR EB2520'1945. APPROXIMATELY 300 FT S OF LUMBERTON HIGH SCHOOL. ON S SIDE EB2520'OF SR 1948. IN NW CORNER OF YARD. AND 75 FT W OF DRIVEWAY. EB2520' EB2520'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2520'LINN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2520'IS FLUSH WITH THE SURFACE OF THE GROUND. EB2520' EB2520'MARK IS EB2520' EB2520'13.0 FT N OF 26 INCH PECAN WITH ALUMINUM REF. TAG. EB2520' EB2520'29.1 FT NW OF NW CORNER OF HOUSE EB2520' EB2520'69.8 FT SW OF C/L OF W END OF TILE CULVERT UNDER DRIVEWAY. EB2520' EB2520'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3894 *********************************************************************** EB3894 DESIGNATION - LITTLE EB3894 PID - EB3894 EB3894 STATE/COUNTY- NC/ROBESON EB3894 USGS QUAD - RED SPRINGS (1974) EB3894 EB3894 *CURRENT SURVEY CONTROL EB3894 ___________________________________________________________________ EB3894* NAD 83(1986)- 34 49 31.81467(N) 079 10 50.40283(W) ADJUSTED EB3894* NAVD 88 - 55.3 (meters) 181. (feet) VERTCON EB3894 ___________________________________________________________________ EB3894 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3894 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3894 EB3894 HORZ ORDER - SECOND EB3894 EB3894.The North Carolina HARNS have been completed but, EB3894.due to contractual restrictions, coordinates for these stations EB3894.will NOT be published in the near future. In the interim, the EB3894.published coordinates in North Carolina will not be EB3894.consistent with the Continuously Operating Reference Stations EB3894.(CORS). The HARN coordinates for these stations are available EB3894.upon request. Contact Gary Thompson(919-733-3836). EB3894. EB3894.In addition, the published North Carolina positions EB3894.(NAD 83 (1986)) are NOT consistent with those determined in EB3894.adjacent state readjustments. The discontinuity between stations EB3894.located in North Carolina and those in adjacent states EB3894.which have been adjusted to the HARN may be as much as 5 EB3894.decimeters. This will result in a significant loss of accuracy EB3894.over lines crossing such state borders. EB3894 EB3894 EB3894.The horizontal coordinates were established by classical geodetic methods EB3894.and adjusted by the National Geodetic Survey in April 1991. EB3894 EB3894.The NAVD 88 height was computed by applying the VERTCON shift value to EB3894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3894 EB3894.The Laplace correction was computed from DEFLEC99 derived deflections. EB3894 EB3894.The geoid height was determined by GEOID03. EB3894 EB3894; North East Units Scale Factor Converg. EB3894;SPC NC - 119,321.398 593,075.143 MT 0.99990009 -0 06 15.4 EB3894;SPC NC - 391,473.62 1,945,780.70 sFT 0.99990009 -0 06 15.4 EB3894;UTM 17 - 3,855,201.236 666,378.576 MT 0.99994119 +1 02 21.2 EB3894 EB3894! - Elev Factor x Scale Factor = Combined Factor EB3894!SPC NC - 0.99999650 x 0.99990009 = 0.99989659 EB3894!UTM 17 - 0.99999650 x 0.99994119 = 0.99993769 EB3894 EB3894 SUPERSEDED SURVEY CONTROL EB3894 EB3894 NGVD 29 (04/22/91) 55.5 (m) 182. (f) VERT ANG EB3894 EB3894.Superseded values are not recommended for survey control. EB3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3894.See file dsdata.txt to determine how the superseded data were derived. EB3894 EB3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6637955201(NAD 83) EB3894_MARKER: DE = TRAVERSE STATION DISK EB3894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3894_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3894_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3894+STABILITY: SURFACE MOTION EB3894 EB3894 HISTORY - Date Condition Report By EB3894 HISTORY - 1977 MONUMENTED NCGS EB3894 HISTORY - 19960427 GOOD USPSQD EB3894 EB3894 STATION DESCRIPTION EB3894 EB3894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3894'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE NORTH OF RED SPRINGS EB3894'AND 2.9 MILES SOUTHWEST OF SHANNON. EB3894' EB3894'THE STATION IS LOCATED AT THE NORTHERN JUNCTION OF NC 71 WITH NC 211 EB3894'ON WEST SIDE THE INTERSTATE, 5 FEET NORTH OF PROLONGATION OF NC 71 EB3894'CENTERLINE. EB3894' EB3894'STATION MARK IS A STANDARD DISK STAMPED---LITTLE 1977---SET IN THE EB3894'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3894'SURFACE. THE MARK IS 22.9 FEET WEST OF CENTERLINE OF NC 211, 24.3 FEET EB3894'WEST-SOUTHWEST OF INTERSECTION OF CENTERLINES, 46.7 FEET NORTHWEST OF EB3894'A SIGN POST IN SOUTHERNMOST ISLAND WITH REFERENCE TAG, 73.7 FEET EB3894'SOUTHWEST OF A STOP SIGN POST IN NORTHERNMOST ISLAND WITH REFERENCE TA EB3894'AND 7.5 FEET SOUTHEAST OF HIGHWAY SIGN POST WITH REFERENCE TAG. EB3894 EB3894 STATION RECOVERY (1996) EB3894 EB3894'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3894'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3895 *********************************************************************** EB3895 DESIGNATION - LITTLEFIELD EB3895 PID - EB3895 EB3895 STATE/COUNTY- NC/ROBESON EB3895 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3895 EB3895 *CURRENT SURVEY CONTROL EB3895 ___________________________________________________________________ EB3895* NAD 83(1986)- 34 38 45.12646(N) 078 54 54.25103(W) ADJUSTED EB3895* NAVD 88 - 44.1 (meters) 145. (feet) VERTCON EB3895 ___________________________________________________________________ EB3895 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3895 GEOID HEIGHT- -34.19 (meters) GEOID03 EB3895 EB3895 HORZ ORDER - SECOND EB3895 EB3895.The North Carolina HARNS have been completed but, EB3895.due to contractual restrictions, coordinates for these stations EB3895.will NOT be published in the near future. In the interim, the EB3895.published coordinates in North Carolina will not be EB3895.consistent with the Continuously Operating Reference Stations EB3895.(CORS). The HARN coordinates for these stations are available EB3895.upon request. Contact Gary Thompson(919-733-3836). EB3895. EB3895.In addition, the published North Carolina positions EB3895.(NAD 83 (1986)) are NOT consistent with those determined in EB3895.adjacent state readjustments. The discontinuity between stations EB3895.located in North Carolina and those in adjacent states EB3895.which have been adjusted to the HARN may be as much as 5 EB3895.decimeters. This will result in a significant loss of accuracy EB3895.over lines crossing such state borders. EB3895 EB3895 EB3895.The horizontal coordinates were established by classical geodetic methods EB3895.and adjusted by the National Geodetic Survey in April 1991. EB3895 EB3895.The NAVD 88 height was computed by applying the VERTCON shift value to EB3895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3895 EB3895.The Laplace correction was computed from DEFLEC99 derived deflections. EB3895 EB3895.The geoid height was determined by GEOID03. EB3895 EB3895; North East Units Scale Factor Converg. EB3895;SPC NC - 99,383.408 617,387.043 MT 0.99992811 +0 02 56.5 EB3895;SPC NC - 326,060.40 2,025,543.99 sFT 0.99992811 +0 02 56.5 EB3895;UTM 17 - 3,835,749.386 691,084.401 MT 1.00005006 +1 11 08.3 EB3895 EB3895! - Elev Factor x Scale Factor = Combined Factor EB3895!SPC NC - 0.99999844 x 0.99992811 = 0.99992655 EB3895!UTM 17 - 0.99999844 x 1.00005006 = 1.00004850 EB3895 EB3895 SUPERSEDED SURVEY CONTROL EB3895 EB3895 NGVD 29 (04/22/91) 44.4 (m) 146. (f) VERT ANG EB3895 EB3895.Superseded values are not recommended for survey control. EB3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3895.See file dsdata.txt to determine how the superseded data were derived. EB3895 EB3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9108435749(NAD 83) EB3895_MARKER: DE = TRAVERSE STATION DISK EB3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3895_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3895_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3895+STABILITY: SURFACE MOTION EB3895 EB3895 HISTORY - Date Condition Report By EB3895 HISTORY - 1977 MONUMENTED NCGS EB3895 EB3895 STATION DESCRIPTION EB3895 EB3895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3895'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES EAST-NORTHEAST OF EB3895'LUMBERTON AND 11.6 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3895' EB3895'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3895'PROCEED EAST ALONG NC 41 FOR 4.55 MILES TO STATION IN LEFT SHOULDER IN EB3895'SOUTHEAST CORNER OF INTERSECTION ACROSS NC 41 FROM LITTLEFIELD SCHOOL EB3895'BUILDING. EB3895' EB3895'STATION MARK IS A STANDARD DISK STAMPED---LITTLEFIELD 1977---SET IN EB3895'THE TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3895'SURFACE. THE MARK IS 29.3 FEET NORTHEAST OF CENTERLINE OF NC 41, 75.3 EB3895'FEET SOUTHEAST OF SOUTH CORNER OF TRAFFIC ISLAND, 46.1 FEET EB3895'WEST-SOUTHWEST OF A 20 INCH OAK WITH REFERENCE TAG, 80.5 FEET SOUTH OF EB3895'NORTH CORNER OF A TRAFFIC ISLAND, 92.4 FEET NORTHEAST OF A 12 INCH EB3895'PINE WITH REFERENCE TAG AND 43.7 FEET WEST OF THE EAST END OF A EB3895'CULVERT UNDER DRIVE TO A HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3896 *********************************************************************** EB3896 DESIGNATION - LOADER EB3896 PID - EB3896 EB3896 STATE/COUNTY- NC/ROBESON EB3896 USGS QUAD - JOHNS (1971) EB3896 EB3896 *CURRENT SURVEY CONTROL EB3896 ___________________________________________________________________ EB3896* NAD 83(1986)- 34 37 43.80296(N) 079 25 38.41032(W) ADJUSTED EB3896* NAVD 88 - 48.8 (meters) 160. (feet) VERTCON EB3896 ___________________________________________________________________ EB3896 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3896 GEOID HEIGHT- -32.54 (meters) GEOID03 EB3896 EB3896 HORZ ORDER - SECOND EB3896 EB3896.The North Carolina HARNS have been completed but, EB3896.due to contractual restrictions, coordinates for these stations EB3896.will NOT be published in the near future. In the interim, the EB3896.published coordinates in North Carolina will not be EB3896.consistent with the Continuously Operating Reference Stations EB3896.(CORS). The HARN coordinates for these stations are available EB3896.upon request. Contact Gary Thompson(919-733-3836). EB3896. EB3896.In addition, the published North Carolina positions EB3896.(NAD 83 (1986)) are NOT consistent with those determined in EB3896.adjacent state readjustments. The discontinuity between stations EB3896.located in North Carolina and those in adjacent states EB3896.which have been adjusted to the HARN may be as much as 5 EB3896.decimeters. This will result in a significant loss of accuracy EB3896.over lines crossing such state borders. EB3896 EB3896 EB3896.The horizontal coordinates were established by classical geodetic methods EB3896.and adjusted by the National Geodetic Survey in April 1991. EB3896 EB3896.The NAVD 88 height was computed by applying the VERTCON shift value to EB3896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3896 EB3896.The Laplace correction was computed from DEFLEC99 derived deflections. EB3896 EB3896.The geoid height was determined by GEOID03. EB3896 EB3896; North East Units Scale Factor Converg. EB3896;SPC NC - 97,574.865 570,417.960 MT 0.99993127 -0 14 47.9 EB3896;SPC NC - 320,126.87 1,871,446.26 sFT 0.99993127 -0 14 47.9 EB3896;SPC SC - 311,117.906 753,795.737 MT 0.99993374 +0 52 18.8 EB3896;SPC SC - 1,020,728.04 2,473,083.13 iFT 0.99993374 +0 52 18.8 EB3896;UTM 17 - 3,833,007.885 644,159.638 MT 0.99985615 +0 53 37.8 EB3896 EB3896! - Elev Factor x Scale Factor = Combined Factor EB3896!SPC NC - 0.99999746 x 0.99993127 = 0.99992873 EB3896!SPC SC - 0.99999746 x 0.99993374 = 0.99993120 EB3896!UTM 17 - 0.99999746 x 0.99985615 = 0.99985361 EB3896 EB3896 SUPERSEDED SURVEY CONTROL EB3896 EB3896 NGVD 29 (04/22/91) 49.0 (m) 161. (f) VERT ANG EB3896 EB3896.Superseded values are not recommended for survey control. EB3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3896.See file dsdata.txt to determine how the superseded data were derived. EB3896 EB3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4416033008(NAD 83) EB3896_MARKER: DE = TRAVERSE STATION DISK EB3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3896_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3896_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3896+STABILITY: SURFACE MOTION EB3896 EB3896 HISTORY - Date Condition Report By EB3896 HISTORY - 1977 MONUMENTED NCGS EB3896 EB3896 STATION DESCRIPTION EB3896 EB3896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3896'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES SOUTH-SOUTHWEST OF EB3896'MAXTON AND 8.7 MILES NORTHWEST OF PLAINVIEW. EB3896' EB3896'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3896'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 3.15 MILES TO STATION ON EB3896'LEFT IN SOUTHWEST CORNER OF YARD OF A RESIDENCE WITH A ROW OF FIVE EB3896'LIVE OAKS DIRECTLY IN FRONT AND 0.45 MILE NORTHEAST OF SR 1101 EB3896'CROSSROAD. EB3896' EB3896'STATION MARK IS A STANDARD DISK STAMPED---LOADER 1977---SET IN THE EB3896'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3896'THE MARK IS 65.1 FEET SOUTHEAST OF CENTERLINE OF NC 83, 21.9 FEET EB3896'SOUTHEAST OF A 30 INCH OAK WITH REFERENCE TAG, 80.6 FEET SOUTHWEST OF EB3896'A 14 INCH OAK WITH REFERENCE TAG, 45.5 FEET EAST OF NORTHEAST CORNER EB3896'POST OF A LOADING RAMP WITH REFERENCE TAG, 16.2 FEET NORTHWEST OF EB3896'SOUTHWEST CORNER OF A PACK BARN AND 88.2 FEET SOUTHWEST OF NORTHWEST EB3896'CORNER OF HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3897 *********************************************************************** EB3897 DESIGNATION - LOCKEY EB3897 PID - EB3897 EB3897 STATE/COUNTY- NC/ROBESON EB3897 USGS QUAD - JOHNS (1971) EB3897 EB3897 *CURRENT SURVEY CONTROL EB3897 ___________________________________________________________________ EB3897* NAD 83(1986)- 34 40 41.40404(N) 079 23 17.50901(W) ADJUSTED EB3897* NAVD 88 - 53.9 (meters) 177. (feet) VERTCON EB3897 ___________________________________________________________________ EB3897 LAPLACE CORR- -4.00 (seconds) DEFLEC99 EB3897 GEOID HEIGHT- -32.60 (meters) GEOID03 EB3897 EB3897 HORZ ORDER - SECOND EB3897 EB3897.The North Carolina HARNS have been completed but, EB3897.due to contractual restrictions, coordinates for these stations EB3897.will NOT be published in the near future. In the interim, the EB3897.published coordinates in North Carolina will not be EB3897.consistent with the Continuously Operating Reference Stations EB3897.(CORS). The HARN coordinates for these stations are available EB3897.upon request. Contact Gary Thompson(919-733-3836). EB3897. EB3897.In addition, the published North Carolina positions EB3897.(NAD 83 (1986)) are NOT consistent with those determined in EB3897.adjacent state readjustments. The discontinuity between stations EB3897.located in North Carolina and those in adjacent states EB3897.which have been adjusted to the HARN may be as much as 5 EB3897.decimeters. This will result in a significant loss of accuracy EB3897.over lines crossing such state borders. EB3897 EB3897 EB3897.The horizontal coordinates were established by classical geodetic methods EB3897.and adjusted by the National Geodetic Survey in April 1991. EB3897 EB3897.The NAVD 88 height was computed by applying the VERTCON shift value to EB3897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3897 EB3897.The Laplace correction was computed from DEFLEC99 derived deflections. EB3897 EB3897.The geoid height was determined by GEOID03. EB3897 EB3897; North East Units Scale Factor Converg. EB3897;SPC NC - 103,032.470 574,028.093 MT 0.99992235 -0 13 26.6 EB3897;SPC NC - 338,032.36 1,883,290.50 sFT 0.99992235 -0 13 26.6 EB3897;UTM 17 - 3,838,535.933 647,660.165 MT 0.99986874 +0 55 02.0 EB3897 EB3897! - Elev Factor x Scale Factor = Combined Factor EB3897!SPC NC - 0.99999666 x 0.99992235 = 0.99991901 EB3897!UTM 17 - 0.99999666 x 0.99986874 = 0.99986540 EB3897 EB3897 SUPERSEDED SURVEY CONTROL EB3897 EB3897 NGVD 29 (04/22/91) 54.2 (m) 178. (f) VERT ANG EB3897 EB3897.Superseded values are not recommended for survey control. EB3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3897.See file dsdata.txt to determine how the superseded data were derived. EB3897 EB3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4766038536(NAD 83) EB3897_MARKER: DE = TRAVERSE STATION DISK EB3897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3897_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3897_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3897+STABILITY: SURFACE MOTION EB3897 EB3897 HISTORY - Date Condition Report By EB3897 HISTORY - 1977 MONUMENTED NCGS EB3897 HISTORY - 1988 GOOD USPSQD EB3897 EB3897 STATION DESCRIPTION EB3897 EB3897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3897'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES SOUTH-SOUTHWEST OF EB3897'MAXTON AND 3.6 MILES NORTHWEST OF RAEMON. EB3897' EB3897'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3897'MAXTON, PROCEED NORTHEAST ALONG NC 83 FOR 1.0 MILES TO STATION ON LEFT EB3897'AT WOODS ROAD WHERE POWER LINE CROSSES HIGHWAY AND 0.5 MILE SOUTHWEST EB3897'OF SR 1107 CROSSROAD. EB3897' EB3897'STATION MARK IS A STANDARD DISK STAMPED---LOCKEY 1977---SET IN THE EB3897'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3897'SURFACE. THE MARK IS 43.2 FEET NORTHWEST OF CENTERLINE OF NC 83, 27.5 EB3897'FEET SOUTHWEST OF CENTERLINE OF WOODS ROAD, 17.3 FEET SOUTH OF A 10 EB3897'INCH GUM WITH REFERENCE TAG AND 27.8 FEET EAST OF A 10 INCH OAK WITH EB3897'REFERENCE TAG. EB3897 EB3897 STATION RECOVERY (1988) EB3897 EB3897'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3897'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3898 *********************************************************************** EB3898 DESIGNATION - LOCKLEAR EB3898 PID - EB3898 EB3898 STATE/COUNTY- NC/ROBESON EB3898 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3898 EB3898 *CURRENT SURVEY CONTROL EB3898 ___________________________________________________________________ EB3898* NAD 83(1986)- 34 44 42.55765(N) 079 06 54.89406(W) ADJUSTED EB3898* NAVD 88 - 53.6 (meters) 176. (feet) VERTCON EB3898 ___________________________________________________________________ EB3898 LAPLACE CORR- -5.85 (seconds) DEFLEC99 EB3898 GEOID HEIGHT- -33.32 (meters) GEOID03 EB3898 EB3898 HORZ ORDER - SECOND EB3898 EB3898.The North Carolina HARNS have been completed but, EB3898.due to contractual restrictions, coordinates for these stations EB3898.will NOT be published in the near future. In the interim, the EB3898.published coordinates in North Carolina will not be EB3898.consistent with the Continuously Operating Reference Stations EB3898.(CORS). The HARN coordinates for these stations are available EB3898.upon request. Contact Gary Thompson(919-733-3836). EB3898. EB3898.In addition, the published North Carolina positions EB3898.(NAD 83 (1986)) are NOT consistent with those determined in EB3898.adjacent state readjustments. The discontinuity between stations EB3898.located in North Carolina and those in adjacent states EB3898.which have been adjusted to the HARN may be as much as 5 EB3898.decimeters. This will result in a significant loss of accuracy EB3898.over lines crossing such state borders. EB3898 EB3898 EB3898.The horizontal coordinates were established by classical geodetic methods EB3898.and adjusted by the National Geodetic Survey in April 1991. EB3898 EB3898.The NAVD 88 height was computed by applying the VERTCON shift value to EB3898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3898 EB3898.The Laplace correction was computed from DEFLEC99 derived deflections. EB3898 EB3898.The geoid height was determined by GEOID03. EB3898 EB3898; North East Units Scale Factor Converg. EB3898;SPC NC - 110,399.658 599,048.832 MT 0.99991142 -0 03 59.5 EB3898;SPC NC - 362,202.88 1,965,379.38 sFT 0.99991142 -0 03 59.5 EB3898;UTM 17 - 3,846,399.926 672,529.225 MT 0.99996689 +1 04 28.0 EB3898 EB3898! - Elev Factor x Scale Factor = Combined Factor EB3898!SPC NC - 0.99999682 x 0.99991142 = 0.99990824 EB3898!UTM 17 - 0.99999682 x 0.99996689 = 0.99996371 EB3898 EB3898 SUPERSEDED SURVEY CONTROL EB3898 EB3898 NGVD 29 (04/22/91) 53.9 (m) 177. (f) VERT ANG EB3898 EB3898.Superseded values are not recommended for survey control. EB3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3898.See file dsdata.txt to determine how the superseded data were derived. EB3898 EB3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7252946400(NAD 83) EB3898_MARKER: DE = TRAVERSE STATION DISK EB3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3898_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3898_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3898+STABILITY: SURFACE MOTION EB3898 EB3898 HISTORY - Date Condition Report By EB3898 HISTORY - 1977 MONUMENTED NCGS EB3898 EB3898 STATION DESCRIPTION EB3898 EB3898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3898'THE STATION IS LOCATED APPROXIMATELY 10.4 MILES NORTHWEST OF LUMBERTON EB3898'AND 6.1 MILES SOUTHEAST OF RED SPRINGS. EB3898' EB3898'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH STREET IN EB3898'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 6.3 MILES TO SR 1318 EB3898'AND STATION IN RIGHT SHOULDER ON SOUTH SIDE OF CROSSROAD ACROSS THE EB3898'HIGHWAY FROM LOCKLEARS STORE. EB3898' EB3898'STATION MARK IS A STANDARD DISK STAMPED---LOCKLEAR 1977---SET IN THE EB3898'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3898'SURFACE. THE MARK IS 20.2 FEET SOUTHWEST OF CENTERLINE OF NC 211, 59.1 EB3898'FEET SOUTH-SOUTHEAST OF NORTHEAST CORNER OF SOUTH TRAFFIC ISLAND, 87.6 EB3898'FEET SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF ROADS, 35.1 FEET EB3898'EAST OF A TELEPHONE JUNCTION BOX, 100.4 FEET WEST OF SOUTHWESTERNMOST EB3898'CORNER OF LOCKLEAR GROCERY AND 110.1 FEET SOUTH-SOUTHWEST OF A 12 INCH EB3898'TWIN GUM WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3899 *********************************************************************** EB3899 DESIGNATION - LOCUST EB3899 PID - EB3899 EB3899 STATE/COUNTY- NC/ROBESON EB3899 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3899 EB3899 *CURRENT SURVEY CONTROL EB3899 ___________________________________________________________________ EB3899* NAD 83(1986)- 34 38 42.20592(N) 078 55 50.19586(W) ADJUSTED EB3899* NAVD 88 - 45.8 (meters) 150. (feet) VERTCON EB3899 ___________________________________________________________________ EB3899 LAPLACE CORR- -4.29 (seconds) DEFLEC99 EB3899 GEOID HEIGHT- -34.14 (meters) GEOID03 EB3899 EB3899 HORZ ORDER - SECOND EB3899 EB3899.The North Carolina HARNS have been completed but, EB3899.due to contractual restrictions, coordinates for these stations EB3899.will NOT be published in the near future. In the interim, the EB3899.published coordinates in North Carolina will not be EB3899.consistent with the Continuously Operating Reference Stations EB3899.(CORS). The HARN coordinates for these stations are available EB3899.upon request. Contact Gary Thompson(919-733-3836). EB3899. EB3899.In addition, the published North Carolina positions EB3899.(NAD 83 (1986)) are NOT consistent with those determined in EB3899.adjacent state readjustments. The discontinuity between stations EB3899.located in North Carolina and those in adjacent states EB3899.which have been adjusted to the HARN may be as much as 5 EB3899.decimeters. This will result in a significant loss of accuracy EB3899.over lines crossing such state borders. EB3899 EB3899 EB3899.The horizontal coordinates were established by classical geodetic methods EB3899.and adjusted by the National Geodetic Survey in April 1991. EB3899 EB3899.The NAVD 88 height was computed by applying the VERTCON shift value to EB3899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3899 EB3899.The Laplace correction was computed from DEFLEC99 derived deflections. EB3899 EB3899.The geoid height was determined by GEOID03. EB3899 EB3899; North East Units Scale Factor Converg. EB3899;SPC NC - 99,292.310 615,962.484 MT 0.99992826 +0 02 24.2 EB3899;SPC NC - 325,761.52 2,020,870.25 sFT 0.99992826 +0 02 24.2 EB3899;UTM 17 - 3,835,630.033 689,661.762 MT 1.00004339 +1 10 36.4 EB3899 EB3899! - Elev Factor x Scale Factor = Combined Factor EB3899!SPC NC - 0.99999818 x 0.99992826 = 0.99992644 EB3899!UTM 17 - 0.99999818 x 1.00004339 = 1.00004157 EB3899 EB3899 SUPERSEDED SURVEY CONTROL EB3899 EB3899 NGVD 29 (04/22/91) 46.1 (m) 151. (f) VERT ANG EB3899 EB3899.Superseded values are not recommended for survey control. EB3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3899.See file dsdata.txt to determine how the superseded data were derived. EB3899 EB3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8966235630(NAD 83) EB3899_MARKER: DE = TRAVERSE STATION DISK EB3899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3899_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3899_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3899+STABILITY: SURFACE MOTION EB3899 EB3899 HISTORY - Date Condition Report By EB3899 HISTORY - 1977 MONUMENTED NCGS EB3899 EB3899 STATION DESCRIPTION EB3899 EB3899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3899'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF LUMBERTON EB3899'AND 11.3 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3899' EB3899'TO REACH STATION FROM THE NC 211 - NC 41 CROSSROADS IN LUMBERTON, EB3899'PROCEED EAST ALONG NC 41 FOR 3.65 MILES TO STATION IN LEFT SHOULDER AT EB3899'A DRIVEWAY LEADING TO UNION BAPTIST CHURCH. EB3899' EB3899'STATION MARK IS A STANDARD DISK STAMPED---LOCUST 1977---SET IN THE EB3899'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3899'SURFACE. THE MARK IS 25.0 FEET NORTH OF CENTERLINE OF NC 41, 145.9 EB3899'FEET WEST-NORTHWEST OF CENTERLINE INTERSECTION OF NC 41 WITH SR 1955, EB3899'7.8 FEET SOUTH-SOUTHWEST OF WEST END OF CULVERT UNDER DRAWER, 13.5 EB3899'FEET WEST OF CENTERLINE OF DIRT DRIVE TO UNION BAPTIST CHURCH, 9.9 EB3899'FEET SOUTH OF METAL UNION BAPTIST CHURCH POST AND 70.8 FEET EB3899'NORTHWEST OF A 24 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2499 *********************************************************************** EB2499 DESIGNATION - LONG BRANCH RESET EB2499 PID - EB2499 EB2499 STATE/COUNTY- NC/ROBESON EB2499 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2499 EB2499 *CURRENT SURVEY CONTROL EB2499 ___________________________________________________________________ EB2499* NAD 83(1986)- 34 33 07.45336(N) 078 58 02.44368(W) ADJUSTED EB2499* NAVD 88 - 37.0 (meters) 121. (feet) VERTCON EB2499 ___________________________________________________________________ EB2499 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EB2499 GEOID HEIGHT- -34.07 (meters) GEOID03 EB2499 EB2499 HORZ ORDER - FIRST EB2499 EB2499.The North Carolina HARNS have been completed but, EB2499.due to contractual restrictions, coordinates for these stations EB2499.will NOT be published in the near future. In the interim, the EB2499.published coordinates in North Carolina will not be EB2499.consistent with the Continuously Operating Reference Stations EB2499.(CORS). The HARN coordinates for these stations are available EB2499.upon request. Contact Gary Thompson(919-733-3836). EB2499. EB2499.In addition, the published North Carolina positions EB2499.(NAD 83 (1986)) are NOT consistent with those determined in EB2499.adjacent state readjustments. The discontinuity between stations EB2499.located in North Carolina and those in adjacent states EB2499.which have been adjusted to the HARN may be as much as 5 EB2499.decimeters. This will result in a significant loss of accuracy EB2499.over lines crossing such state borders. EB2499 EB2499 EB2499.The horizontal coordinates were established by classical geodetic methods EB2499.and adjusted by the National Geodetic Survey in July 1986. EB2499 EB2499.The NAVD 88 height was computed by applying the VERTCON shift value to EB2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2499 EB2499.The Laplace correction was computed from DEFLEC99 derived deflections. EB2499 EB2499.The geoid height was determined by GEOID03. EB2499 EB2499; North East Units Scale Factor Converg. EB2499;SPC NC - 88,975.898 612,598.186 MT 0.99994660 +0 01 07.9 EB2499;SPC NC - 291,915.09 2,009,832.55 sFT 0.99994660 +0 01 07.9 EB2499;UTM 17 - 3,825,247.949 686,502.254 MT 1.00002874 +1 09 11.4 EB2499 EB2499! - Elev Factor x Scale Factor = Combined Factor EB2499!SPC NC - 0.99999954 x 0.99994660 = 0.99994614 EB2499!UTM 17 - 0.99999954 x 1.00002874 = 1.00002828 EB2499 EB2499: Primary Azimuth Mark Grid Az EB2499:SPC NC - LONG BRANCH RM 2 AZIMUTH 317 24 05.3 EB2499:UTM 17 - LONG BRANCH RM 2 AZIMUTH 316 16 01.8 EB2499 EB2499|---------------------------------------------------------------------| EB2499| PID Reference Object Distance Geod. Az | EB2499| dddmmss.s | EB2499| EB3418 LONG BRANCH RM 1 44.806 METERS 08415 | EB2499| EB2477 BLADENBORO COTTON MILL TANK APPROX.14.9 KM 0924820.1 | EB2499| EB2476 BLADENBORO COTTON MILL STACK APPROX.15.2 KM 0932322.1 | EB2499| EB2500 LONG BRANCH RM 2 AZIMUTH 404.312 METERS 3172513.2 | EB2499| EB3419 LONG BRANCH RM 3 32219 | EB2499| EB3420 LONG BRANCH RM 4 19.248 METERS 33653 | EB2499|---------------------------------------------------------------------| EB2499 EB2499 SUPERSEDED SURVEY CONTROL EB2499 EB2499 NAD 27 - 34 33 06.85600(N) 078 58 03.32760(W) AD( ) 1 EB2499 NGVD 29 (07/19/86) 37.3 (m) 122. (f) VERT ANG EB2499 EB2499.Superseded values are not recommended for survey control. EB2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2499.See file dsdata.txt to determine how the superseded data were derived. EB2499 EB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8650225248(NAD 83) EB2499_MARKER: DS = TRIANGULATION STATION DISK EB2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2499_STAMPING: LONG BRANCH 1933 EB2499_MARK LOGO: CGS EB2499 EB2499 HISTORY - Date Condition Report By EB2499 HISTORY - 1933 MONUMENTED CGS EB2499 HISTORY - 1955 SEE DESCRIPTION CGS EB2499 HISTORY - 1956 POOR USGS EB2499 HISTORY - 1965 SEE DESCRIPTION NCGS EB2499 HISTORY - 1965 GOOD CGS EB2499 EB2499 STATION DESCRIPTION EB2499 EB2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2499'ABOUT 7 MILES SOUTHEAST OF LUMBERTON AND 9 MILES NORTHEAST OF EB2499'FAIRMONT, IN YARD OF LONG BRANCH BAPTIST CHURCH. TO REACH EB2499'FROM COURTHOUSE IN LUMBERTON, GO SOUTHEAST 6.55 MILES ON EB2499'NORTH CAROLINA ROUTE 20 (UNITED STATES ROUTE 74) DIRECT TO EB2499'STATION SITE. STATION IS IN NORTHWEST CORNER OF CHURCHYARD, JUST EB2499'NORTHWEST OF SMALL CEMETERY, 74.5 FEET NORTH-NORTHWEST OF EB2499'ZORA WILSONS TOMBSTONE, 68 FEET SOUTH-SOUTHWEST OF CENTER LINE EB2499'OF HIGHWAY, 128 FEET NORTH OF NORTHWEST CORNER OF CHURCH, AND EB2499'6 FEET EAST OF PROLONGATION OF WEST SIDE OF CHURCH. SURFACE EB2499'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN EB2499'CONCRETE. UPPER MARK PROJECTS 6 EB2499'INCHES. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN EB2499'CONCRETE. EB2499'REFERENCE MARK NO. 1 IS 31.5 FEET NORTH-NORTHEAST EB2499'OF CENTER LINE OF HIGHWAY, 5 FEET SOUTHEAST OF SOUTHEAST EB2499'CORNER OF SMALL WHITE BUILDING ACROSS HIGHWAY FROM CEMETERY, EB2499'AND 147.00 FEET (SLOPE) FROM STATION. EB2499'REFERENCE MARK NO. 2 IS 28 FEET EAST OF CENTER LINE OF HIGHWAY, EB2499'50 FEET SOUTHEAST OF TOBACCO BARN, ABOUT 110 FEET NORTHWEST OF EB2499'NORTHWEST END OF CURVE IN HIGHWAY, AND APPROXIMATELY 0.25 MILE EB2499'FROM STATION. EB2499'REFERENCE MARK NO. 3 IS IN NORTHWEST CORNER OF CHURCHYARD, 35 FEET EB2499'SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, AND 124.69 FEET EB2499'(SLOPE) FROM STATION N 37 DEG 41 MIN W. EB2499 EB2499 STATION RECOVERY (1955) EB2499 EB2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS) EB2499'THE STATION WAS RECOVERED. THE STATION SURFACE MARK HAD BEEN EB2499'DESTROYED, HOWEVER THE UNDERGROUND MARK WAS RECOVERED IN EB2499'GOOD CONDITION. A NEW SURFACE MARK WAS SET. REFERENCE EB2499'MARK NO. 1 AND NO. 2 WERE FOUND TO BE IN GOOD CONDITION. EB2499'REFERENCE MARK NO. 3 HAS BEEN DESTROYED. A COMPLETE NEW EB2499'DESCRIPTION FOLLOWS. EB2499' EB2499'THE STATION IS ABOUT 9 MILES NORTHEAST OF FAIRMONT AND 7 MILES EB2499'SOUTHEAST OF LUMBERTON IN A CULTIVATED FIELD WHICH IS NEAR A EB2499'CEMETERY. THE STATION IS ON PROPERTY OWNED BY MR. A.P. STEPHENS, EB2499'1407 E. 5TH STREET LUMBERTON. STATION IS 74.5 FEET EB2499'NORTH-NORTHWEST OF ZONA WILSONS HEADSTONE, 68 FEET EB2499'SOUTH-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 74 AND EB2499'44.2 FEET NORTHWEST OF A POWERLINE POLE. THE MARK IS EB2499'UNDERGROUND ABOUT 14 INCHES AND IS STAMPED---LONG BRANCH 1933---. EB2499' EB2499'REFERENCE MARK NO. 1 IS 39.6 FEET SOUTH OF A POWERLINE POLE, EB2499'31.5 FEET NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY AND 147 EB2499'FEET EAST OF THE STATION. THE MARK IS FLUSH AND THE DISK IS EB2499'STAMPED---LONG BRANCH NO 1 1933---. EB2499' EB2499'REFERENCE MARK NO. 2 (AZI) IS 0.25 MILE NORTH-NORTHWEST OF THE EB2499'STATION, 350 FEET SOUTH OF A SERVICE STATION, 45.2 FEET EB2499'SOUTHWEST OF A POWERLINE POLE AND 31.3 FEET EAST OF THE CENTER EB2499'OF U.S. HIGHWAY 74. THE MARK PROJECTS 8 INCHES AND THE DISK EB2499'IS STAMPED---LONG BRANCH NO 2 1933---. EB2499' EB2499'TO REACH THE STATION FROM THE COURTHOUSE IN LUMBERTON, GO EB2499'SOUTHEAST ON U.S. HIGHWAY 74 FOR 6.55 MILES TO A SMALL EB2499'CEMETERY ON RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED. EB2499 EB2499 STATION RECOVERY (1956) EB2499 EB2499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 EB2499'TRIANGULATION MARKER AND R.M. NO. 3 WERE PULLED OUT OF THE EB2499'FIELD. THEY WERE FOUND LYING ALONG SIDE OF ROAD. R.M. NO. 1 EB2499'AND R.M. NO. 2 HAVE NOT BEEN DISTURBED. EB2499 EB2499 STATION RECOVERY (1965) EB2499 EB2499'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF) EB2499'LONG BRANCH SURFACE MARK DESTROYED. UNDERGROUND MARK OK EB2499' EB2499'RM 1 GOOD. EB2499' EB2499'RM 2 AZ. MARK GOOD. EB2499' EB2499'RM 3 DESTROYED EB2499' EB2499'NOTE--IN 1966 RM 2 (AZ. MARK) DESTROYED BY HIGHWAY PARTY. NCGS EB2499'STATION JOY COULD BE USED AS AZIMUTH, BUT ONLY FROM TOWER AT EB2499'LONG BRANCH. EB2499 EB2499 STATION RECOVERY (1965) EB2499 EB2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS) EB2499'STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION, EB2499'RM 3 WAS REPORTED DESTROYED PRIOR TO 1955. RM 4 WAS ESTABLISHED. EB2499' EB2499'STATION MARK IS A STANDARD DISK SET IN A EB2499'CONCRETE MONUMENT THAT IS 15 INCHES BELOW THE GROUND, IN A EB2499'CULTIVATED FIELD 0.2 MILE SOUTHEAST OF THE LONG BRANCH EB2499'BAPTIST CHURCH. IT IS 74.5 FEET NORTHWEST OF THE TALL EB2499'WHITE ORNATE TOMBSTONE OF ZORA WILSON, 68 FEET SOUTH OF THE EB2499'CENTER OF U.S. HIGHWAY 74 AND 44.2 FEET NORTHWEST OF A EB2499'POWER POLE IN THE CULTIVATED FIELD. EB2499' EB2499'RM 1 PROJECTS ABOUT 1 INCH, IS 39.6 FEET SOUTH OF A EB2499'POWER POLE, 32 FEET NORTH OF THE CENTER OF U.S. 74 AND 1 FOOT NORTH EB2499'OF A DEEP DITCH PARALLEL TO THE HIGHWAY. EB2499' EB2499'RM 2 (AZIMUTH MARK) PROJECTS ABOUT 1 INCH, IS EB2499'300 FEET NORTHEAST OF LONG BRANCH BAPTIST CHURCH, 150 FEET EB2499'NORTHEAST OF THE RECTORY, 45.2 FEET SOUTHWEST OF A POWER EB2499'POLE IN CULTIVATED FIELD, 31 FEET EAST OF THE CENTER OF EB2499'U.S. 74 AND 4 FEET EAST OF THE DRAINAGE DITCH ALONG THE HIGHWAY. EB2499' EB2499'RM 4 IS A STANDARD DISK SET AT THE INTERSECTION OF EB2499'U.S. 74 AND A SIDE ROAD LEADING WEST, STAMPED---LONG BRANCH EB2499'NO 4 1933---AND SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS EB2499'1 INCH. IT IS 52 FEET SOUTHEAST OF THE EASTERN END OF A TRAFFIC EB2499'DIVIDER IN THE SIDE ROAD, 39 FEET SOUTH OF THE CENTER OF EB2499'U.S. 74 AND 4 FEET NORTHWEST OF THE EDGE OF THE CULTIVATED EB2499'FIELD. EB2499' EB2499'TO REACH THE STATION FROM THE COURTHOUSE IN LUMBERTON, GO EB2499'SOUTHEAST ON U.S. HIGHWAY 74 FOR 6.5 MILES TO A SIDE ROAD, A EB2499'SMALL WALLED-IN CEMETERY AND THE STATION ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2500 *********************************************************************** EB2500 DESIGNATION - LONG BRANCH RM 2 AZIMUTH EB2500 PID - EB2500 EB2500 STATE/COUNTY- NC/ROBESON EB2500 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2500 EB2500 *CURRENT SURVEY CONTROL EB2500 ___________________________________________________________________ EB2500* NAD 83(1986)- 34 33 17.11456(N) 078 58 13.17400(W) ADJUSTED EB2500* NAVD 88 - 35.8 (meters) 117. (feet) VERTCON EB2500 ___________________________________________________________________ EB2500 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EB2500 GEOID HEIGHT- -34.06 (meters) GEOID03 EB2500 EB2500 HORZ ORDER - SECOND EB2500 EB2500.The North Carolina HARNS have been completed but, EB2500.due to contractual restrictions, coordinates for these stations EB2500.will NOT be published in the near future. In the interim, the EB2500.published coordinates in North Carolina will not be EB2500.consistent with the Continuously Operating Reference Stations EB2500.(CORS). The HARN coordinates for these stations are available EB2500.upon request. Contact Gary Thompson(919-733-3836). EB2500. EB2500.In addition, the published North Carolina positions EB2500.(NAD 83 (1986)) are NOT consistent with those determined in EB2500.adjacent state readjustments. The discontinuity between stations EB2500.located in North Carolina and those in adjacent states EB2500.which have been adjusted to the HARN may be as much as 5 EB2500.decimeters. This will result in a significant loss of accuracy EB2500.over lines crossing such state borders. EB2500 EB2500 EB2500.The horizontal coordinates were established by classical geodetic methods EB2500.and adjusted by the National Geodetic Survey in July 1986. EB2500 EB2500.The NAVD 88 height was computed by applying the VERTCON shift value to EB2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2500 EB2500.The Laplace correction was computed from DEFLEC99 derived deflections. EB2500 EB2500.The geoid height was determined by GEOID03. EB2500 EB2500; North East Units Scale Factor Converg. EB2500;SPC NC - 89,273.501 612,324.539 MT 0.99994604 +0 01 01.7 EB2500;SPC NC - 292,891.48 2,008,934.76 sFT 0.99994604 +0 01 01.7 EB2500;UTM 17 - 3,825,540.101 686,222.746 MT 1.00002746 +1 09 05.6 EB2500 EB2500! - Elev Factor x Scale Factor = Combined Factor EB2500!SPC NC - 0.99999973 x 0.99994604 = 0.99994577 EB2500!UTM 17 - 0.99999973 x 1.00002746 = 1.00002719 EB2500 EB2500: Primary Azimuth Mark Grid Az EB2500:SPC NC - LONG BRANCH RESET 137 24 05.4 EB2500:UTM 17 - LONG BRANCH RESET 136 16 01.5 EB2500 EB2500|---------------------------------------------------------------------| EB2500| PID Reference Object Distance Geod. Az | EB2500| dddmmss.s | EB2500| EB2499 LONG BRANCH RESET 404.312 METERS 1372507.1 | EB2500|---------------------------------------------------------------------| EB2500 EB2500 SUPERSEDED SURVEY CONTROL EB2500 EB2500 NAD 27 - 34 33 16.51754(N) 078 58 14.05746(W) AD( ) 2 EB2500 NGVD 29 (07/19/86) 36.1 (m) 118. (f) VERT ANG EB2500 EB2500.Superseded values are not recommended for survey control. EB2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2500.See file dsdata.txt to determine how the superseded data were derived. EB2500 EB2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8622325540(NAD 83) EB2500_MARKER: DS = TRIANGULATION STATION DISK EB2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2500_STAMPING: LONG BRANCH NO 2 1933 EB2500_MARK LOGO: CGS EB2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2500+STABILITY: SURFACE MOTION EB2500 EB2500 HISTORY - Date Condition Report By EB2500 HISTORY - 1933 MONUMENTED CGS EB2500 EB2500 STATION DESCRIPTION EB2500 EB2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB2500'STATION LONG BRANCH IS IN A CULTIVATED FIELD 0.2 MILE EB2500'SOUTHEAST OF THE LONG BRANCH BAPTIST CHURCH. EB2500' EB2500'TO REACH STATION LONG BRANCH FROM THE COURTHOUSE IN LUMBERTON, GO EB2500'SOUTHEAST ON U.S. HIGHWAY 74 FOR 6.5 MILES TO A SIDE ROAD, A EB2500'SMALL WALLED-IN CEMETERY AND THE MARK ON THE RIGHT. EB2500' EB2500'THE STATION MARK PROJECTS ABOUT 1 INCH, IS EB2500'300 FEET NORTHEAST OF LONG BRANCH BAPTIST CHURCH, 150 FEET EB2500'NORTHEAST OF THE RECTORY, 45.2 FEET SOUTHWEST OF A POWER EB2500'POLE IN CULTIVATED FIELD, 31 FEET EAST OF THE CENTER OF EB2500'U.S. 74 AND 4 FEET EAST OF THE DRAINAGE DITCH ALONG THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3900 *********************************************************************** EB3900 DESIGNATION - LOOKOUT EB3900 PID - EB3900 EB3900 STATE/COUNTY- NC/ROBESON EB3900 USGS QUAD - MAXTON (1982) EB3900 EB3900 *CURRENT SURVEY CONTROL EB3900 ___________________________________________________________________ EB3900* NAD 83(1986)- 34 42 21.47545(N) 079 21 08.67256(W) ADJUSTED EB3900* NAVD 88 - 58.9 (meters) 193. (feet) VERTCON EB3900 ___________________________________________________________________ EB3900 LAPLACE CORR- -3.94 (seconds) DEFLEC99 EB3900 GEOID HEIGHT- -32.67 (meters) GEOID03 EB3900 EB3900 HORZ ORDER - SECOND EB3900 EB3900.The North Carolina HARNS have been completed but, EB3900.due to contractual restrictions, coordinates for these stations EB3900.will NOT be published in the near future. In the interim, the EB3900.published coordinates in North Carolina will not be EB3900.consistent with the Continuously Operating Reference Stations EB3900.(CORS). The HARN coordinates for these stations are available EB3900.upon request. Contact Gary Thompson(919-733-3836). EB3900. EB3900.In addition, the published North Carolina positions EB3900.(NAD 83 (1986)) are NOT consistent with those determined in EB3900.adjacent state readjustments. The discontinuity between stations EB3900.located in North Carolina and those in adjacent states EB3900.which have been adjusted to the HARN may be as much as 5 EB3900.decimeters. This will result in a significant loss of accuracy EB3900.over lines crossing such state borders. EB3900 EB3900 EB3900.The horizontal coordinates were established by classical geodetic methods EB3900.and adjusted by the National Geodetic Survey in April 1991. EB3900 EB3900.The NAVD 88 height was computed by applying the VERTCON shift value to EB3900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3900 EB3900.The Laplace correction was computed from DEFLEC99 derived deflections. EB3900 EB3900.The geoid height was determined by GEOID03. EB3900 EB3900; North East Units Scale Factor Converg. EB3900;SPC NC - 106,103.697 577,318.514 MT 0.99991765 -0 12 12.2 EB3900;SPC NC - 348,108.55 1,894,085.82 sFT 0.99991765 -0 12 12.2 EB3900;UTM 17 - 3,841,671.957 650,888.604 MT 0.99988062 +0 56 17.7 EB3900 EB3900! - Elev Factor x Scale Factor = Combined Factor EB3900!SPC NC - 0.99999588 x 0.99991765 = 0.99991353 EB3900!UTM 17 - 0.99999588 x 0.99988062 = 0.99987650 EB3900 EB3900 SUPERSEDED SURVEY CONTROL EB3900 EB3900 NGVD 29 (04/22/91) 59.2 (m) 194. (f) VERT ANG EB3900 EB3900.Superseded values are not recommended for survey control. EB3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3900.See file dsdata.txt to determine how the superseded data were derived. EB3900 EB3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5088941672(NAD 83) EB3900_MARKER: DE = TRAVERSE STATION DISK EB3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3900_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3900_STAMPING: LOOKOUT 1977 EB3900_MARK LOGO: NCGS EB3900_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3900+STABILITY: SURFACE MOTION EB3900 EB3900 HISTORY - Date Condition Report By EB3900 HISTORY - 1977 MONUMENTED NCGS EB3900 HISTORY - 1988 GOOD USPSQD EB3900 EB3900 STATION DESCRIPTION EB3900 EB3900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3900'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF MAXTON AND EB3900'4.8 MILES NORTH OF RAEMON. EB3900' EB3900'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 IN MAXTON, EB3900'PROCEED SOUTHERLY ALONG NC 130 FOR 2.15 MILES TO STATION ON LEFT EB3900'BESIDE A PINE TREE ON THE SITE WHERE THE MAXTON LOOKOUT TOWER ONCE EB3900'STOOD AND 0.55 MILE NORTH OF SR 1189. EB3900' EB3900'STATION MARK IS A STANDARD DISK STAMPED---LOOKOUT 1977---SET IN THE EB3900'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3900'THE MARK IS 37.4 FEET EAST OF CENTERLINE OF NC 130, 5.9 FEET NORTH OF EB3900'A 14 INCH PINE WITH REFERENCE TAG, 67.4 FEET WEST-SOUTHWEST OF A 10 EB3900'INCH HICKORY WITH REFERENCE TAG, 64.0 FEET SOUTHWEST OF A 12 INCH OAK EB3900'WITH REFERENCE TAG AND 134.3 FEET SOUTHWEST OF SOUTHWEST CONCRETE EB3900'FOOTING FOR REMOVED TOWER. EB3900 EB3900 STATION RECOVERY (1988) EB3900 EB3900'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3900'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3902 *********************************************************************** EB3902 DESIGNATION - LOST EB3902 PID - EB3902 EB3902 STATE/COUNTY- NC/ROBESON EB3902 USGS QUAD - DILLON EAST (1982) EB3902 EB3902 *CURRENT SURVEY CONTROL EB3902 ___________________________________________________________________ EB3902* NAD 83(1986)- 34 29 36.50628(N) 079 15 12.79358(W) ADJUSTED EB3902* NAVD 88 - 41.0 (meters) 135. (feet) VERTCON EB3902 ___________________________________________________________________ EB3902 LAPLACE CORR- -4.27 (seconds) DEFLEC99 EB3902 GEOID HEIGHT- -33.17 (meters) GEOID03 EB3902 EB3902 HORZ ORDER - SECOND EB3902 EB3902.The North Carolina HARNS have been completed but, EB3902.due to contractual restrictions, coordinates for these stations EB3902.will NOT be published in the near future. In the interim, the EB3902.published coordinates in North Carolina will not be EB3902.consistent with the Continuously Operating Reference Stations EB3902.(CORS). The HARN coordinates for these stations are available EB3902.upon request. Contact Gary Thompson(919-733-3836). EB3902. EB3902.In addition, the published North Carolina positions EB3902.(NAD 83 (1986)) are NOT consistent with those determined in EB3902.adjacent state readjustments. The discontinuity between stations EB3902.located in North Carolina and those in adjacent states EB3902.which have been adjusted to the HARN may be as much as 5 EB3902.decimeters. This will result in a significant loss of accuracy EB3902.over lines crossing such state borders. EB3902 EB3902 EB3902.The horizontal coordinates were established by classical geodetic methods EB3902.and adjusted by the National Geodetic Survey in April 1991. EB3902 EB3902.The NAVD 88 height was computed by applying the VERTCON shift value to EB3902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3902 EB3902.The Laplace correction was computed from DEFLEC99 derived deflections. EB3902 EB3902.The geoid height was determined by GEOID03. EB3902 EB3902; North East Units Scale Factor Converg. EB3902;SPC NC - 82,505.241 586,314.000 MT 0.99995950 -0 08 46.8 EB3902;SPC NC - 270,685.94 1,923,598.51 sFT 0.99995950 -0 08 46.8 EB3902;SPC SC - 296,361.341 769,981.923 MT 0.99989695 +0 58 05.6 EB3902;SPC SC - 972,314.11 2,526,187.41 iFT 0.99989695 +0 58 05.6 EB3902;UTM 17 - 3,818,257.832 660,350.903 MT 0.99991694 +0 59 21.3 EB3902 EB3902! - Elev Factor x Scale Factor = Combined Factor EB3902!SPC NC - 0.99999877 x 0.99995950 = 0.99995827 EB3902!SPC SC - 0.99999877 x 0.99989695 = 0.99989572 EB3902!UTM 17 - 0.99999877 x 0.99991694 = 0.99991571 EB3902 EB3902 SUPERSEDED SURVEY CONTROL EB3902 EB3902 NGVD 29 (04/22/91) 41.3 (m) 135. (f) VERT ANG EB3902 EB3902.Superseded values are not recommended for survey control. EB3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3902.See file dsdata.txt to determine how the superseded data were derived. EB3902 EB3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6035118258(NAD 83) EB3902_MARKER: DE = TRAVERSE STATION DISK EB3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3902_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3902_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3902+STABILITY: SURFACE MOTION EB3902 EB3902 HISTORY - Date Condition Report By EB3902 HISTORY - 1977 MONUMENTED NCGS EB3902 EB3902 STATION DESCRIPTION EB3902 EB3902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3902'THE STATION IS LOCATED APPROXIMATELY 7.8 MILES SOUTHWEST OF FAIRMONT EB3902'AND 3.7 MILES SOUTHEAST OF ROWLAND. EB3902' EB3902'TO REACH STATION FROM NC 130 OVERPASS OF I 95 SOUTHEAST OF ROWLAND, EB3902'PROCEED SOUTHEAST ALONG NC 130 FOR 2.5 MILES TO STATION IN RIGHT EB3902'SHOULDER APPROXIMATELY 150 FEET NORTHWEST OF A SMALL STREAM UNDER NC EB3902'130 AND 0.15 MILE NORTHWEST OF INTERSECTION AT CENTENARY CHURCH. EB3902' EB3902'STATION MARK IS A STANDARD DISK STAMPED---LOST 1977---SET IN TOP OF EB3902'CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS 20.2 EB3902'FEET SOUTHWEST OF CENTERLINE OF NC 130, 114.7 FEET WEST-NORTHWEST OF EB3902'TELEPHONE PEDESTAL, 143.5 FEET NORTHWEST OF WEST END OF CULVERT UNDER EB3902'HIGHWAY, 34.8 FEET NORTH-NORTHEAST OF 8 INCH POPOLAR WITH REFERENCE EB3902'TAG AND 80.5 FEET NORTHWEST OF 10 INCH MAPLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1660 *********************************************************************** EB1660 DESIGNATION - LOT EB1660 PID - EB1660 EB1660 STATE/COUNTY- NC/ROBESON EB1660 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1660 EB1660 *CURRENT SURVEY CONTROL EB1660 ___________________________________________________________________ EB1660* NAD 83(1986)- 34 34 08.16782(N) 079 00 19.28921(W) ADJUSTED EB1660* NAVD 88 - 37.723 (meters) 123.76 (feet) ADJUSTED EB1660 ___________________________________________________________________ EB1660 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB1660 GEOID HEIGHT- -33.96 (meters) GEOID03 EB1660 DYNAMIC HT - 37.686 (meters) 123.64 (feet) COMP EB1660 MODELED GRAV- 979,657.1 (mgal) NAVD 88 EB1660 EB1660 HORZ ORDER - SECOND EB1660 VERT ORDER - SECOND CLASS I EB1660 EB1660.The North Carolina HARNS have been completed but, EB1660.due to contractual restrictions, coordinates for these stations EB1660.will NOT be published in the near future. In the interim, the EB1660.published coordinates in North Carolina will not be EB1660.consistent with the Continuously Operating Reference Stations EB1660.(CORS). The HARN coordinates for these stations are available EB1660.upon request. Contact Gary Thompson(919-733-3836). EB1660. EB1660.In addition, the published North Carolina positions EB1660.(NAD 83 (1986)) are NOT consistent with those determined in EB1660.adjacent state readjustments. The discontinuity between stations EB1660.located in North Carolina and those in adjacent states EB1660.which have been adjusted to the HARN may be as much as 5 EB1660.decimeters. This will result in a significant loss of accuracy EB1660.over lines crossing such state borders. EB1660 EB1660 EB1660.The horizontal coordinates were established by classical geodetic methods EB1660.and adjusted by the National Geodetic Survey in July 1986. EB1660 EB1660.The orthometric height was determined by differential leveling EB1660.and adjusted by the National Geodetic Survey in June 1991. EB1660 EB1660.The Laplace correction was computed from DEFLEC99 derived deflections. EB1660 EB1660.The geoid height was determined by GEOID03. EB1660 EB1660.The dynamic height is computed by dividing the NAVD 88 EB1660.geopotential number by the normal gravity value computed on the EB1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1660.degrees latitude (g = 980.6199 gals.). EB1660 EB1660.The modeled gravity was interpolated from observed gravity values. EB1660 EB1660; North East Units Scale Factor Converg. EB1660;SPC NC - 90,846.206 609,109.564 MT 0.99994308 -0 00 11.1 EB1660;SPC NC - 298,051.26 1,998,386.96 sFT 0.99994308 -0 00 11.1 EB1660;UTM 17 - 3,827,048.940 682,977.010 MT 1.00001269 +1 07 55.4 EB1660 EB1660! - Elev Factor x Scale Factor = Combined Factor EB1660!SPC NC - 0.99999941 x 0.99994308 = 0.99994249 EB1660!UTM 17 - 0.99999941 x 1.00001269 = 1.00001210 EB1660 EB1660: Primary Azimuth Mark Grid Az EB1660:SPC NC - CROSS 130 47 06.5 EB1660:UTM 17 - CROSS 129 39 00.0 EB1660 EB1660|---------------------------------------------------------------------| EB1660| PID Reference Object Distance Geod. Az | EB1660| dddmmss.s | EB1660| EB2594 CROSS 456.774 METERS 1304655.4 | EB1660|---------------------------------------------------------------------| EB1660 EB1660 SUPERSEDED SURVEY CONTROL EB1660 EB1660 NAD 27 - 34 34 07.57250(N) 079 00 20.16824(W) AD( ) 2 EB1660 NGVD 29 (10/06/93) 37.995 (m) 124.66 (f) ADJUSTED 2 1 EB1660 EB1660.Superseded values are not recommended for survey control. EB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1660.See file dsdata.txt to determine how the superseded data were derived. EB1660 EB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8297727049(NAD 83) EB1660_MARKER: DE = TRAVERSE STATION DISK EB1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1660_SP_SET: CONCRETE POST EB1660_STAMPING: LOT 1965 EB1660_MARK LOGO: NCGS EB1660_PROJECTION: RECESSED 15 CENTIMETERS EB1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1660+STABILITY: SURFACE MOTION EB1660 EB1660 HISTORY - Date Condition Report By EB1660 HISTORY - 1965 MONUMENTED NCGS EB1660 HISTORY - 1978 GOOD NCGS EB1660 EB1660 STATION DESCRIPTION EB1660 EB1660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB1660'LOT IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN EB1660'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB1660' EB1660'LOT IS 3.6 MILES S OF LUMBERTON. LOCATED 1.95 MILES WNW ALONG EB1660'SR 2207 FROM INTERSECTION OF U.S. 74 AND SR 2207. 0.4 MILES EB1660'WNW OF INTERSECTION OF SR 2207 AND SR 2215. 1.2 MILES ESE EB1660'OF INTERSECTION OF SR 2207 AND SR 2204. AND ON S SHOULDER OF EB1660'SR 2207. EB1660' EB1660'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB1660'LOT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB1660'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB1660' EB1660'MARK IS EB1660' EB1660'13.4 FT S OF C/L OF SR 2207 EB1660' EB1660'27.7 FT N OF PP WITH ALUMINUM REF. TAG EB1660' EB1660'8.5 FT N OF FENCE POST WITH ALUMINUM REF. TAG EB1660' EB1660'29.3 FT NE OF TP 19 EB1660' EB1660'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB1660 EB1660 STATION RECOVERY (1978) EB1660 EB1660'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1660'3.7 MI SOUTH FROM LUMBERTON. EB1660'3.7 MILES SOUTH ALONG ELM STREET AND SR 2289 FROM THE COURTHOUSE EB1660'IN LUMBERTON, TO CROSSROAD, THENCE 0.25 MILE NORTHWEST ALONG EB1660'SR 2207, IN SOUTH SHOULDER OF ROAD AND 0.1 MILE NORTHWEST OF SAND EB1660'HILLS CHURCH, 13.4 FEET SOUTH OF CENTERLINE OF ROAD, 27.7 FEET EB1660'NORTH OF POWER POLE WITH REFERENCE TAG AND 29.3 FEET NORTHEAST EB1660'OF TELEPHONE PEDESTAL 19. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2501 *********************************************************************** EB2501 DESIGNATION - LOVETTE EB2501 PID - EB2501 EB2501 STATE/COUNTY- NC/ROBESON EB2501 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2501 EB2501 *CURRENT SURVEY CONTROL EB2501 ___________________________________________________________________ EB2501* NAD 83(1986)- 34 34 41.75839(N) 078 59 03.67877(W) ADJUSTED EB2501* NAVD 88 - 33.3 (meters) 109. (feet) VERTCON EB2501 ___________________________________________________________________ EB2501 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EB2501 GEOID HEIGHT- -34.03 (meters) GEOID03 EB2501 EB2501 HORZ ORDER - SECOND EB2501 EB2501.The North Carolina HARNS have been completed but, EB2501.due to contractual restrictions, coordinates for these stations EB2501.will NOT be published in the near future. In the interim, the EB2501.published coordinates in North Carolina will not be EB2501.consistent with the Continuously Operating Reference Stations EB2501.(CORS). The HARN coordinates for these stations are available EB2501.upon request. Contact Gary Thompson(919-733-3836). EB2501. EB2501.In addition, the published North Carolina positions EB2501.(NAD 83 (1986)) are NOT consistent with those determined in EB2501.adjacent state readjustments. The discontinuity between stations EB2501.located in North Carolina and those in adjacent states EB2501.which have been adjusted to the HARN may be as much as 5 EB2501.decimeters. This will result in a significant loss of accuracy EB2501.over lines crossing such state borders. EB2501 EB2501 EB2501.The horizontal coordinates were established by classical geodetic methods EB2501.and adjusted by the National Geodetic Survey in July 1986. EB2501 EB2501.The NAVD 88 height was computed by applying the VERTCON shift value to EB2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2501 EB2501.The Laplace correction was computed from DEFLEC99 derived deflections. EB2501 EB2501.The geoid height was determined by GEOID03. EB2501 EB2501; North East Units Scale Factor Converg. EB2501;SPC NC - 91,881.329 611,036.608 MT 0.99994117 +0 00 32.5 EB2501;SPC NC - 301,447.33 2,004,709.27 sFT 0.99994117 +0 00 32.5 EB2501;UTM 17 - 3,828,122.118 684,883.311 MT 1.00002133 +1 08 39.4 EB2501 EB2501! - Elev Factor x Scale Factor = Combined Factor EB2501!SPC NC - 1.00000011 x 0.99994117 = 0.99994128 EB2501!UTM 17 - 1.00000011 x 1.00002133 = 1.00002144 EB2501 EB2501: Primary Azimuth Mark Grid Az EB2501:SPC NC - TANK 151 16 20.0 EB2501:UTM 17 - TANK 150 08 13.1 EB2501 EB2501|---------------------------------------------------------------------| EB2501| PID Reference Object Distance Geod. Az | EB2501| dddmmss.s | EB2501| EB2509 TANK APPROX. 0.8 KM 1511652.5 | EB2501|---------------------------------------------------------------------| EB2501 EB2501 SUPERSEDED SURVEY CONTROL EB2501 EB2501 NAD 27 - 34 34 41.16283(N) 078 59 04.56165(W) AD( ) 2 EB2501 NGVD 29 (07/19/86) 33.6 (m) 110. (f) VERT ANG EB2501 EB2501.Superseded values are not recommended for survey control. EB2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2501.See file dsdata.txt to determine how the superseded data were derived. EB2501 EB2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8488328122(NAD 83) EB2501_MARKER: DE = TRAVERSE STATION DISK EB2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2501_STAMPING: LOVETTE 1965 EB2501_MARK LOGO: NCGS EB2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2501+STABILITY: SURFACE MOTION EB2501 EB2501 HISTORY - Date Condition Report By EB2501 HISTORY - 1965 MONUMENTED NCGS EB2501 HISTORY - 1981 SEE DESCRIPTION USGS EB2501 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2501 EB2501 STATION DESCRIPTION EB2501 EB2501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2501'LOVETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2501'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2501' EB2501'LOVETTE IS 3.3 MILES SSE OF LUMBERTON. LOCATED 2.6 MILES S ALONG EB2501'U.S. 74 FROM INTERSECTION OF NC 211 BYPASS AND U.S. 74. ON W SIDE EB2501'OF U.S. 74. 1.35 MILES N OF Y INTERSECTION OF SR 2207 AND EB2501'U.S. 74. 1.0 MILE SE OF BRIDGE OVER LUMBER RIVER. 0.5 MILES SE EB2501'OF Y INTERSECTION OF SR 2202 AND U.S. 74. AND ON SW SHOULDER OF EB2501'U.S. 74. EB2501' EB2501'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2501'LOVETTE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2501'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2501' EB2501'MARK IS EB2501' EB2501'19.5 FT W OF C/L OF U.S. 74 EB2501' EB2501'51.8 FT N OF NW HEADWALL OF U.S. 74 EB2501' EB2501'62.4 FT NW OF NE HEADWALL OF U.S. 74 EB2501' EB2501'58.5 FT W OF 14 INCH PINE ON E SIDE OF U.S. 74 WITH ALUMINUM EB2501'REF. TAG. EB2501' EB2501'HEIGHT OF LIGHT ABOVE STATION MARK MARK 1 METER. EB2501 EB2501 STATION RECOVERY (1981) EB2501 EB2501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2501'THE STATION WAS RECOVERED AND FOUND DESTROYED. EB2501 EB2501 STATION RECOVERY (1997) EB2501 EB2501'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2501'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3903 *********************************************************************** EB3903 DESIGNATION - LOW EB3903 PID - EB3903 EB3903 STATE/COUNTY- NC/ROBESON EB3903 USGS QUAD - RENNERT (1972) EB3903 EB3903 *CURRENT SURVEY CONTROL EB3903 ___________________________________________________________________ EB3903* NAD 83(1986)- 34 51 45.65960(N) 079 06 18.88527(W) ADJUSTED EB3903* NAVD 88 - 56.9 (meters) 187. (feet) VERTCON EB3903 ___________________________________________________________________ EB3903 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EB3903 GEOID HEIGHT- -33.14 (meters) GEOID03 EB3903 EB3903 HORZ ORDER - SECOND EB3903 EB3903.The North Carolina HARNS have been completed but, EB3903.due to contractual restrictions, coordinates for these stations EB3903.will NOT be published in the near future. In the interim, the EB3903.published coordinates in North Carolina will not be EB3903.consistent with the Continuously Operating Reference Stations EB3903.(CORS). The HARN coordinates for these stations are available EB3903.upon request. Contact Gary Thompson(919-733-3836). EB3903. EB3903.In addition, the published North Carolina positions EB3903.(NAD 83 (1986)) are NOT consistent with those determined in EB3903.adjacent state readjustments. The discontinuity between stations EB3903.located in North Carolina and those in adjacent states EB3903.which have been adjusted to the HARN may be as much as 5 EB3903.decimeters. This will result in a significant loss of accuracy EB3903.over lines crossing such state borders. EB3903 EB3903 EB3903.The horizontal coordinates were established by classical geodetic methods EB3903.and adjusted by the National Geodetic Survey in April 1991. EB3903 EB3903.The NAVD 88 height was computed by applying the VERTCON shift value to EB3903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3903 EB3903.The Laplace correction was computed from DEFLEC99 derived deflections. EB3903 EB3903.The geoid height was determined by GEOID03. EB3903 EB3903; North East Units Scale Factor Converg. EB3903;SPC NC - 123,435.609 599,978.498 MT 0.99989551 -0 03 38.7 EB3903;SPC NC - 404,971.66 1,968,429.46 sFT 0.99989551 -0 03 38.7 EB3903;UTM 17 - 3,859,452.672 673,198.823 MT 0.99996973 +1 04 60.0 EB3903 EB3903! - Elev Factor x Scale Factor = Combined Factor EB3903!SPC NC - 0.99999628 x 0.99989551 = 0.99989179 EB3903!UTM 17 - 0.99999628 x 0.99996973 = 0.99996601 EB3903 EB3903 SUPERSEDED SURVEY CONTROL EB3903 EB3903 NGVD 29 (04/22/91) 57.1 (m) 187. (f) VERT ANG EB3903 EB3903.Superseded values are not recommended for survey control. EB3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3903.See file dsdata.txt to determine how the superseded data were derived. EB3903 EB3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7319959453(NAD 83) EB3903_MARKER: DE = TRAVERSE STATION DISK EB3903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3903_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3903_STAMPING: LOW 1977 EB3903_MARK LOGO: NCGS EB3903_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3903+STABILITY: SURFACE MOTION EB3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3903+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 EB3903 EB3903 HISTORY - Date Condition Report By EB3903 HISTORY - 1977 MONUMENTED NCGS EB3903 HISTORY - 20010319 GOOD NCGS EB3903 EB3903 STATION DESCRIPTION EB3903 EB3903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3903'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF SHANNON EB3903'AND 2.5 MILES SOUTHWEST OF LUMBER BRIDGE. EB3903' EB3903'TO REACH STATION FROM NC 20-NC 71 CROSSROAD AT LUMBER BRIDGE, PROCEED EB3903'SOUTHWEST ALONG NC 71 FOR 2.65 MILES TO STATION IN LEFT SHOULDER, 0.1 EB3903'MILE SOUTHWEST OF BRIDGE OVER BIG MARSH CREEK AND 0.2 MILE NORTHEAST EB3903'OF INTERSECTION AT SAINT JOHNS CHURCH. EB3903' EB3903'STATION MARK IS A STANDARD DISK STAMPED---LOW 1977---SET IN THE TOP EB3903'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3903'THE MARK IS 20.5 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 71, 98.4 FEET EB3903'NORTH-NORTHEAST OF CENTERLINE INTERSECTION OF DRIVEWAY LEADING TO EB3903'BLOCK HOUSE WITH HIGHWAY, 70.3 FEET NORTH OF TELEPHONE JUNCTION BOX, EB3903'101.8 FEET NORTHEAST OF NORTHEAST END OF CULVERT UNDER DRIVEWAY TO EB3903'RESIDENCE, 48.9 FEET NORTHWEST OF A 30 INCH GUM WITH REFERENCE TAG AND EB3903'94.7 FEET EAST-NORTHEAST OF POWER POLE 3261 WITH REFERENCE TAG. EB3903 EB3903 STATION RECOVERY (2001) EB3903 EB3903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3903'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3903'THE 30-INCH SWEET GUM, POWER POLE (3261), BOTH WITH REFERENCE TAGS, EB3903'AND THE TELEPHONE JUNCTION BOX ARE ALL GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2583 *********************************************************************** EB2583 DESIGNATION - LOWE EB2583 PID - EB2583 EB2583 STATE/COUNTY- NC/ROBESON EB2583 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2583 EB2583 *CURRENT SURVEY CONTROL EB2583 ___________________________________________________________________ EB2583* NAD 83(1986)- 34 38 57.29084(N) 079 06 05.48050(W) ADJUSTED EB2583* NAVD 88 - 46.6 (meters) 153. (feet) VERTCON EB2583 ___________________________________________________________________ EB2583 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EB2583 GEOID HEIGHT- -33.55 (meters) GEOID03 EB2583 EB2583 HORZ ORDER - SECOND EB2583 EB2583.The North Carolina HARNS have been completed but, EB2583.due to contractual restrictions, coordinates for these stations EB2583.will NOT be published in the near future. In the interim, the EB2583.published coordinates in North Carolina will not be EB2583.consistent with the Continuously Operating Reference Stations EB2583.(CORS). The HARN coordinates for these stations are available EB2583.upon request. Contact Gary Thompson(919-733-3836). EB2583. EB2583.In addition, the published North Carolina positions EB2583.(NAD 83 (1986)) are NOT consistent with those determined in EB2583.adjacent state readjustments. The discontinuity between stations EB2583.located in North Carolina and those in adjacent states EB2583.which have been adjusted to the HARN may be as much as 5 EB2583.decimeters. This will result in a significant loss of accuracy EB2583.over lines crossing such state borders. EB2583 EB2583 EB2583.The horizontal coordinates were established by classical geodetic methods EB2583.and adjusted by the National Geodetic Survey in July 1986. EB2583 EB2583.The NAVD 88 height was computed by applying the VERTCON shift value to EB2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2583 EB2583.The Laplace correction was computed from DEFLEC99 derived deflections. EB2583 EB2583.The geoid height was determined by GEOID03. EB2583 EB2583; North East Units Scale Factor Converg. EB2583;SPC NC - 99,759.655 600,294.732 MT 0.99992749 -0 03 30.9 EB2583;SPC NC - 327,294.80 1,969,466.97 sFT 0.99992749 -0 03 30.9 EB2583;UTM 17 - 3,835,786.267 673,986.568 MT 0.99997312 +1 04 46.7 EB2583 EB2583! - Elev Factor x Scale Factor = Combined Factor EB2583!SPC NC - 0.99999795 x 0.99992749 = 0.99992544 EB2583!UTM 17 - 0.99999795 x 0.99997312 = 0.99997107 EB2583 EB2583: Primary Azimuth Mark Grid Az EB2583:SPC NC - BUNTING 113 15 05.4 EB2583:UTM 17 - BUNTING 112 06 47.8 EB2583 EB2583|---------------------------------------------------------------------| EB2583| PID Reference Object Distance Geod. Az | EB2583| dddmmss.s | EB2583| EB2579 BUNTING APPROX. 2.9 KM 1131134.5 | EB2583|---------------------------------------------------------------------| EB2583 EB2583 SUPERSEDED SURVEY CONTROL EB2583 EB2583 NAD 27 - 34 38 56.70289(N) 079 06 06.35168(W) AD( ) 2 EB2583 NGVD 29 (07/19/86) 46.9 (m) 154. (f) VERT ANG EB2583 EB2583.Superseded values are not recommended for survey control. EB2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2583.See file dsdata.txt to determine how the superseded data were derived. EB2583 EB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7398735786(NAD 83) EB2583_MARKER: DE = TRAVERSE STATION DISK EB2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2583_STAMPING: LOWE 1965 EB2583_MARK LOGO: NCGS EB2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2583+STABILITY: SURFACE MOTION EB2583 EB2583 HISTORY - Date Condition Report By EB2583 HISTORY - 1965 MONUMENTED NCGS EB2583 HISTORY - 19970426 GOOD USPSQD EB2583 EB2583 STATION DESCRIPTION EB2583 EB2583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2583'LOWE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2583'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2583' EB2583'LOWE IS 5.7 MILES WNW OF LUMBERTON. LOCATED ON THE RIGHT OF EB2583'WAY OF THE SAL RR. IN THE NW QUADRANT OF THE CROSSING OF SR EB2583'1550 AND THE RAILROAD. TO REACH THE STATION FROM THE T EB2583'INTERSECTION OF NC 72 AND SR 1550, GO SOUTH 0.8 MILES TO THE EB2583'CROSSING AND THE STATION. TO REACH THE STATION FROM THE EB2583'CROSSROADS OF NC 711 AND SR 1550, GO NORTH 0.6 MILES ON SR EB2583'1550 TO THE STATION. EB2583' EB2583'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2583'LOWE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2583'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2583' EB2583'MARK IS EB2583' EB2583'16.4 FT W OF C/L OF SR 1550 EB2583' EB2583'5.2 FT N OF NORTH RAIL EB2583' EB2583'8.3 FT S OF N RR CROSSING SIGNAL POST WITH ALUMINUM REF. TAG EB2583' EB2583'54.6 FT W OF TP 63 WITH ALUMINUM REF. TAG EB2583' EB2583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2583 EB2583 STATION RECOVERY (1997) EB2583 EB2583'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3904 *********************************************************************** EB3904 DESIGNATION - LOWER EB3904 PID - EB3904 EB3904 STATE/COUNTY- NC/ROBESON EB3904 USGS QUAD - MAXTON (1982) EB3904 EB3904 *CURRENT SURVEY CONTROL EB3904 ___________________________________________________________________ EB3904* NAD 83(1986)- 34 41 02.58685(N) 079 22 19.07785(W) ADJUSTED EB3904* NAVD 88 - 46.0 (meters) 151. (feet) VERTCON EB3904 ___________________________________________________________________ EB3904 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB3904 GEOID HEIGHT- -32.63 (meters) GEOID03 EB3904 EB3904 HORZ ORDER - SECOND EB3904 EB3904.The North Carolina HARNS have been completed but, EB3904.due to contractual restrictions, coordinates for these stations EB3904.will NOT be published in the near future. In the interim, the EB3904.published coordinates in North Carolina will not be EB3904.consistent with the Continuously Operating Reference Stations EB3904.(CORS). The HARN coordinates for these stations are available EB3904.upon request. Contact Gary Thompson(919-733-3836). EB3904. EB3904.In addition, the published North Carolina positions EB3904.(NAD 83 (1986)) are NOT consistent with those determined in EB3904.adjacent state readjustments. The discontinuity between stations EB3904.located in North Carolina and those in adjacent states EB3904.which have been adjusted to the HARN may be as much as 5 EB3904.decimeters. This will result in a significant loss of accuracy EB3904.over lines crossing such state borders. EB3904 EB3904 EB3904.The horizontal coordinates were established by classical geodetic methods EB3904.and adjusted by the National Geodetic Survey in April 1991. EB3904 EB3904.The NAVD 88 height was computed by applying the VERTCON shift value to EB3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3904 EB3904.The Laplace correction was computed from DEFLEC99 derived deflections. EB3904 EB3904.The geoid height was determined by GEOID03. EB3904 EB3904; North East Units Scale Factor Converg. EB3904;SPC NC - 103,679.473 575,517.877 MT 0.99992134 -0 12 52.9 EB3904;SPC NC - 340,155.07 1,888,178.23 sFT 0.99992134 -0 12 52.9 EB3904;UTM 17 - 3,839,212.446 649,136.692 MT 0.99987414 +0 55 35.8 EB3904 EB3904! - Elev Factor x Scale Factor = Combined Factor EB3904!SPC NC - 0.99999790 x 0.99992134 = 0.99991924 EB3904!UTM 17 - 0.99999790 x 0.99987414 = 0.99987204 EB3904 EB3904 SUPERSEDED SURVEY CONTROL EB3904 EB3904 NGVD 29 (04/22/91) 46.3 (m) 152. (f) VERT ANG EB3904 EB3904.Superseded values are not recommended for survey control. EB3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3904.See file dsdata.txt to determine how the superseded data were derived. EB3904 EB3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4913739212(NAD 83) EB3904_MARKER: DE = TRAVERSE STATION DISK EB3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3904_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3904_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3904+STABILITY: SURFACE MOTION EB3904 EB3904 HISTORY - Date Condition Report By EB3904 HISTORY - 1977 MONUMENTED NCGS EB3904 EB3904 STATION DESCRIPTION EB3904 EB3904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3904'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTH-SOUTHWEST OF EB3904'MAXTON AND 3.5 MILES NORTH-NORTHWEST OF RAEMON. EB3904' EB3904'TO REACH STATION FROM CROSSROADS OF US 501 AND NC 83 SOUTHWEST OF EB3904'MAXTON, PROCEED NORTHEAST ALONG NC 83 FOR 2.1 MILES TO STATION ON EB3904'RIGHT IN SHOULDER, 0.2 MILE NORTHEAST OF A BRIDGE OVER BIG SHOE HEEL EB3904'CREEK AND 0.15 MILE SOUTHWEST OF Y INTERSECTION WITH NC 130 KNOWN AS EB3904'SEVEN BRIDGES. EB3904' EB3904'STATION MARK IS A STANDARD DISK STAMPED---LOWER 1977---SET IN THE EB3904'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3904'SURFACE. THE MARK IS 16.3 FEET SOUTH OF CENTERLINE OF NC 83, 88.2 FEET EB3904'EAST-SOUTHEAST OF TELEPHONE POLE PEDESTALS WITH REFERENCE TAG, 84.5 EB3904'FEET SOUTHWEST OF TELEPHONE POLE PEDESTALS WITH REFERENCE TAG, 45.9 EB3904'FEET NORTHWEST OF A 10 INCH POPLAR WITH REFERENCE TAG, 87.8 FEET EB3904'NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 62.7 FEET EB3904'EAST-SOUTHEAST OF SPEED LIMIT SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3905 *********************************************************************** EB3905 DESIGNATION - LUCKY EB3905 PID - EB3905 EB3905 STATE/COUNTY- NC/ROBESON EB3905 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3905 EB3905 *CURRENT SURVEY CONTROL EB3905 ___________________________________________________________________ EB3905* NAD 83(1986)- 34 35 33.99973(N) 079 06 40.63871(W) ADJUSTED EB3905* NAVD 88 - 43.6 (meters) 143. (feet) VERTCON EB3905 ___________________________________________________________________ EB3905 LAPLACE CORR- -5.74 (seconds) DEFLEC99 EB3905 GEOID HEIGHT- -33.58 (meters) GEOID03 EB3905 EB3905 HORZ ORDER - SECOND EB3905 EB3905.The North Carolina HARNS have been completed but, EB3905.due to contractual restrictions, coordinates for these stations EB3905.will NOT be published in the near future. In the interim, the EB3905.published coordinates in North Carolina will not be EB3905.consistent with the Continuously Operating Reference Stations EB3905.(CORS). The HARN coordinates for these stations are available EB3905.upon request. Contact Gary Thompson(919-733-3836). EB3905. EB3905.In addition, the published North Carolina positions EB3905.(NAD 83 (1986)) are NOT consistent with those determined in EB3905.adjacent state readjustments. The discontinuity between stations EB3905.located in North Carolina and those in adjacent states EB3905.which have been adjusted to the HARN may be as much as 5 EB3905.decimeters. This will result in a significant loss of accuracy EB3905.over lines crossing such state borders. EB3905 EB3905 EB3905.The horizontal coordinates were established by classical geodetic methods EB3905.and adjusted by the National Geodetic Survey in April 1991. EB3905 EB3905.The NAVD 88 height was computed by applying the VERTCON shift value to EB3905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3905 EB3905.The Laplace correction was computed from DEFLEC99 derived deflections. EB3905 EB3905.The geoid height was determined by GEOID03. EB3905 EB3905; North East Units Scale Factor Converg. EB3905;SPC NC - 93,496.643 599,392.452 MT 0.99993825 -0 03 51.2 EB3905;SPC NC - 306,746.90 1,966,506.74 sFT 0.99993825 -0 03 51.2 EB3905;UTM 17 - 3,829,506.335 673,208.769 MT 0.99996980 +1 04 21.2 EB3905 EB3905! - Elev Factor x Scale Factor = Combined Factor EB3905!SPC NC - 0.99999842 x 0.99993825 = 0.99993667 EB3905!UTM 17 - 0.99999842 x 0.99996980 = 0.99996822 EB3905 EB3905 SUPERSEDED SURVEY CONTROL EB3905 EB3905 NGVD 29 (04/22/91) 43.9 (m) 144. (f) VERT ANG EB3905 EB3905.Superseded values are not recommended for survey control. EB3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3905.See file dsdata.txt to determine how the superseded data were derived. EB3905 EB3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7320929506(NAD 83) EB3905_MARKER: DE = TRAVERSE STATION DISK EB3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3905_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3905_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3905+STABILITY: SURFACE MOTION EB3905 EB3905 HISTORY - Date Condition Report By EB3905 HISTORY - 1977 MONUMENTED NCGS EB3905 EB3905 STATION DESCRIPTION EB3905 EB3905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3905'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES NORTH OF MCDONALD AND EB3905'6.2 MILES WEST-SOUTHWEST OF LUMBERTON. EB3905' EB3905'TO REACH STATION FROM I 95 UNDERPASS OF US 74 PROCEED SOUTHWEST ALONG EB3905'I 95 FOR 0.75 MILE TO STATION ON LEFT IN EAST SHOULDER OF NORTH BOUND EB3905'LANE AT A SPEED LIMIT SIGN. EB3905' EB3905'STATION MARK IS A STANDARD DISK STAMPED---LUCKY 1977---SET IN THE TOP EB3905'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. MARK EB3905'IS 39.5 FEET SOUTHEAST OF CENTERLINE OF I 95 NORTH LANE, 3.3 FEET EB3905'NORTHWEST OF WESTERNMOST POST OF SPEED LIMIT SIGN, 102.5 FEET SOUTH- EB3905'WEST OF 13 MILE MARKER, 84.9 FEET NORTHWEST OF CENTER FENCE POST OF EB3905'BRACE SECTION WITH REFERENCE TAG AND 128.7 FEET WEST OF 12 INCH GUM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2563 *********************************************************************** EB2563 DESIGNATION - LUMBER BRIDGE EB2563 PID - EB2563 EB2563 STATE/COUNTY- NC/ROBESON EB2563 USGS QUAD - PARKTON (1982) EB2563 EB2563 *CURRENT SURVEY CONTROL EB2563 ___________________________________________________________________ EB2563* NAD 83(1986)- 34 53 17.97514(N) 079 04 22.97540(W) ADJUSTED EB2563* NAVD 88 - 58.46 (+/-2cm) 191.8 (feet) VERTCON EB2563 ___________________________________________________________________ EB2563 LAPLACE CORR- -4.42 (seconds) DEFLEC99 EB2563 GEOID HEIGHT- -33.19 (meters) GEOID03 EB2563 EB2563 HORZ ORDER - SECOND EB2563 VERT ORDER - THIRD ? (See Below) EB2563 EB2563.The North Carolina HARNS have been completed but, EB2563.due to contractual restrictions, coordinates for these stations EB2563.will NOT be published in the near future. In the interim, the EB2563.published coordinates in North Carolina will not be EB2563.consistent with the Continuously Operating Reference Stations EB2563.(CORS). The HARN coordinates for these stations are available EB2563.upon request. Contact Gary Thompson(919-733-3836). EB2563. EB2563.In addition, the published North Carolina positions EB2563.(NAD 83 (1986)) are NOT consistent with those determined in EB2563.adjacent state readjustments. The discontinuity between stations EB2563.located in North Carolina and those in adjacent states EB2563.which have been adjusted to the HARN may be as much as 5 EB2563.decimeters. This will result in a significant loss of accuracy EB2563.over lines crossing such state borders. EB2563 EB2563 EB2563.The horizontal coordinates were established by classical geodetic methods EB2563.and adjusted by the National Geodetic Survey in July 1986. EB2563 EB2563.The NAVD 88 height was computed by applying the VERTCON shift value to EB2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2563.The vertical order pertains to the NGVD 29 superseded value. EB2563 EB2563.The Laplace correction was computed from DEFLEC99 derived deflections. EB2563 EB2563.The geoid height was determined by GEOID03. EB2563 EB2563; North East Units Scale Factor Converg. EB2563;SPC NC - 126,277.476 602,924.407 MT 0.99989259 -0 02 31.8 EB2563;SPC NC - 414,295.35 1,978,094.49 sFT 0.99989259 -0 02 31.8 EB2563;UTM 17 - 3,862,353.044 676,087.624 MT 0.99998217 +1 06 08.9 EB2563 EB2563! - Elev Factor x Scale Factor = Combined Factor EB2563!SPC NC - 0.99999603 x 0.99989259 = 0.99988862 EB2563!UTM 17 - 0.99999603 x 0.99998217 = 0.99997820 EB2563 EB2563: Primary Azimuth Mark Grid Az EB2563:SPC NC - ROCK 332 12 00.6 EB2563:UTM 17 - ROCK 331 03 19.9 EB2563 EB2563|---------------------------------------------------------------------| EB2563| PID Reference Object Distance Geod. Az | EB2563| dddmmss.s | EB2563| EB3424 LUMBER BRIDGE RM 1 30.770 METERS 03054 | EB2563| EB3425 LUMBER BRIDGE RM 2 31.699 METERS 12230 | EB2563| EB3423 LUMBER BRIDGE AZ MK 2250630.1 | EB2563| EB2577 ROCK APPROX.11.8 KM 3320928.8 | EB2563|---------------------------------------------------------------------| EB2563 EB2563 SUPERSEDED SURVEY CONTROL EB2563 EB2563 NAD 27 - 34 53 17.39000(N) 079 04 23.85600(W) AD( ) 2 EB2563 NGVD 29 (07/19/86) 58.73 (m) 192.7 (f) LEVELING 3 EB2563 EB2563.Superseded values are not recommended for survey control. EB2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2563.See file dsdata.txt to determine how the superseded data were derived. EB2563 EB2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7608862353(NAD 83) EB2563_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2563+STABILITY: SURFACE MOTION EB2563 EB2563 HISTORY - Date Condition Report By EB2563 HISTORY - 1949 MONUMENTED CGS EB2563 HISTORY - 1963 GOOD USGS EB2563 HISTORY - 1975 GOOD NGS EB2563 HISTORY - 1977 GOOD NCGS EB2563 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2563 EB2563 STATION DESCRIPTION EB2563 EB2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2563'STATION IS LOCATED IN THE WEST ANGLE OF THE INTERSECTION OF EB2563'STATE HIGHWAYS 71 AND 20 IN THE VILLAGE OF LUMBER BRIDGE. IT EB2563'IS 234 FEET SOUTHWEST OF THE INTERSECTION, 74 FEET NORTHWEST EB2563'OF CENTER OF HIGHWAY 71 AND 47 FEET NORTHWEST OF THE EB2563'NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING. THE EB2563'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LUMBER EB2563'BRIDGE 1949. EB2563' EB2563'REFERENCE MARK NO. 1 IS 105 FEET NORTHWEST OF CENTER OF EB2563'HIGHWAY 71 AND 54 FEET NORTH OF THE NORTHEAST CORNER OF A EB2563'BUILDING. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS EB2563'STAMPED LUMBER BRIDGE NO 1 1949. EB2563' EB2563'REFERENCE MARK NO. 2 IS 26 FEET SOUTHEAST OF CENTER OF EB2563'HIGHWAY 71 AND 2 FEET EAST OF A WHITE WITNESS POST. THE MARK EB2563'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LUMBER BRIDGE EB2563'NO 2 1949. EB2563' EB2563'AZIMUTH MARK IS 29 FEET SOUTHEAST OF CENTER OF HIGHWAY 71 EB2563'AND 2 FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS EB2563'ABOUT 6 INCHES AND THE DISK IS STAMPED LUMBER BRIDGE 1949. EB2563' EB2563'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON EB2563'HIGHWAY 71 FOR 0.25 MILE TO THE MARK ON LEFT AS DESCRIBED. EB2563' EB2563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EB2563 EB2563 STATION RECOVERY (1963) EB2563 EB2563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 EB2563'STATION WAS FOUND IN GOOD CONDITION-FLUSH WITH THE GROUND. EB2563' EB2563'REFERENCE MARK NO. 1 N 52.0 FT TO CORNER OF BUILDING. EB2563' EB2563'REFERENCE MARK NO. 2 E 74.0 FT TO CENTERLINE OF PAVED ROAD. EB2563' EB2563'REFERENCE MARK NO. 3 SW 117.0 FT TO NE CORNER OF HOUSE. EB2563 EB2563 STATION RECOVERY (1975) EB2563 EB2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) EB2563'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. REFERENCE EB2563'MARK NO. 1 WAS FOUND WITH TOP OF MONUMENT BROKEN EB2563'OFF. REFERENCE MARK NO. 2 WAS FOUND ON TOP OF GROUND AND THE DISK EB2563'WAS RECLAIMED AT THIS TIME. AZIMUTH MARK WAS NOT RECOVERED EB2563'AND IT APPEARS THAT MARK WAS DESTROYED BY HIGHWAY IMPROVEMENTS EB2563'AS DISTANCE GIVEN FROM CENTER OF HIGHWAY NOW FALLS IN DEEP EB2563'DITCHLINE. NO OTHER STATIONS OR OBJECTS ARE VISIBLE FROM EB2563'STATION. REFERNCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS EB2563'TIME. THE OLD BUILDING AT STATION SITE WAS RAZED SEVERAL EB2563'YEARS AGO AND REPLACED BY A CINDER BLOCK BUILDING NOW EB2563'HOUSING THE POST OFFICE. A COMPLETE NEW DESCRIPTION EB2563'FOLLOWS. EB2563' EB2563'STATION IS LOCATED IN THE WEST ANGLE OF THE INTERSECTION OF EB2563'STATE HIGHWAYS 20 AND 71 IN THE VILLAGE OF LUMBER BRIDGE, 234 EB2563'FEET SOUTHWEST OF THE INTERSECTION, 74 FEET NORTHWEST OF THE EB2563'CENTERLINE OF STATE HIGHWAY 71, 52 FEET SOUTHWEST OF THE EB2563'NORTHWEST CORNER OF POST OFFICE, 48 FEET WEST OF THE SOUTHWEST EB2563'CORNER OF POST OFFICE, 28 FEET SOUTH OF 50 INCH OAK TREE, EB2563'4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF LAWN AND IN EB2563'THE WEST EDGE OF SMALL FLOWER BED. MARK IS A STANDARD DISK EB2563'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS EB2563'ABOUT 2 INCHES AND THE DISK IS STAMPED LUMBER BRIDGE 1949. EB2563' EB2563'REFERENCE MARK NO. 3 IS 36 FEET NORTHWEST OF THE NORTHEAST EB2563'CORNER OF POST OFFICE, 16 FEET NORTH OF THE NORTHWEST CORNER EB2563'OF POST OFFICE AND AT THE NORTH EDGE OF LAWN. MARK IS A EB2563'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT EB2563'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LUMBER BRIDGE EB2563'1949 NO 3 1975. EB2563' EB2563'REFERENCE MARK NO. 4 IS 59 FEET SOUTH OF THE SOUTHWEST EB2563'CORNER OF POST OFFICE AND 35 FEET NORTHWEST OF THE CENTERLINE EB2563'OF STATE HIGHWAY 71. MARK IS A STANDARD DISK SET FLUSH IN THE EB2563'TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE LAWN AND THE EB2563'DISK IS STAMPED LUMBER BRIDGE 1949 NO 4 1975. EB2563' EB2563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2563'AT LUMBER BRIDGE. EB2563 EB2563 STATION RECOVERY (1977) EB2563 EB2563'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2563'THE STATION WAS RECOVERED IN GOOD CONDITON AS DESCRIBED IN 1975. EB2563' EB2563'THE 1975 RECOVERY BY CLN WAS NOT AVAILABLE UNTIL AFTER THIS RECOVERY EB2563'THEREFORE REFERENCE MARK 3 AND 4 WERE NOT SEARCHED FOR. EB2563 EB2563 STATION RECOVERY (1997) EB2563 EB2563'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2563'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3906 *********************************************************************** EB3906 DESIGNATION - LUMBERTON ACME ELECTRIC TANK EB3906 PID - EB3906 EB3906 STATE/COUNTY- NC/ROBESON EB3906 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3906 EB3906 *CURRENT SURVEY CONTROL EB3906 ___________________________________________________________________ EB3906* NAD 83(1986)- 34 36 07.91171(N) 079 05 50.36801(W) ADJUSTED EB3906* NAVD 88 - EB3906 ___________________________________________________________________ EB3906 LAPLACE CORR- -5.79 (seconds) DEFLEC99 EB3906 GEOID HEIGHT- -33.62 (meters) GEOID03 EB3906 EB3906 HORZ ORDER - THIRD EB3906 EB3906.The North Carolina HARNS have been completed but, EB3906.due to contractual restrictions, coordinates for these stations EB3906.will NOT be published in the near future. In the interim, the EB3906.published coordinates in North Carolina will not be EB3906.consistent with the Continuously Operating Reference Stations EB3906.(CORS). The HARN coordinates for these stations are available EB3906.upon request. Contact Gary Thompson(919-733-3836). EB3906. EB3906.In addition, the published North Carolina positions EB3906.(NAD 83 (1986)) are NOT consistent with those determined in EB3906.adjacent state readjustments. The discontinuity between stations EB3906.located in North Carolina and those in adjacent states EB3906.which have been adjusted to the HARN may be as much as 5 EB3906.decimeters. This will result in a significant loss of accuracy EB3906.over lines crossing such state borders. EB3906 EB3906 EB3906.The horizontal coordinates were established by classical geodetic methods EB3906.and adjusted by the National Geodetic Survey in April 1991. EB3906 EB3906 EB3906.The Laplace correction was computed from DEFLEC99 derived deflections. EB3906 EB3906.The geoid height was determined by GEOID03. EB3906 EB3906; North East Units Scale Factor Converg. EB3906;SPC NC - 94,540.222 600,674.436 MT 0.99993639 -0 03 22.2 EB3906;SPC NC - 310,170.71 1,970,712.71 sFT 0.99993639 -0 03 22.2 EB3906;UTM 17 - 3,830,575.181 674,469.840 MT 0.99997520 +1 04 50.7 EB3906 EB3906 SUPERSEDED SURVEY CONTROL EB3906 EB3906.No superseded survey control is available for this station. EB3906 EB3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7447030575(NAD 83) EB3906_MARKER: 53 = ELEVATED TANK EB3906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3906+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004 EB3906 EB3906 HISTORY - Date Condition Report By EB3906 HISTORY - 1977 FIRST OBSERVED NCGS EB3906 HISTORY - 20040906 GOOD USPSQD EB3906 EB3906 STATION DESCRIPTION EB3906 EB3906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3906'THE STATION IS LOCATED 5 MILES WEST OF LUMBERTON NEAR THE US 74-301 EB3906'AND I 95 INTERCHANGE. EB3906' EB3906'THE STATION, LUMBERTON ACME ELECTRIC CORPORATION TANK, IS A DOME CAP EB3906'ON THE TOP OF A WHITE ELEVATED WATER TANK SUPPORTED BY 4 LEGS WITH EB3906'STANDPIPE IN CENTER, APPROXIMATELY 150 FEET TALL ON THE EAST SIDE OF EB3906'THE CORPORATION GROUNDS, APPROXIMATELY 600 YARDS EAST-NORTHEAST OF THE EB3906'INTERCHANGE AND BEHIND ACME BUILDING. EB3906 EB3906 STATION RECOVERY (2004) EB3906 EB3906'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) EB3906'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3907 *********************************************************************** EB3907 DESIGNATION - LUMBERTON CABLEVISION MAST EB3907 PID - EB3907 EB3907 STATE/COUNTY- NC/ROBESON EB3907 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3907 EB3907 *CURRENT SURVEY CONTROL EB3907 ___________________________________________________________________ EB3907* NAD 83(1986)- 34 39 58.46778(N) 079 00 42.42243(W) ADJUSTED EB3907* NAVD 88 - EB3907 ___________________________________________________________________ EB3907 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EB3907 GEOID HEIGHT- -33.85 (meters) GEOID03 EB3907 EB3907 HORZ ORDER - THIRD EB3907 EB3907.The North Carolina HARNS have been completed but, EB3907.due to contractual restrictions, coordinates for these stations EB3907.will NOT be published in the near future. In the interim, the EB3907.published coordinates in North Carolina will not be EB3907.consistent with the Continuously Operating Reference Stations EB3907.(CORS). The HARN coordinates for these stations are available EB3907.upon request. Contact Gary Thompson(919-733-3836). EB3907. EB3907.In addition, the published North Carolina positions EB3907.(NAD 83 (1986)) are NOT consistent with those determined in EB3907.adjacent state readjustments. The discontinuity between stations EB3907.located in North Carolina and those in adjacent states EB3907.which have been adjusted to the HARN may be as much as 5 EB3907.decimeters. This will result in a significant loss of accuracy EB3907.over lines crossing such state borders. EB3907 EB3907 EB3907.The horizontal coordinates were established by classical geodetic methods EB3907.and adjusted by the National Geodetic Survey in April 1991. EB3907 EB3907 EB3907.The Laplace correction was computed from DEFLEC99 derived deflections. EB3907 EB3907.The geoid height was determined by GEOID03. EB3907 EB3907; North East Units Scale Factor Converg. EB3907;SPC NC - 101,639.993 608,521.211 MT 0.99992444 -0 00 24.5 EB3907;SPC NC - 333,463.88 1,996,456.67 sFT 0.99992444 -0 00 24.5 EB3907;UTM 17 - 3,837,829.767 682,174.607 MT 1.00000907 +1 07 52.3 EB3907 EB3907 SUPERSEDED SURVEY CONTROL EB3907 EB3907.No superseded survey control is available for this station. EB3907 EB3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8217537830(NAD 83) EB3907_MARKER: 43 = RADIO/TV TOWER EB3907 EB3907 HISTORY - Date Condition Report By EB3907 HISTORY - 1977 FIRST OBSERVED NCGS EB3907 EB3907 STATION DESCRIPTION EB3907 EB3907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3907'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES NORTH OF LUMBERTON, EB3907'APPROXIMATELY 700 YARDS SOUTHWEST OF THE US 301 I 95 INTERCHANGE. EB3907' EB3907'THE STATION, LUMBERTON CABLEVISION MAST IS THE RED LIGHT ON TOP OF A EB3907'350 FOOT TALL TRIANGULAR MAST, ALTERNATIVE RED AND WHITE. EB3907' EB3907'TO REACH STATION FROM US 301 OVERPASS OF I 95, PROCEED SOUTH ALONG EB3907'WESTERN FRONTAGE ROAD 1791 OF I 95 FOR 0.4 MILE TO A FIELD ROAD ON EB3907'RIGHT THENCE WEST ALONG THIS ROAD FOR 0.25 MILE TO MAST IN CLEARED EB3907'FIELD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2625 *********************************************************************** EB2625 DESIGNATION - MAC EB2625 PID - EB2625 EB2625 STATE/COUNTY- NC/ROBESON EB2625 USGS QUAD - JOHNS (1971) EB2625 EB2625 *CURRENT SURVEY CONTROL EB2625 ___________________________________________________________________ EB2625* NAD 83(1986)- 34 39 53.71062(N) 079 23 43.24484(W) ADJUSTED EB2625* NAVD 88 - 53. (meters) 174. (feet) SCALED EB2625 ___________________________________________________________________ EB2625 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB2625 GEOID HEIGHT- -32.59 (meters) GEOID03 EB2625 EB2625 HORZ ORDER - SECOND EB2625 EB2625.The North Carolina HARNS have been completed but, EB2625.due to contractual restrictions, coordinates for these stations EB2625.will NOT be published in the near future. In the interim, the EB2625.published coordinates in North Carolina will not be EB2625.consistent with the Continuously Operating Reference Stations EB2625.(CORS). The HARN coordinates for these stations are available EB2625.upon request. Contact Gary Thompson(919-733-3836). EB2625. EB2625.In addition, the published North Carolina positions EB2625.(NAD 83 (1986)) are NOT consistent with those determined in EB2625.adjacent state readjustments. The discontinuity between stations EB2625.located in North Carolina and those in adjacent states EB2625.which have been adjusted to the HARN may be as much as 5 EB2625.decimeters. This will result in a significant loss of accuracy EB2625.over lines crossing such state borders. EB2625 EB2625 EB2625.The horizontal coordinates were established by classical geodetic methods EB2625.and adjusted by the National Geodetic Survey in July 1986. EB2625 EB2625.The orthometric height was scaled from a topographic map. EB2625 EB2625.The Laplace correction was computed from DEFLEC99 derived deflections. EB2625 EB2625.The geoid height was determined by GEOID03. EB2625 EB2625; North East Units Scale Factor Converg. EB2625;SPC NC - 101,565.499 573,367.147 MT 0.99992468 -0 13 41.5 EB2625;SPC NC - 333,219.47 1,881,122.05 sFT 0.99992468 -0 13 41.5 EB2625;SPC SC - 315,165.377 756,666.518 MT 0.99994450 +0 53 22.6 EB2625;SPC SC - 1,034,007.14 2,482,501.70 iFT 0.99994450 +0 53 22.6 EB2625;UTM 17 - 3,837,056.172 647,028.601 MT 0.99986645 +0 54 46.3 EB2625 EB2625! - Elev Factor x Scale Factor = Combined Factor EB2625!SPC NC - 0.99999684 x 0.99992468 = 0.99992152 EB2625!SPC SC - 0.99999684 x 0.99994450 = 0.99994134 EB2625!UTM 17 - 0.99999684 x 0.99986645 = 0.99986329 EB2625 EB2625: Primary Azimuth Mark Grid Az EB2625:SPC NC - MAC AZ MK 021 56 11.5 EB2625:SPC SC - MAC AZ MK 020 49 07.4 EB2625:UTM 17 - MAC AZ MK 020 47 43.7 EB2625 EB2625|---------------------------------------------------------------------| EB2625| PID Reference Object Distance Geod. Az | EB2625| dddmmss.s | EB2625| EB3429 MAC AZ MK 0214230.0 | EB2625| EB3430 MAC RM 1 40.581 METERS 19445 | EB2625| EB3431 MAC RM 2 30.090 METERS 26957 | EB2625|---------------------------------------------------------------------| EB2625 EB2625 SUPERSEDED SURVEY CONTROL EB2625 EB2625 NAD 27 - 34 39 53.13100(N) 079 23 44.08300(W) AD( ) 2 EB2625 EB2625.Superseded values are not recommended for survey control. EB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2625.See file dsdata.txt to determine how the superseded data were derived. EB2625 EB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4702937056(NAD 83) EB2625_MARKER: DS = TRIANGULATION STATION DISK EB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2625 EB2625 HISTORY - Date Condition Report By EB2625 HISTORY - 1949 MONUMENTED CGS EB2625 HISTORY - 1972 MARK NOT FOUND NGS EB2625 EB2625 STATION DESCRIPTION EB2625 EB2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2625'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION EB2625'OF STATE HIGHWAY 83 AND U.S. HIGHWAY 501, 8 MILES SOUTHEAST OF EB2625'LAURINBURG AND 5 MILES SOUTHWEST OF MAXTON. IT IS 90 FEET EB2625'NORTHEAST OF THE INTERSECTION, 38 FEET EAST OF THE CENTER OF EB2625'HIGHWAY 83, 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF A EB2625'STORE BUILDING, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 EB2625'FOOT WEST OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS EB2625'STAMPED MAC 1949. EB2625' EB2625'REFERENCE MARK NO.1 IS 54 FEET EAST OF THE CENTER OF HIGHWAY EB2625'83 AND 40 FEET SOUTH OF THE CENTER OF HIGHWAY 501. THE MARK EB2625'PROJECTS 6 INCHES AND THE DISK IS STAMPED MAC NO 1 1949. EB2625' EB2625'REFERENCE MARK NO.2 IS 54 FEET WEST OF THE CENTER OF HIGHWAY 83 EB2625'AND 33 FEET NORTH OF THE CENTER OF HIGHWAY 501. THE MARK EB2625'PROJECTS 4 INCHES AND THE DISK IS STAMPED MAC NO 2 1949. EB2625' EB2625'THE AZIMUTH MARK IS 172 FEET SOUTHWEST OF THE SOUTHWEST CORNER EB2625'OF A HOUSE, 28 FEET EAST OF THE CENTER OF HIGHWAY 83 AND 3 FEET EB2625'SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES AND EB2625'THE DISK IS STAMPED MAC 1949. EB2625' EB2625'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON EB2625'HIGHWAY 83 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. EB2625' EB2625'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EB2625 EB2625 STATION RECOVERY (1972) EB2625 EB2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) EB2625'ALTHOUGH A THOROUGH SEARCH WAS MADE NO TRACE OF THE STATION MARK EB2625'OR REFERENCE MARKS COULD BE FOUND. THE CONCRETE MONUMENT OF EB2625'THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND AND THE DISK HAD EB2625'BEEN REMOVED. THE INTERSECTION AT THE SITE OF THE STATION HAS EB2625'BEEN RECONSTRUCTED WHICH PROBABLY DESTROYED THE MARKS. EB2625' EB2625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2625'5 MILES SOUTHWEST OF MAXTON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3909 *********************************************************************** EB3909 DESIGNATION - MAIN EB3909 PID - EB3909 EB3909 STATE/COUNTY- NC/ROBESON EB3909 USGS QUAD - RED SPRINGS (1974) EB3909 EB3909 *CURRENT SURVEY CONTROL EB3909 ___________________________________________________________________ EB3909* NAD 83(1986)- 34 48 54.51529(N) 079 10 57.20976(W) ADJUSTED EB3909* NAVD 88 - 62.146 (meters) 203.89 (feet) ADJUSTED EB3909 ___________________________________________________________________ EB3909 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB3909 GEOID HEIGHT- -33.00 (meters) GEOID03 EB3909 DYNAMIC HT - 62.088 (meters) 203.70 (feet) COMP EB3909 MODELED GRAV- 979,706.9 (mgal) NAVD 88 EB3909 EB3909 HORZ ORDER - SECOND EB3909 VERT ORDER - SECOND CLASS II EB3909 EB3909.The North Carolina HARNS have been completed but, EB3909.due to contractual restrictions, coordinates for these stations EB3909.will NOT be published in the near future. In the interim, the EB3909.published coordinates in North Carolina will not be EB3909.consistent with the Continuously Operating Reference Stations EB3909.(CORS). The HARN coordinates for these stations are available EB3909.upon request. Contact Gary Thompson(919-733-3836). EB3909. EB3909.In addition, the published North Carolina positions EB3909.(NAD 83 (1986)) are NOT consistent with those determined in EB3909.adjacent state readjustments. The discontinuity between stations EB3909.located in North Carolina and those in adjacent states EB3909.which have been adjusted to the HARN may be as much as 5 EB3909.decimeters. This will result in a significant loss of accuracy EB3909.over lines crossing such state borders. EB3909 EB3909 EB3909.The horizontal coordinates were established by classical geodetic methods EB3909.and adjusted by the National Geodetic Survey in April 1991. EB3909 EB3909.The orthometric height was determined by differential leveling EB3909.and adjusted by the National Geodetic Survey in October 1999. EB3909 EB3909.The Laplace correction was computed from DEFLEC99 derived deflections. EB3909 EB3909.The geoid height was determined by GEOID03. EB3909 EB3909.The dynamic height is computed by dividing the NAVD 88 EB3909.geopotential number by the normal gravity value computed on the EB3909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3909.degrees latitude (g = 980.6199 gals.). EB3909 EB3909.The modeled gravity was interpolated from observed gravity values. EB3909 EB3909; North East Units Scale Factor Converg. EB3909;SPC NC - 118,172.416 592,900.073 MT 0.99990144 -0 06 19.3 EB3909;SPC NC - 387,704.00 1,945,206.32 sFT 0.99990144 -0 06 19.3 EB3909;UTM 17 - 3,854,048.943 666,226.461 MT 0.99994056 +1 02 16.3 EB3909 EB3909! - Elev Factor x Scale Factor = Combined Factor EB3909!SPC NC - 0.99999542 x 0.99990144 = 0.99989687 EB3909!UTM 17 - 0.99999542 x 0.99994056 = 0.99993599 EB3909 EB3909 SUPERSEDED SURVEY CONTROL EB3909 EB3909 NGVD 29 (04/22/91) 62.5 (m) 205. (f) VERT ANG EB3909 EB3909.Superseded values are not recommended for survey control. EB3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3909.See file dsdata.txt to determine how the superseded data were derived. EB3909 EB3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6622654049(NAD 83) EB3909_MARKER: DH = HORIZONTAL CONTROL DISK EB3909_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EB3909_SP_SET: SIDEWALK EB3909_STAMPING: MAIN 1977 EB3909_MARK LOGO: NCGS EB3909_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB3909 EB3909 HISTORY - Date Condition Report By EB3909 HISTORY - 1977 MONUMENTED NCGS EB3909 HISTORY - 19881228 GOOD NCGS EB3909 HISTORY - 19960427 GOOD USPSQD EB3909 HISTORY - 19961114 GOOD USPSQD EB3909 EB3909 STATION DESCRIPTION EB3909 EB3909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3909'THE STATION IS LOCATED IN RED SPRINGS AT THE INTERSECTION OF MAIN EB3909'STREET AND 4TH AVENUE IN SIDEWALK ON NORTHEAST SIDE OF INTERSECTION. EB3909' EB3909'STATION MARK IS A STANDARD DISK STAMPED---MAIN 1977---SET FLUSH IN EB3909'DRILL HOLE. THE MARK IS 27.4 FEET NORTH OF CENTERLINE OF 4TH AVENUE, EB3909'31.0 FEET EAST OF CENTERLINE OF MAIN STREET, 2.3 FEET WEST OF EB3909'SOUTHWEST CORNER OF FIRST UNION NATIONAL BANK, 8.7 FEET EAST-SOUTHEAST EB3909'OF TRAFFIC LIGHT POLE WITH REFERENCE TAG AND 42.1 FEET NORTHWEST OF A EB3909'POWER POLE WITH A REFERENCE TAG. EB3909 EB3909 STATION RECOVERY (1988) EB3909 EB3909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3909'STATION IS LOCATED IN RED SPRINGS. AT THE INTERSECTION OF MAIN STREET EB3909'AND 4TH AVENUE, IN THE SIDEWALK ON THE NORTHEAST SIDE OF THE EB3909'INTERSECTION. MARK IS 27.4 FT (8.4 M) NORTH OF THE CENTERLINE OF 4TH EB3909'AVENUE, 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF MAIN STREET, 2.3 FT EB3909'(0.7 M) WEST OF SOUTHWEST CORNER OF THE FIRST UNION NATIONAL BANK--AND EB3909'8.7 FT (2.7 M) EAST-SOUTHEAST OF A TRAFFIC LIGHT POLE, 42.1 FT (12.8 EB3909'M) NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. EB3909 EB3909 STATION RECOVERY (1996) EB3909 EB3909'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3909'RECOVERED IN GOOD CONDITION. EB3909 EB3909 STATION RECOVERY (1996) EB3909 EB3909'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3909'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3910 *********************************************************************** EB3910 DESIGNATION - MANNING EB3910 PID - EB3910 EB3910 STATE/COUNTY- NC/ROBESON EB3910 USGS QUAD - JOHNS (1971) EB3910 EB3910 *CURRENT SURVEY CONTROL EB3910 ___________________________________________________________________ EB3910* NAD 83(1986)- 34 39 52.93523(N) 079 23 43.12457(W) ADJUSTED EB3910* NAVD 88 - 53.8 (meters) 177. (feet) VERTCON EB3910 ___________________________________________________________________ EB3910 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB3910 GEOID HEIGHT- -32.59 (meters) GEOID03 EB3910 EB3910 HORZ ORDER - SECOND EB3910 EB3910.The North Carolina HARNS have been completed but, EB3910.due to contractual restrictions, coordinates for these stations EB3910.will NOT be published in the near future. In the interim, the EB3910.published coordinates in North Carolina will not be EB3910.consistent with the Continuously Operating Reference Stations EB3910.(CORS). The HARN coordinates for these stations are available EB3910.upon request. Contact Gary Thompson(919-733-3836). EB3910. EB3910.In addition, the published North Carolina positions EB3910.(NAD 83 (1986)) are NOT consistent with those determined in EB3910.adjacent state readjustments. The discontinuity between stations EB3910.located in North Carolina and those in adjacent states EB3910.which have been adjusted to the HARN may be as much as 5 EB3910.decimeters. This will result in a significant loss of accuracy EB3910.over lines crossing such state borders. EB3910 EB3910 EB3910.The horizontal coordinates were established by classical geodetic methods EB3910.and adjusted by the National Geodetic Survey in April 1991. EB3910 EB3910.The NAVD 88 height was computed by applying the VERTCON shift value to EB3910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3910 EB3910.The Laplace correction was computed from DEFLEC99 derived deflections. EB3910 EB3910.The geoid height was determined by GEOID03. EB3910 EB3910; North East Units Scale Factor Converg. EB3910;SPC NC - 101,541.595 573,370.113 MT 0.99992472 -0 13 41.4 EB3910;SPC NC - 333,141.05 1,881,131.78 sFT 0.99992472 -0 13 41.4 EB3910;SPC SC - 315,141.535 756,669.951 MT 0.99994443 +0 53 22.7 EB3910;SPC SC - 1,033,928.92 2,482,512.96 iFT 0.99994443 +0 53 22.7 EB3910;UTM 17 - 3,837,032.334 647,032.043 MT 0.99986646 +0 54 46.3 EB3910 EB3910! - Elev Factor x Scale Factor = Combined Factor EB3910!SPC NC - 0.99999667 x 0.99992472 = 0.99992139 EB3910!SPC SC - 0.99999667 x 0.99994443 = 0.99994110 EB3910!UTM 17 - 0.99999667 x 0.99986646 = 0.99986313 EB3910 EB3910 SUPERSEDED SURVEY CONTROL EB3910 EB3910 NGVD 29 (04/22/91) 54.1 (m) 177. (f) VERT ANG EB3910 EB3910.Superseded values are not recommended for survey control. EB3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3910.See file dsdata.txt to determine how the superseded data were derived. EB3910 EB3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4703237032(NAD 83) EB3910_MARKER: DE = TRAVERSE STATION DISK EB3910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3910_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3910_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3910+STABILITY: SURFACE MOTION EB3910 EB3910 HISTORY - Date Condition Report By EB3910 HISTORY - 1977 MONUMENTED NCGS EB3910 EB3910 STATION DESCRIPTION EB3910 EB3910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3910'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES SOUTH-SOUTHWEST OF EB3910'MAXTON AND 3.3 MILES NORTHWEST OF RAEMON. EB3910' EB3910'THE STATION IS IN THE EAST QUADRANT OF US 501 AND NC 83 CROSSROADS EB3910'SOUTHWEST OF MAXTON IN A TRAFFIC ISLAND AND IN FRONT OF MANNINGS EB3910'STORE. EB3910' EB3910'STATION MARK IS A STANDARD DISK STAMPED---MANNING 1977---SET IN THE EB3910'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3910'SURFACE. THE MARK IS 26.2 FEET NORTHEAST OF CENTERLINE OF US 501, 79.5 EB3910'FEET SOUTHEAST OF CENTERLINE OF NC 83, 54.9 FEET SOUTHWEST OF EB3910'SOUTHEAST CORNER OF STORE, 16.2 FEET SOUTH OF METAL SIGN POST, 69.2 EB3910'FEET SOUTH-SOUTHWEST OF A 24 INCH TWIN CHINA BERRY WITH REFERENCE TAG EB3910'AND 43.5 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1631 *********************************************************************** EB1631 DESIGNATION - MANSION EB1631 PID - EB1631 EB1631 STATE/COUNTY- NC/ROBESON EB1631 USGS QUAD - MAXTON (1982) EB1631 EB1631 *CURRENT SURVEY CONTROL EB1631 ___________________________________________________________________ EB1631* NAD 83(1986)- 34 43 20.53345(N) 079 19 20.18252(W) ADJUSTED EB1631* NAVD 88 - 58.783 (meters) 192.86 (feet) ADJUSTED EB1631 ___________________________________________________________________ EB1631 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EB1631 GEOID HEIGHT- -32.74 (meters) GEOID03 EB1631 DYNAMIC HT - 58.728 (meters) 192.68 (feet) COMP EB1631 MODELED GRAV- 979,693.3 (mgal) NAVD 88 EB1631 EB1631 HORZ ORDER - SECOND EB1631 VERT ORDER - SECOND CLASS I EB1631 EB1631.The North Carolina HARNS have been completed but, EB1631.due to contractual restrictions, coordinates for these stations EB1631.will NOT be published in the near future. In the interim, the EB1631.published coordinates in North Carolina will not be EB1631.consistent with the Continuously Operating Reference Stations EB1631.(CORS). The HARN coordinates for these stations are available EB1631.upon request. Contact Gary Thompson(919-733-3836). EB1631. EB1631.In addition, the published North Carolina positions EB1631.(NAD 83 (1986)) are NOT consistent with those determined in EB1631.adjacent state readjustments. The discontinuity between stations EB1631.located in North Carolina and those in adjacent states EB1631.which have been adjusted to the HARN may be as much as 5 EB1631.decimeters. This will result in a significant loss of accuracy EB1631.over lines crossing such state borders. EB1631 EB1631 EB1631.The horizontal coordinates were established by classical geodetic methods EB1631.and adjusted by the National Geodetic Survey in April 1991. EB1631 EB1631.The orthometric height was determined by differential leveling EB1631.and adjusted by the National Geodetic Survey in June 1991. EB1631 EB1631.The Laplace correction was computed from DEFLEC99 derived deflections. EB1631 EB1631.The geoid height was determined by GEOID03. EB1631 EB1631.The dynamic height is computed by dividing the NAVD 88 EB1631.geopotential number by the normal gravity value computed on the EB1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1631.degrees latitude (g = 980.6199 gals.). EB1631 EB1631.The modeled gravity was interpolated from observed gravity values. EB1631 EB1631; North East Units Scale Factor Converg. EB1631;SPC NC - 107,914.049 580,085.054 MT 0.99991499 -0 11 09.6 EB1631;SPC NC - 354,048.01 1,903,162.38 sFT 0.99991499 -0 11 09.6 EB1631;UTM 17 - 3,843,537.017 653,618.439 MT 0.99989087 +0 57 21.0 EB1631 EB1631! - Elev Factor x Scale Factor = Combined Factor EB1631!SPC NC - 0.99999591 x 0.99991499 = 0.99991090 EB1631!UTM 17 - 0.99999591 x 0.99989087 = 0.99988678 EB1631 EB1631 SUPERSEDED SURVEY CONTROL EB1631 EB1631 NGVD 29 (10/06/93) 59.066 (m) 193.79 (f) ADJUSTED 2 1 EB1631 EB1631.Superseded values are not recommended for survey control. EB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1631.See file dsdata.txt to determine how the superseded data were derived. EB1631 EB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5361843537(NAD 83) EB1631_MARKER: DE = TRAVERSE STATION DISK EB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1631_SP_SET: CONCRETE POST EB1631_STAMPING: MANSION 1977 EB1631_MARK LOGO: NCGS EB1631_PROJECTION: RECESSED 15 CENTIMETERS EB1631_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1631+STABILITY: SURFACE MOTION EB1631 EB1631 HISTORY - Date Condition Report By EB1631 HISTORY - 1977 MONUMENTED NCGS EB1631 HISTORY - 1978 GOOD NCGS EB1631 HISTORY - 20010306 MARK NOT FOUND NCGS EB1631 EB1631 STATION DESCRIPTION EB1631 EB1631'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1631'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF MAXTON EB1631'AND 0.6 MILE WEST OF ALMA. EB1631' EB1631'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN EB1631'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.8 MILES TO STATION IN EB1631'SHOULDER ON WEST SIDE OF INTERSECTION WITH SR 1121 LEADING SOUTHWEST. EB1631' EB1631'STATION MARK IS A STANDARD DISK STAMPED---MANSION 1977---SET IN THE EB1631'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1631'SURFACE. THE MARK IS 21.2 FEET SOUTHWEST OF CENTERLINE OF US 74, EB1631'66.9 FEET NORTHWEST OF CENTERLINE OF SR 1121, 60.0 FEET WEST OF EB1631'SOUTHWEST CORNER OF WALKWAY TO RESIDENT, 94.5 FEET SOUTH OF TELEPHONE EB1631'POLE PEDESTAL 910, 106.4 FEET SOUTH-SOUTHWEST OF POWER POLE 4886 WITH EB1631'REFERENCE TAG AND 11.4 FEET EAST OF SIGN POST WITH REFERENCE TAG. EB1631 EB1631 STATION RECOVERY (1978) EB1631 EB1631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1631'1.8 MI SE FROM MAXTON. EB1631'1.8 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1631'ON WEST SIDE OF INTERSECTION WITH SR 1121 LEADING SOUTHWEST, 21.2 EB1631'FEET SOUTHWEST OF CENTERLINE OF U.S. 74, 66.9 FEET NORTHWEST OF EB1631'CENTERLINE OF SR 1121, 60.0 FEET WEST OF SOUTHWEST CORNER OF EB1631'WALKWAY TO RESIDENCE ACROSS U.S. 74, 94.5 FEET SOUTH OF TELEPHONE EB1631'PEDESTAL 910, 106.4 FEET SOUTH-SOUTHWEST OF POWER POLE 4886 WITH EB1631'REFERENCE TAG AND 11.4 FEET EAST OF SIGN POST WITH REFERENCE TAG. EB1631 EB1631 STATION RECOVERY (2001) EB1631 EB1631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB1631'STATION NOT FOUND. BELIEVED LOST TO WATERLINE INSTALLATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3911 *********************************************************************** EB3911 DESIGNATION - MAR EB3911 PID - EB3911 EB3911 STATE/COUNTY- NC/ROBESON EB3911 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3911 EB3911 *CURRENT SURVEY CONTROL EB3911 ___________________________________________________________________ EB3911* NAD 83(1986)- 34 40 28.05711(N) 079 02 28.27695(W) ADJUSTED EB3911* NAVD 88 - 43.991 (meters) 144.33 (feet) ADJUSTED EB3911 ___________________________________________________________________ EB3911 LAPLACE CORR- -5.63 (seconds) DEFLEC99 EB3911 GEOID HEIGHT- -33.73 (meters) GEOID03 EB3911 DYNAMIC HT - 43.949 (meters) 144.19 (feet) COMP EB3911 MODELED GRAV- 979,671.7 (mgal) NAVD 88 EB3911 EB3911 HORZ ORDER - SECOND EB3911 VERT ORDER - SECOND CLASS II EB3911 EB3911.The North Carolina HARNS have been completed but, EB3911.due to contractual restrictions, coordinates for these stations EB3911.will NOT be published in the near future. In the interim, the EB3911.published coordinates in North Carolina will not be EB3911.consistent with the Continuously Operating Reference Stations EB3911.(CORS). The HARN coordinates for these stations are available EB3911.upon request. Contact Gary Thompson(919-733-3836). EB3911. EB3911.In addition, the published North Carolina positions EB3911.(NAD 83 (1986)) are NOT consistent with those determined in EB3911.adjacent state readjustments. The discontinuity between stations EB3911.located in North Carolina and those in adjacent states EB3911.which have been adjusted to the HARN may be as much as 5 EB3911.decimeters. This will result in a significant loss of accuracy EB3911.over lines crossing such state borders. EB3911 EB3911 EB3911.The horizontal coordinates were established by classical geodetic methods EB3911.and adjusted by the National Geodetic Survey in April 1991. EB3911 EB3911.The orthometric height was determined by differential leveling EB3911.and adjusted by the National Geodetic Survey in October 1999. EB3911 EB3911.The Laplace correction was computed from DEFLEC99 derived deflections. EB3911 EB3911.The geoid height was determined by GEOID03. EB3911 EB3911.The dynamic height is computed by dividing the NAVD 88 EB3911.geopotential number by the normal gravity value computed on the EB3911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3911.degrees latitude (g = 980.6199 gals.). EB3911 EB3911.The modeled gravity was interpolated from observed gravity values. EB3911 EB3911; North East Units Scale Factor Converg. EB3911;SPC NC - 102,552.442 605,826.699 MT 0.99992300 -0 01 25.6 EB3911;SPC NC - 336,457.47 1,987,616.43 sFT 0.99992300 -0 01 25.6 EB3911;UTM 17 - 3,838,688.579 679,462.286 MT 0.99999698 +1 06 52.9 EB3911 EB3911! - Elev Factor x Scale Factor = Combined Factor EB3911!SPC NC - 0.99999839 x 0.99992300 = 0.99992139 EB3911!UTM 17 - 0.99999839 x 0.99999698 = 0.99999537 EB3911 EB3911 SUPERSEDED SURVEY CONTROL EB3911 EB3911 NGVD 29 (04/22/91) 44.4 (m) 146. (f) VERT ANG EB3911 EB3911.Superseded values are not recommended for survey control. EB3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3911.See file dsdata.txt to determine how the superseded data were derived. EB3911 EB3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7946238689(NAD 83) EB3911_MARKER: DH = HORIZONTAL CONTROL DISK EB3911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3911_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3911_STAMPING: MAR 1977 EB3911_MARK LOGO: NCGS EB3911_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3911+STABILITY: SURFACE MOTION EB3911 EB3911 HISTORY - Date Condition Report By EB3911 HISTORY - 1977 MONUMENTED NCGS EB3911 HISTORY - 19881228 GOOD NCGS EB3911 EB3911 STATION DESCRIPTION EB3911 EB3911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3911'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTH-NORTHWEST OF EB3911'LUMBERTON AND 12.5 MILES SOUTHEAST OF RED SPRINGS. EB3911' EB3911'TO REACH STATION FROM THE NC 211 OVERPASS OF I 95 IN LUMBERTON, EB3911'PROCEED NORTHWEST OF NC 211 FOR 2.5 MILES TO SR 1530 CROSSROAD TO EB3911'STATION ON RIGHT IN SHOULDER AT THE DRIVEWAY IN FRONT OF A BRICK EB3911'RESIDENCE ON EAST SIDE ON INTERSECTION. EB3911' EB3911'STATION MARK IS A STANDARD DISK STAMPED---MAR 1977---SET IN THE TOP EB3911'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3911'THE MARK IS 19.8 FEET NORTHEAST OF CENTERLINE OF NC 211, 11.8 FEET EB3911'SOUTH-SOUTHEAST OF CENTERLINE OF A CONCRETE DRIVE TO CHAVIS RESIDENCE, EB3911'5.2 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF DRIVE CULVERT, 65.0 FEET EB3911'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF RESIDENCE, 67.7 FEET EB3911'WEST-NORTHWEST OF A POWER POLE WITH REFERENCE TAG AND 47.4 FEET EB3911'NORTH-NORTHWEST OF CENTERLINE OF DRIVE TO A POWER SUBSTATION. EB3911 EB3911 STATION RECOVERY (1988) EB3911 EB3911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3911'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF LUMBERTON EB3911'AND 12.5 MI (20.1 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 FOR 2.5 EB3911'MI (4.0 KM) NORTHWEST FROM THE OVERPASS OF I 95 (IN LUMBERTON), AT SR EB3911'1530, IN THE RIGHT SHOULDER, AT THE DRIVEWAY IN FRONT OF A BRICK EB3911'RESIDENCE ON THE EAST SIDE OF THE INTERSECTION. MARK IS 1-FOOT BELOW EB3911'HIGHWAY AND RECESSED 6 INCHES BELOW GROUND. LOCATED 19.8 FT (6.0 M) EB3911'NORTHEAST OF THE CENTERLINE OF NC 211, 11.8 FT (3.6 M) SOUTH-SOUTHEAST EB3911'OF CENTERLINE OF A CONCRETE DRIVE TO CHAVIS RESIDENCE, 5.2 FT (1.6 M) EB3911'SOUTH-SOUTHWEST OF THE SOUTH END OF DRIVE CULVERT, 65.0 FT (19.8 M) EB3911'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF RESIDENCE, 47.4 FT (14.4 M) EB3911'NORTH-NORTHWEST OF CENTERLINE OF DRIVE TO A POWER SUBSTATION, 104.4 FT EB3911'(31.8 M) SOUTH OF A FIRE HYDRANT--AND 67.7 FT (20.6 M) WEST-NORTHWEST EB3911'OF A POWER POLE, 14.7 FT (4.5 M) WEST OF A 15-INCH PINE--BOTH WITH EB3911'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2537 *********************************************************************** EB2537 DESIGNATION - MARSH EB2537 PID - EB2537 EB2537 STATE/COUNTY- NC/ROBESON EB2537 USGS QUAD - SAINT PAULS (1986) EB2537 EB2537 *CURRENT SURVEY CONTROL EB2537 ___________________________________________________________________ EB2537* NAD 83(1986)- 34 51 50.75343(N) 078 58 31.39063(W) ADJUSTED EB2537* NAVD 88 - 46.7 (meters) 153. (feet) VERTCON EB2537 ___________________________________________________________________ EB2537 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB2537 GEOID HEIGHT- -33.55 (meters) GEOID03 EB2537 EB2537 HORZ ORDER - SECOND EB2537 EB2537.The North Carolina HARNS have been completed but, EB2537.due to contractual restrictions, coordinates for these stations EB2537.will NOT be published in the near future. In the interim, the EB2537.published coordinates in North Carolina will not be EB2537.consistent with the Continuously Operating Reference Stations EB2537.(CORS). The HARN coordinates for these stations are available EB2537.upon request. Contact Gary Thompson(919-733-3836). EB2537. EB2537.In addition, the published North Carolina positions EB2537.(NAD 83 (1986)) are NOT consistent with those determined in EB2537.adjacent state readjustments. The discontinuity between stations EB2537.located in North Carolina and those in adjacent states EB2537.which have been adjusted to the HARN may be as much as 5 EB2537.decimeters. This will result in a significant loss of accuracy EB2537.over lines crossing such state borders. EB2537 EB2537 EB2537.The horizontal coordinates were established by classical geodetic methods EB2537.and adjusted by the National Geodetic Survey in July 1986. EB2537 EB2537.The NAVD 88 height was computed by applying the VERTCON shift value to EB2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2537 EB2537.The Laplace correction was computed from DEFLEC99 derived deflections. EB2537 EB2537.The geoid height was determined by GEOID03. EB2537 EB2537; North East Units Scale Factor Converg. EB2537;SPC NC - 123,587.742 611,851.634 MT 0.99989534 +0 00 51.1 EB2537;SPC NC - 405,470.78 2,007,383.24 sFT 0.99989534 +0 00 51.1 EB2537;UTM 17 - 3,859,841.816 685,067.746 MT 1.00002215 +1 09 27.6 EB2537 EB2537! - Elev Factor x Scale Factor = Combined Factor EB2537!SPC NC - 0.99999793 x 0.99989534 = 0.99989327 EB2537!UTM 17 - 0.99999793 x 1.00002215 = 1.00002008 EB2537 EB2537: Primary Azimuth Mark Grid Az EB2537:SPC NC - SESSOME 204 57 39.4 EB2537:UTM 17 - SESSOME 203 49 02.9 EB2537 EB2537|---------------------------------------------------------------------| EB2537| PID Reference Object Distance Geod. Az | EB2537| dddmmss.s | EB2537| EB2538 GULF 302.563 METERS 00737 | EB2537| EB2536 SESSOME APPROX. 0.8 KM 2045830.5 | EB2537|---------------------------------------------------------------------| EB2537 EB2537 SUPERSEDED SURVEY CONTROL EB2537 EB2537 NAD 27 - 34 51 50.16547(N) 078 58 32.28496(W) AD( ) 2 EB2537 NGVD 29 (07/19/86) 47.0 (m) 154. (f) VERT ANG EB2537 EB2537.Superseded values are not recommended for survey control. EB2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2537.See file dsdata.txt to determine how the superseded data were derived. EB2537 EB2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8506859842(NAD 83) EB2537_MARKER: DE = TRAVERSE STATION DISK EB2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2537_STAMPING: MARSH 1969 EB2537_MARK LOGO: NCGS EB2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2537+STABILITY: SURFACE MOTION EB2537 EB2537 HISTORY - Date Condition Report By EB2537 HISTORY - 1969 MONUMENTED NCGS EB2537 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2537 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2537 EB2537 STATION DESCRIPTION EB2537 EB2537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2537'MARSH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2537'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2537' EB2537'MARSH IS LOCATED APPROXIMATELY 3.9 MILES NORTHWEST OF ST. PAULS AND EB2537'3.25 MILES EAST OF PARKTON. TO REACH STATION PROCEED FROM THE EB2537'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES NORTHWEST EB2537'OF ST. PAULS, GO NORTHWEST ON US 301 FOR 1.45 MILES TO INTERSECTION EB2537'OF US 301 AND SR 1726, CONTINUE NORTHWEST ON US 301 FOR 0.7 MILE EB2537'TO SECOND BRIDGE OVER LITTLE MARSH SWAMP, CONTINUE ON US 301 EB2537'FOR 0.05 MILE TO STATION ON RIGHT, AND 0.2 MILE SOUTHEAST OF EB2537'INTERSECTION OF US 301 AND SR 1979. EB2537' EB2537'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MARSH EB2537'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2537'FLUSH WITH THE SURFACE OF THE GROUND. EB2537' EB2537'MARK IS EB2537' EB2537'15.1 FEET ESE OF C/L OF US 301. EB2537'82.4 FEET SSW OF TP NO. 127 WITH ALUMINUM REF. TAG. EB2537'157.8 FEET NNE OF NE CORNER OF BRIDGE. EB2537'159.0 FEET NE OF NW CORNER OF BRIDGE. EB2537'3.0 FEET WNW OF EDGE OF BANK. EB2537'166.0 FEET N OF TP NO. 128 WITH ALUMINUM REF. TAG. EB2537 EB2537 STATION RECOVERY (1995) EB2537 EB2537'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2537'MARK NOT FOUND. EB2537 EB2537 STATION RECOVERY (2004) EB2537 EB2537'RECOVERY NOTE BY US POWER SQUADRON 2004 (NWC) EB2537'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3912 *********************************************************************** EB3912 DESIGNATION - MARVAL EB3912 PID - EB3912 EB3912 STATE/COUNTY- NC/ROBESON EB3912 USGS QUAD - RENNERT (1972) EB3912 EB3912 *CURRENT SURVEY CONTROL EB3912 ___________________________________________________________________ EB3912* NAD 83(1986)- 34 52 05.25540(N) 079 06 13.61113(W) ADJUSTED EB3912* NAVD 88 - 57.7 (meters) 189. (feet) VERTCON EB3912 ___________________________________________________________________ EB3912 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EB3912 GEOID HEIGHT- -33.14 (meters) GEOID03 EB3912 EB3912 HORZ ORDER - SECOND EB3912 EB3912.The North Carolina HARNS have been completed but, EB3912.due to contractual restrictions, coordinates for these stations EB3912.will NOT be published in the near future. In the interim, the EB3912.published coordinates in North Carolina will not be EB3912.consistent with the Continuously Operating Reference Stations EB3912.(CORS). The HARN coordinates for these stations are available EB3912.upon request. Contact Gary Thompson(919-733-3836). EB3912. EB3912.In addition, the published North Carolina positions EB3912.(NAD 83 (1986)) are NOT consistent with those determined in EB3912.adjacent state readjustments. The discontinuity between stations EB3912.located in North Carolina and those in adjacent states EB3912.which have been adjusted to the HARN may be as much as 5 EB3912.decimeters. This will result in a significant loss of accuracy EB3912.over lines crossing such state borders. EB3912 EB3912 EB3912.The horizontal coordinates were established by classical geodetic methods EB3912.and adjusted by the National Geodetic Survey in April 1991. EB3912 EB3912.The NAVD 88 height was computed by applying the VERTCON shift value to EB3912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3912 EB3912.The Laplace correction was computed from DEFLEC99 derived deflections. EB3912 EB3912.The geoid height was determined by GEOID03. EB3912 EB3912; North East Units Scale Factor Converg. EB3912;SPC NC - 124,039.271 600,113.079 MT 0.99989487 -0 03 35.6 EB3912;SPC NC - 406,952.17 1,968,870.99 sFT 0.99989487 -0 03 35.6 EB3912;UTM 17 - 3,860,058.947 673,321.332 MT 0.99997025 +1 05 03.5 EB3912 EB3912! - Elev Factor x Scale Factor = Combined Factor EB3912!SPC NC - 0.99999615 x 0.99989487 = 0.99989102 EB3912!UTM 17 - 0.99999615 x 0.99997025 = 0.99996640 EB3912 EB3912 SUPERSEDED SURVEY CONTROL EB3912 EB3912 NGVD 29 (04/22/91) 58.0 (m) 190. (f) VERT ANG EB3912 EB3912.Superseded values are not recommended for survey control. EB3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3912.See file dsdata.txt to determine how the superseded data were derived. EB3912 EB3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7332160059(NAD 83) EB3912_MARKER: DE = TRAVERSE STATION DISK EB3912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3912_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3912_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3912+STABILITY: SURFACE MOTION EB3912 EB3912 HISTORY - Date Condition Report By EB3912 HISTORY - 1977 MONUMENTED NCGS EB3912 HISTORY - 19970426 GOOD USPSQD EB3912 EB3912 STATION DESCRIPTION EB3912 EB3912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3912'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF SHANNON EB3912'AND 2.3 MILES SOUTHWEST OF LUMBER BRIDGE. EB3912' EB3912'TO REACH STATION FROM NC 20-NC 71 CROSSROAD AT LUMBER BRIDGE, PROCEED EB3912'SOUTHWEST ALONG NC 71 FOR 2.3 MILES TO STATION ON RIGHT IN NORTHEAST EB3912'SHOULDER OF LUMBER FARM MARVAL PLANT ROAD APPROXIMATELY MIDWAY BETWEEN EB3912'NC 71 AND SCL RAILROAD. EB3912' EB3912'STATION MARK IS A STANDARD DISK STAMPED---MARVAL 1977---SET IN THE EB3912'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3912'THE MARK IS 145.0 FEET NORTHWEST OF CENTERLINE NC 71, 25.1 FEET EB3912'NORTHEAST OF CENTERLINE PAVED ROAD, 117.0 FEET SOUTHEAST OF SOUTHEAST EB3912'RAIL OF TRACKS, 127.7 FEET WEST OF POWER POLE 3245 WITH REFERENCE TAG EB3912'AND 128.8 FEET SOUTHWEST OF A 30 INCH PINE WITH REFERENCE TAG. EB3912 EB3912 STATION RECOVERY (1997) EB3912 EB3912'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3912'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3913 *********************************************************************** EB3913 DESIGNATION - MATT EB3913 PID - EB3913 EB3913 STATE/COUNTY- NC/ROBESON EB3913 USGS QUAD - RED SPRINGS (1974) EB3913 EB3913 *CURRENT SURVEY CONTROL EB3913 ___________________________________________________________________ EB3913* NAD 83(1986)- 34 50 52.25698(N) 079 08 22.13698(W) ADJUSTED EB3913* NAVD 88 - 62.3 (meters) 204. (feet) VERTCON EB3913 ___________________________________________________________________ EB3913 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EB3913 GEOID HEIGHT- -33.07 (meters) GEOID03 EB3913 EB3913 HORZ ORDER - SECOND EB3913 EB3913.The North Carolina HARNS have been completed but, EB3913.due to contractual restrictions, coordinates for these stations EB3913.will NOT be published in the near future. In the interim, the EB3913.published coordinates in North Carolina will not be EB3913.consistent with the Continuously Operating Reference Stations EB3913.(CORS). The HARN coordinates for these stations are available EB3913.upon request. Contact Gary Thompson(919-733-3836). EB3913. EB3913.In addition, the published North Carolina positions EB3913.(NAD 83 (1986)) are NOT consistent with those determined in EB3913.adjacent state readjustments. The discontinuity between stations EB3913.located in North Carolina and those in adjacent states EB3913.which have been adjusted to the HARN may be as much as 5 EB3913.decimeters. This will result in a significant loss of accuracy EB3913.over lines crossing such state borders. EB3913 EB3913 EB3913.The horizontal coordinates were established by classical geodetic methods EB3913.and adjusted by the National Geodetic Survey in April 1991. EB3913 EB3913.The NAVD 88 height was computed by applying the VERTCON shift value to EB3913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3913 EB3913.The Laplace correction was computed from DEFLEC99 derived deflections. EB3913 EB3913.The geoid height was determined by GEOID03. EB3913 EB3913; North East Units Scale Factor Converg. EB3913;SPC NC - 121,793.979 596,845.908 MT 0.99989728 -0 04 49.8 EB3913;SPC NC - 399,585.75 1,958,151.95 sFT 0.99989728 -0 04 49.8 EB3913;UTM 17 - 3,857,748.715 670,099.425 MT 0.99995662 +1 03 48.1 EB3913 EB3913! - Elev Factor x Scale Factor = Combined Factor EB3913!SPC NC - 0.99999541 x 0.99989728 = 0.99989269 EB3913!UTM 17 - 0.99999541 x 0.99995662 = 0.99995203 EB3913 EB3913 SUPERSEDED SURVEY CONTROL EB3913 EB3913 NGVD 29 (04/22/91) 62.6 (m) 205. (f) VERT ANG EB3913 EB3913.Superseded values are not recommended for survey control. EB3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3913.See file dsdata.txt to determine how the superseded data were derived. EB3913 EB3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7009957749(NAD 83) EB3913_MARKER: DE = TRAVERSE STATION DISK EB3913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3913_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3913_STAMPING: MATT 1977 EB3913_MARK LOGO: NCGS EB3913_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3913+STABILITY: SURFACE MOTION EB3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3913+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 EB3913 EB3913 HISTORY - Date Condition Report By EB3913 HISTORY - 1977 MONUMENTED NCGS EB3913 HISTORY - 20010319 GOOD NCGS EB3913 EB3913 STATION DESCRIPTION EB3913 EB3913'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3913'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES NORTHEAST OF RED EB3913'SPRINGS AND 0.1 MILE WEST OF SHANNON. EB3913' EB3913'TO REACH STATION FROM INTERSECTION OF NC 71 WITH SR 1001 IN SHANNON, EB3913'PROCEED WEST ALONG NC 71 FOR 0.15 MILE TO STATION IN RIGHT SHOULDER EB3913'AND APPROXIMATELY 400 FEET WEST OF THE SHANNON FIRE DEPARTMENT. EB3913' EB3913'STATION MARK IS A STANDARD DISK STAMPED---MATT 1977---SET IN THE TOP EB3913'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3913'THE MARK IS 21.1 FEET NORTH OF CENTERLINE OF NC 71, 101.5 FEET EB3913'WEST-SOUTHWEST OF FENCE POST WITH REFERENCE TAG, 37.7 FEET EB3913'EAST-SOUTHEAST OF FENCE POST WITH REFERENCE TAG, 64.7 FEET EB3913'NORTH-NORTHWEST OF UNDER GROUND CABLE POST WITH REFERENCE TAG, 57.4 EB3913'FEET NORTHWEST OF METAL ROAD SIGN POST AND 199.5 FEET WEST OF WEST END EB3913'OF A CULVERT UNDER DRIVE TO A TWO STORY BLOCK RESIDENCE. EB3913 EB3913 STATION RECOVERY (2001) EB3913 EB3913'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3913'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3913'BOTH FENCE POSTS, THE UNDERGROUND CABLE POST, ALL THREE WITH REFERENCE EB3913'TAGS, AND THE METAL ROAD SIGN POST ARE ALL GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1627 *********************************************************************** EB1627 DESIGNATION - MAXTON AZ MK EB1627 PID - EB1627 EB1627 STATE/COUNTY- NC/ROBESON EB1627 USGS QUAD - MAXTON (1982) EB1627 EB1627 *CURRENT SURVEY CONTROL EB1627 ___________________________________________________________________ EB1627* NAD 83(1986)- 34 44 11.23564(N) 079 21 03.28848(W) ADJUSTED EB1627* NAVD 88 - 59.376 (meters) 194.80 (feet) ADJUSTED EB1627 ___________________________________________________________________ EB1627 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EB1627 GEOID HEIGHT- -32.67 (meters) GEOID03 EB1627 DYNAMIC HT - 59.320 (meters) 194.62 (feet) COMP EB1627 MODELED GRAV- 979,691.7 (mgal) NAVD 88 EB1627 EB1627 HORZ ORDER - SECOND EB1627 VERT ORDER - SECOND CLASS I EB1627 EB1627.The North Carolina HARNS have been completed but, EB1627.due to contractual restrictions, coordinates for these stations EB1627.will NOT be published in the near future. In the interim, the EB1627.published coordinates in North Carolina will not be EB1627.consistent with the Continuously Operating Reference Stations EB1627.(CORS). The HARN coordinates for these stations are available EB1627.upon request. Contact Gary Thompson(919-733-3836). EB1627. EB1627.In addition, the published North Carolina positions EB1627.(NAD 83 (1986)) are NOT consistent with those determined in EB1627.adjacent state readjustments. The discontinuity between stations EB1627.located in North Carolina and those in adjacent states EB1627.which have been adjusted to the HARN may be as much as 5 EB1627.decimeters. This will result in a significant loss of accuracy EB1627.over lines crossing such state borders. EB1627 EB1627 EB1627.The horizontal coordinates were established by classical geodetic methods EB1627.and adjusted by the National Geodetic Survey in April 1991. EB1627 EB1627.The orthometric height was determined by differential leveling EB1627.and adjusted by the National Geodetic Survey in June 1991. EB1627 EB1627.The Laplace correction was computed from DEFLEC99 derived deflections. EB1627 EB1627.The geoid height was determined by GEOID03. EB1627 EB1627.The dynamic height is computed by dividing the NAVD 88 EB1627.geopotential number by the normal gravity value computed on the EB1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1627.degrees latitude (g = 980.6199 gals.). EB1627 EB1627.The modeled gravity was interpolated from observed gravity values. EB1627 EB1627; North East Units Scale Factor Converg. EB1627;SPC NC - 109,485.209 577,467.472 MT 0.99991276 -0 12 09.1 EB1627;SPC NC - 359,202.72 1,894,574.53 sFT 0.99991276 -0 12 09.1 EB1627;UTM 17 - 3,845,055.650 650,970.135 MT 0.99988092 +0 56 23.4 EB1627 EB1627! - Elev Factor x Scale Factor = Combined Factor EB1627!SPC NC - 0.99999581 x 0.99991276 = 0.99990857 EB1627!UTM 17 - 0.99999581 x 0.99988092 = 0.99987673 EB1627 EB1627 SUPERSEDED SURVEY CONTROL EB1627 EB1627 NGVD 29 (10/06/93) 59.658 (m) 195.73 (f) ADJUSTED 2 1 EB1627 EB1627.Superseded values are not recommended for survey control. EB1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1627.See file dsdata.txt to determine how the superseded data were derived. EB1627 EB1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5097045056(NAD 83) EB1627_MARKER: DZ = AZIMUTH MARK DISK EB1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1627_SP_SET: CONCRETE POST EB1627_STAMPING: MAXTON 1949 EB1627_MARK LOGO: CGS EB1627_PROJECTION: PROJECTING 3 CENTIMETERS EB1627_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1627+STABILITY: SURFACE MOTION EB1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1627+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1999 EB1627 EB1627 HISTORY - Date Condition Report By EB1627 HISTORY - 1949 MONUMENTED CGS EB1627 HISTORY - 1977 GOOD NCGS EB1627 HISTORY - 1978 GOOD NCGS EB1627 HISTORY - 19991115 GOOD NCGS EB1627 EB1627 STATION DESCRIPTION EB1627 EB1627'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1627'THE STATION IS LOCATED IN MAXTON AT SAINT PAULS METHODIST CHURCH EB1627'BETWEEN SIDEWALK AND CURB OF SANDERS STREET, 23 FEET NORTHEAST OF END EB1627'OF SIDEWALK AT FLORENCE STREET. EB1627' EB1627'STATION MARK IS A STANDARD CGS DISK STAMPED---MAXTON 1949---SET IN EB1627'THE TOP OF A 12 INCH CONCRETE MONUMENT, PROJECTING 1 INCH ABOVE GROUND EB1627'SURFACE. THE MARK IS 33 FEET SOUTH OF SOUTHWEST CORNER OF CHURCH, 4.2 EB1627'FEET SOUTHEAST OF FIRE HYDRANT, 2.4 FEET SOUTHWEST OF EDGE OF SIDEWALK EB1627'AND 1.5 FEET NORTHWEST OF POWER POLE 51-6. EB1627 EB1627 STATION RECOVERY (1978) EB1627 EB1627'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1627'IN MAXTON. EB1627'IN MAXTON AT INTERSECTION OF FLORENCE STREET AND SANDERS STREET- EB1627'U.S. 74, BETWEEN SIDEWALK AND CURB OF SANDERS STREET AT SAINT EB1627'PAULS METHODIST CHURCH, 33.0 FEET SOUTH OF SOUTHWEST CORNER OF EB1627'CHURCH, 4.2 FEET SOUTHEAST OF FIRE HYDRANT, 2.4 FEET SOUTHWEST EB1627'OF EDGE OF SIDEWALK, 1.5 FEET NORTHWEST OF POWER POLE 51-6, EB1627'23.0 FEET NORTHEAST OF WEST END OF SIDEWALK ALONG SANDERS STREET EB1627'AT FLORENCE STREET AND 38.2 FEET NORTHEAST OF POWER POLE 4142. EB1627 EB1627 STATION RECOVERY (1999) EB1627 EB1627'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB1627'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2615 *********************************************************************** EB2615 DESIGNATION - MAXTON CAROLINA METH COLL DOME EB2615 PID - EB2615 EB2615 STATE/COUNTY- NC/ROBESON EB2615 USGS QUAD - MAXTON (1982) EB2615 EB2615 *CURRENT SURVEY CONTROL EB2615 ___________________________________________________________________ EB2615* NAD 83(1986)- 34 44 11.12055(N) 079 21 28.91293(W) ADJUSTED EB2615* NAVD 88 - EB2615 ___________________________________________________________________ EB2615 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB2615 GEOID HEIGHT- -32.65 (meters) GEOID03 EB2615 EB2615 HORZ ORDER - THIRD EB2615 EB2615.The North Carolina HARNS have been completed but, EB2615.due to contractual restrictions, coordinates for these stations EB2615.will NOT be published in the near future. In the interim, the EB2615.published coordinates in North Carolina will not be EB2615.consistent with the Continuously Operating Reference Stations EB2615.(CORS). The HARN coordinates for these stations are available EB2615.upon request. Contact Gary Thompson(919-733-3836). EB2615. EB2615.In addition, the published North Carolina positions EB2615.(NAD 83 (1986)) are NOT consistent with those determined in EB2615.adjacent state readjustments. The discontinuity between stations EB2615.located in North Carolina and those in adjacent states EB2615.which have been adjusted to the HARN may be as much as 5 EB2615.decimeters. This will result in a significant loss of accuracy EB2615.over lines crossing such state borders. EB2615 EB2615 EB2615.The horizontal coordinates were established by classical geodetic methods EB2615.and adjusted by the National Geodetic Survey in July 1986. EB2615 EB2615 EB2615.The Laplace correction was computed from DEFLEC99 derived deflections. EB2615 EB2615.The geoid height was determined by GEOID03. EB2615 EB2615; North East Units Scale Factor Converg. EB2615;SPC NC - 109,483.991 576,815.663 MT 0.99991277 -0 12 23.9 EB2615;SPC NC - 359,198.73 1,892,436.05 sFT 0.99991277 -0 12 23.9 EB2615;UTM 17 - 3,845,041.436 650,318.502 MT 0.99987850 +0 56 08.8 EB2615 EB2615 SUPERSEDED SURVEY CONTROL EB2615 EB2615 NAD 27 - 34 44 10.54400(N) 079 21 29.75600(W) AD( ) 3 EB2615 EB2615.Superseded values are not recommended for survey control. EB2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2615.See file dsdata.txt to determine how the superseded data were derived. EB2615 EB2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5031945041(NAD 83) EB2615_MARKER: 87 = DOME EB2615 EB2615 HISTORY - Date Condition Report By EB2615 HISTORY - 1949 FIRST OBSERVED CGS EB2615 HISTORY - 1968 GOOD CGS EB2615 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2615 EB2615 STATION DESCRIPTION EB2615 EB2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2615'STATION IS LOCATED IN THE TOWN OF MAXTON ABOUT 1/2 MILE WEST EB2615'OF STATE HIGHWAY 130, 300 FEET SOUTH OF BALDWIN STREET AND 250 EB2615'FEET WEST OF AUSTIN STREET. IT IS ABOUT 100 FEET HIGH, OF EB2615'WOOD CONSTRUCTION, PAINTED SILVER AND IS IN THE CENTER OF EB2615'BUILDING. POINT OF INTERSECTION WAS THE CENTER OF BALL ON TOP. EB2615 EB2615 STATION RECOVERY (1968) EB2615 EB2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2615'RECOVERED IN GOOD CONDITION, THE BUILDING IS NOW THAT OF THE EB2615'CAROLINA MILITARY ACADEMY. FROM THE ROOF OF THE MAIN BUILDING EB2615'A ROUND TOWER RISES, THE ROOF OF WHICH IS SUPPORTED BY PILLARS, EB2615'SUPPORTING A HEXAGONAL TOWER ABOVE WITH ROUND WINDOWS AND DOMED EB2615'ROOF WHICH SUPPORTS A SECOND SMALLER DOME, WITH SHORT FLAGPOLE EB2615'THAT TERMINATES IN A BALL. REPORTEDLY UNCHANGED SINCE 1949. EB2615' EB2615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2615'AT MAXTON. EB2615 EB2615 STATION RECOVERY (1997) EB2615 EB2615'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2615'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2616 *********************************************************************** EB2616 DESIGNATION - MAXTON MUNICIPAL TANK EB2616 PID - EB2616 EB2616 STATE/COUNTY- NC/ROBESON EB2616 USGS QUAD - MAXTON (1982) EB2616 EB2616 *CURRENT SURVEY CONTROL EB2616 ___________________________________________________________________ EB2616* NAD 83(1986)- 34 44 18.69740(N) 079 20 57.35057(W) ADJUSTED EB2616* NAVD 88 - EB2616 ___________________________________________________________________ EB2616 LAPLACE CORR- -3.78 (seconds) DEFLEC99 EB2616 GEOID HEIGHT- -32.67 (meters) GEOID03 EB2616 EB2616 HORZ ORDER - THIRD EB2616 EB2616.The North Carolina HARNS have been completed but, EB2616.due to contractual restrictions, coordinates for these stations EB2616.will NOT be published in the near future. In the interim, the EB2616.published coordinates in North Carolina will not be EB2616.consistent with the Continuously Operating Reference Stations EB2616.(CORS). The HARN coordinates for these stations are available EB2616.upon request. Contact Gary Thompson(919-733-3836). EB2616. EB2616.In addition, the published North Carolina positions EB2616.(NAD 83 (1986)) are NOT consistent with those determined in EB2616.adjacent state readjustments. The discontinuity between stations EB2616.located in North Carolina and those in adjacent states EB2616.which have been adjusted to the HARN may be as much as 5 EB2616.decimeters. This will result in a significant loss of accuracy EB2616.over lines crossing such state borders. EB2616 EB2616 EB2616.The horizontal coordinates were established by classical geodetic methods EB2616.and adjusted by the National Geodetic Survey in July 1986. EB2616 EB2616 EB2616.The Laplace correction was computed from DEFLEC99 derived deflections. EB2616 EB2616.The geoid height was determined by GEOID03. EB2616 EB2616; North East Units Scale Factor Converg. EB2616;SPC NC - 109,714.593 577,619.320 MT 0.99991244 -0 12 05.7 EB2616;SPC NC - 359,955.29 1,895,072.72 sFT 0.99991244 -0 12 05.7 EB2616;UTM 17 - 3,845,288.008 651,117.375 MT 0.99988147 +0 56 27.0 EB2616 EB2616 SUPERSEDED SURVEY CONTROL EB2616 EB2616 NAD 27 - 34 44 18.11900(N) 079 20 58.19500(W) AD( ) 3 EB2616 EB2616.Superseded values are not recommended for survey control. EB2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2616.See file dsdata.txt to determine how the superseded data were derived. EB2616 EB2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5111745288(NAD 83) EB2616_MARKER: 53 = ELEVATED TANK EB2616 EB2616 HISTORY - Date Condition Report By EB2616 HISTORY - 1949 FIRST OBSERVED CGS EB2616 HISTORY - 1968 GOOD CGS EB2616 HISTORY - 1990 GOOD USPSQD EB2616 HISTORY - 19970426 GOOD USPSQD EB2616 EB2616 STATION DESCRIPTION EB2616 EB2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2616'STATION IS LOCATED IN THE NORTHWEST SECTION OF THE VILLAGE OF EB2616'MAXTON ABOUT 0.05 MILE EAST OF NORTH FLORENCE STREET, 0.05 MILE EB2616'SOUTH OF GRAHAM STREET AND 0.05 MILE NORTH OF A RAILROAD. IT EB2616'IS ABOUT 130 FEET HIGH, OF STEEL CONSTRUCTION, HAS FOUR LEGS, EB2616'PAINTED BLACK WITH TWO RED LIGHTS ON TOP. POINT OF EB2616'INTERSECTION WAS THE CENTER OF A BALL ON TOP. EB2616 EB2616 STATION RECOVERY (1968) EB2616 EB2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2616'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT CURRENTLY EB2616'PAINTED ALUMINUM. IT IS ALSO IN REAR OF THE MAXTON VOLUNTEER EB2616'FIRE DEPARTMENT BUILDING. EB2616' EB2616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2616'AT MAXTON. EB2616 EB2616 STATION RECOVERY (1990) EB2616 EB2616'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP) EB2616'RECOVERED IN GOOD CONDITION. EB2616 EB2616 STATION RECOVERY (1997) EB2616 EB2616'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2616'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2617 *********************************************************************** EB2617 DESIGNATION - MAXTON OIL AND FERT CO TANK EB2617 PID - EB2617 EB2617 STATE/COUNTY- NC/ROBESON EB2617 USGS QUAD - MAXTON (1982) EB2617 EB2617 *CURRENT SURVEY CONTROL EB2617 ___________________________________________________________________ EB2617* NAD 83(1986)- 34 44 23.13411(N) 079 21 13.59238(W) ADJUSTED EB2617* NAVD 88 - EB2617 ___________________________________________________________________ EB2617 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EB2617 GEOID HEIGHT- -32.66 (meters) GEOID03 EB2617 EB2617 HORZ ORDER - THIRD EB2617 EB2617.The North Carolina HARNS have been completed but, EB2617.due to contractual restrictions, coordinates for these stations EB2617.will NOT be published in the near future. In the interim, the EB2617.published coordinates in North Carolina will not be EB2617.consistent with the Continuously Operating Reference Stations EB2617.(CORS). The HARN coordinates for these stations are available EB2617.upon request. Contact Gary Thompson(919-733-3836). EB2617. EB2617.In addition, the published North Carolina positions EB2617.(NAD 83 (1986)) are NOT consistent with those determined in EB2617.adjacent state readjustments. The discontinuity between stations EB2617.located in North Carolina and those in adjacent states EB2617.which have been adjusted to the HARN may be as much as 5 EB2617.decimeters. This will result in a significant loss of accuracy EB2617.over lines crossing such state borders. EB2617 EB2617 EB2617.The horizontal coordinates were established by classical geodetic methods EB2617.and adjusted by the National Geodetic Survey in July 1986. EB2617 EB2617 EB2617.The Laplace correction was computed from DEFLEC99 derived deflections. EB2617 EB2617.The geoid height was determined by GEOID03. EB2617 EB2617; North East Units Scale Factor Converg. EB2617;SPC NC - 109,852.763 577,206.683 MT 0.99991225 -0 12 15.1 EB2617;SPC NC - 360,408.61 1,893,718.93 sFT 0.99991225 -0 12 15.1 EB2617;UTM 17 - 3,845,417.919 650,702.079 MT 0.99987992 +0 56 17.8 EB2617 EB2617 SUPERSEDED SURVEY CONTROL EB2617 EB2617 NAD 27 - 34 44 22.55900(N) 079 21 14.43500(W) AD( ) 3 EB2617 EB2617.Superseded values are not recommended for survey control. EB2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2617.See file dsdata.txt to determine how the superseded data were derived. EB2617 EB2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5070245418(NAD 83) EB2617_MARKER: 53 = ELEVATED TANK EB2617 EB2617 HISTORY - Date Condition Report By EB2617 HISTORY - 1949 FIRST OBSERVED CGS EB2617 HISTORY - 1968 GOOD CGS EB2617 HISTORY - 1990 GOOD USPSQD EB2617 EB2617 STATION DESCRIPTION EB2617 EB2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2617'STATION IS LOCATED IN THE TOWN OF MAXTON ABOUT 0.05 MILE NORTH EB2617'OF CENTRAL STREET AND 0.05 MILE WEST OF SOUTH MC NAIR EB2617'STREET. IT IS ABOUT 60 FEET HIGH, OF STEEL CONSTRUCTION, EB2617'PAINTED SILVER AND HAS FOUR LEGS. POINT OF INTERSECTION WAS EB2617'THE CENTER OF A BALL ON TOP. EB2617 EB2617 STATION RECOVERY (1968) EB2617 EB2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2617'RECOVERED IN GOOD CONDITION AS DESCRIBED. ALSO ABOUT 200 EB2617'FEET NORTH OF THE SEABOARD AIRLINE RAILROAD TRACKS. EB2617' EB2617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2617'AT MAXTON. EB2617 EB2617 STATION RECOVERY (1990) EB2617 EB2617'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP) EB2617'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3914 *********************************************************************** EB3914 DESIGNATION - MAXTON SOUTHERN BELL MICROWAVE EB3914 PID - EB3914 EB3914 STATE/COUNTY- NC/ROBESON EB3914 USGS QUAD - MAXTON (1982) EB3914 EB3914 *CURRENT SURVEY CONTROL EB3914 ___________________________________________________________________ EB3914* NAD 83(1986)- 34 44 48.62373(N) 079 20 37.36252(W) ADJUSTED EB3914* NAVD 88 - EB3914 ___________________________________________________________________ EB3914 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EB3914 GEOID HEIGHT- -32.68 (meters) GEOID03 EB3914 EB3914 HORZ ORDER - THIRD EB3914 EB3914.The North Carolina HARNS have been completed but, EB3914.due to contractual restrictions, coordinates for these stations EB3914.will NOT be published in the near future. In the interim, the EB3914.published coordinates in North Carolina will not be EB3914.consistent with the Continuously Operating Reference Stations EB3914.(CORS). The HARN coordinates for these stations are available EB3914.upon request. Contact Gary Thompson(919-733-3836). EB3914. EB3914.In addition, the published North Carolina positions EB3914.(NAD 83 (1986)) are NOT consistent with those determined in EB3914.adjacent state readjustments. The discontinuity between stations EB3914.located in North Carolina and those in adjacent states EB3914.which have been adjusted to the HARN may be as much as 5 EB3914.decimeters. This will result in a significant loss of accuracy EB3914.over lines crossing such state borders. EB3914 EB3914 EB3914.The horizontal coordinates were established by classical geodetic methods EB3914.and adjusted by the National Geodetic Survey in April 1991. EB3914 EB3914 EB3914.The Laplace correction was computed from DEFLEC99 derived deflections. EB3914 EB3914.The geoid height was determined by GEOID03. EB3914 EB3914; North East Units Scale Factor Converg. EB3914;SPC NC - 110,634.927 578,130.926 MT 0.99991116 -0 11 54.2 EB3914;SPC NC - 362,974.76 1,896,751.21 sFT 0.99991116 -0 11 54.2 EB3914;UTM 17 - 3,846,218.332 651,610.514 MT 0.99988331 +0 56 39.1 EB3914 EB3914 SUPERSEDED SURVEY CONTROL EB3914 EB3914.No superseded survey control is available for this station. EB3914 EB3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5161146218(NAD 83) EB3914_MARKER: 45 = MICROWAVE TOWER EB3914 EB3914 HISTORY - Date Condition Report By EB3914 HISTORY - 1977 FIRST OBSERVED NCGS EB3914 HISTORY - 19970426 MARK NOT FOUND USPSQD EB3914 EB3914 STATION DESCRIPTION EB3914 EB3914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3914'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTH-NORTHEAST OF EB3914'MAXTON. EB3914' EB3914'THE STATION, MAXTON SOUTHERN BELL MICROWAVE, IS RED LIGHT ON TOP OF A EB3914'TOWER APPROXIMATELY 225 FEET TALL PAINTED ALTERNATELY RED AND WHITE, EB3914'LOCATED ON EAST SIDE OF NC 71 HIGHWAY, 0.8 MILE NORTH OF US 74 EB3914'JUNCTION IN MAXTON AND BEHIND A SMALL BLOCK BUILDING. EB3914 EB3914 STATION RECOVERY (1997) EB3914 EB3914'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3914'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3915 *********************************************************************** EB3915 DESIGNATION - MAXTON STEDMAN COMPANY TANK EB3915 PID - EB3915 EB3915 STATE/COUNTY- NC/ROBESON EB3915 USGS QUAD - MAXTON (1982) EB3915 EB3915 *CURRENT SURVEY CONTROL EB3915 ___________________________________________________________________ EB3915* NAD 83(1986)- 34 43 42.07736(N) 079 19 45.32832(W) ADJUSTED EB3915* NAVD 88 - EB3915 ___________________________________________________________________ EB3915 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3915 GEOID HEIGHT- -32.72 (meters) GEOID03 EB3915 EB3915 HORZ ORDER - THIRD EB3915 EB3915.The North Carolina HARNS have been completed but, EB3915.due to contractual restrictions, coordinates for these stations EB3915.will NOT be published in the near future. In the interim, the EB3915.published coordinates in North Carolina will not be EB3915.consistent with the Continuously Operating Reference Stations EB3915.(CORS). The HARN coordinates for these stations are available EB3915.upon request. Contact Gary Thompson(919-733-3836). EB3915. EB3915.In addition, the published North Carolina positions EB3915.(NAD 83 (1986)) are NOT consistent with those determined in EB3915.adjacent state readjustments. The discontinuity between stations EB3915.located in North Carolina and those in adjacent states EB3915.which have been adjusted to the HARN may be as much as 5 EB3915.decimeters. This will result in a significant loss of accuracy EB3915.over lines crossing such state borders. EB3915 EB3915 EB3915.The horizontal coordinates were established by classical geodetic methods EB3915.and adjusted by the National Geodetic Survey in April 1991. EB3915 EB3915 EB3915.The Laplace correction was computed from DEFLEC99 derived deflections. EB3915 EB3915.The geoid height was determined by GEOID03. EB3915 EB3915; North East Units Scale Factor Converg. EB3915;SPC NC - 108,579.973 579,447.525 MT 0.99991404 -0 11 24.1 EB3915;SPC NC - 356,232.79 1,901,070.75 sFT 0.99991404 -0 11 24.1 EB3915;UTM 17 - 3,844,190.087 652,967.782 MT 0.99988841 +0 57 07.1 EB3915 EB3915 SUPERSEDED SURVEY CONTROL EB3915 EB3915.No superseded survey control is available for this station. EB3915 EB3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5296844190(NAD 83) EB3915_MARKER: 53 = ELEVATED TANK EB3915 EB3915 HISTORY - Date Condition Report By EB3915 HISTORY - 1977 FIRST OBSERVED NCGS EB3915 HISTORY - 19970426 MARK NOT FOUND USPSQD EB3915 EB3915 STATION DESCRIPTION EB3915 EB3915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3915'THE STATION IS LOCATED APPROXIMATELY 1.2 MILE SOUTHEAST OF MAXTON. EB3915' EB3915'STATION IS THE BALL ON TOP OF THE STEDMAN UNDERWEAR/SPORTWEAR COMPANY EB3915'CYLINDRICAL WATER TANK SITUATED UPON FOUR STEEL LEGS WITH A CENTRAL EB3915'STANDPIPE AND GREEN IN COLOR. EB3915' EB3915'TO REACH STATION FROM THE US 74 AND NC 130 IN MAXTON,PROCEED EAST EB3915'ALONG US 74 FOR 1.25 MILE TO STATION ON LEFT. EB3915 EB3915 STATION RECOVERY (1997) EB3915 EB3915'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3915'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3916 *********************************************************************** EB3916 DESIGNATION - MAYNOR EB3916 PID - EB3916 EB3916 STATE/COUNTY- NC/ROBESON EB3916 USGS QUAD - PEMBROKE (1982) EB3916 EB3916 *CURRENT SURVEY CONTROL EB3916 ___________________________________________________________________ EB3916* NAD 83(1986)- 34 42 19.07292(N) 079 13 05.37819(W) ADJUSTED EB3916* NAVD 88 - 55.0 (meters) 180. (feet) VERTCON EB3916 ___________________________________________________________________ EB3916 LAPLACE CORR- -4.66 (seconds) DEFLEC99 EB3916 GEOID HEIGHT- -33.05 (meters) GEOID03 EB3916 EB3916 HORZ ORDER - SECOND EB3916 EB3916.The North Carolina HARNS have been completed but, EB3916.due to contractual restrictions, coordinates for these stations EB3916.will NOT be published in the near future. In the interim, the EB3916.published coordinates in North Carolina will not be EB3916.consistent with the Continuously Operating Reference Stations EB3916.(CORS). The HARN coordinates for these stations are available EB3916.upon request. Contact Gary Thompson(919-733-3836). EB3916. EB3916.In addition, the published North Carolina positions EB3916.(NAD 83 (1986)) are NOT consistent with those determined in EB3916.adjacent state readjustments. The discontinuity between stations EB3916.located in North Carolina and those in adjacent states EB3916.which have been adjusted to the HARN may be as much as 5 EB3916.decimeters. This will result in a significant loss of accuracy EB3916.over lines crossing such state borders. EB3916 EB3916 EB3916.The horizontal coordinates were established by classical geodetic methods EB3916.and adjusted by the National Geodetic Survey in April 1991. EB3916 EB3916.The NAVD 88 height was computed by applying the VERTCON shift value to EB3916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3916 EB3916.The Laplace correction was computed from DEFLEC99 derived deflections. EB3916 EB3916.The geoid height was determined by GEOID03. EB3916 EB3916; North East Units Scale Factor Converg. EB3916;SPC NC - 105,994.327 589,616.258 MT 0.99991776 -0 07 33.3 EB3916;SPC NC - 347,749.72 1,934,432.67 sFT 0.99991776 -0 07 33.3 EB3916;UTM 17 - 3,841,807.522 663,185.921 MT 0.99992823 +1 00 53.0 EB3916 EB3916! - Elev Factor x Scale Factor = Combined Factor EB3916!SPC NC - 0.99999656 x 0.99991776 = 0.99991432 EB3916!UTM 17 - 0.99999656 x 0.99992823 = 0.99992479 EB3916 EB3916 SUPERSEDED SURVEY CONTROL EB3916 EB3916 NGVD 29 (04/22/91) 55.2 (m) 181. (f) VERT ANG EB3916 EB3916.Superseded values are not recommended for survey control. EB3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3916.See file dsdata.txt to determine how the superseded data were derived. EB3916 EB3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6318641808(NAD 83) EB3916_MARKER: DE = TRAVERSE STATION DISK EB3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3916_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3916_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3916+STABILITY: SURFACE MOTION EB3916 EB3916 HISTORY - Date Condition Report By EB3916 HISTORY - 1977 MONUMENTED NCGS EB3916 EB3916 STATION DESCRIPTION EB3916 EB3916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3916'THE STATION IS LOCATED APPROXIMATELY 7.9 MILES SOUTH OF RED SPRINGS EB3916'AND 2.3 MILES NORTHWEST OF PEMBROKE. EB3916' EB3916'TO REACH STATION FROM THE INTERSECTION OF NC 710 AND SR 1339 WEST OF EB3916'PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 1.65 MILES TO SR 1378 ON EB3916'LEFT AND STATION ON RIGHT IN SHOULDER AND ON PROLONGATION OF EB3916'CENTERLINE OF SR 1378. EB3916' EB3916'STATION MARK IS A STANDARD DISK STAMPED---MAYNOR 1977---SET IN THE EB3916'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3916'SURFACE. THE MARK IS 15.2 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 710, EB3916'16.4 FEET SOUTHEAST OF JUNCTION OF CENTERLINES, 25.3 FEET SOUTHWEST OF EB3916'ROAD SIGN POST WITH REFERENCE TAG, 85.5 FEET EAST-SOUTHEAST OF STOP EB3916'SIGN AND 124.7 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3917 *********************************************************************** EB3917 DESIGNATION - MCGILL EB3917 PID - EB3917 EB3917 STATE/COUNTY- NC/ROBESON EB3917 USGS QUAD - JOHNS (1971) EB3917 EB3917 *CURRENT SURVEY CONTROL EB3917 ___________________________________________________________________ EB3917* NAD 83(1986)- 34 38 34.71739(N) 079 25 03.12695(W) ADJUSTED EB3917* NAVD 88 - 49.9 (meters) 164. (feet) VERTCON EB3917 ___________________________________________________________________ EB3917 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3917 GEOID HEIGHT- -32.55 (meters) GEOID03 EB3917 EB3917 HORZ ORDER - SECOND EB3917 EB3917.The North Carolina HARNS have been completed but, EB3917.due to contractual restrictions, coordinates for these stations EB3917.will NOT be published in the near future. In the interim, the EB3917.published coordinates in North Carolina will not be EB3917.consistent with the Continuously Operating Reference Stations EB3917.(CORS). The HARN coordinates for these stations are available EB3917.upon request. Contact Gary Thompson(919-733-3836). EB3917. EB3917.In addition, the published North Carolina positions EB3917.(NAD 83 (1986)) are NOT consistent with those determined in EB3917.adjacent state readjustments. The discontinuity between stations EB3917.located in North Carolina and those in adjacent states EB3917.which have been adjusted to the HARN may be as much as 5 EB3917.decimeters. This will result in a significant loss of accuracy EB3917.over lines crossing such state borders. EB3917 EB3917 EB3917.The horizontal coordinates were established by classical geodetic methods EB3917.and adjusted by the National Geodetic Survey in April 1991. EB3917 EB3917.The NAVD 88 height was computed by applying the VERTCON shift value to EB3917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3917 EB3917.The Laplace correction was computed from DEFLEC99 derived deflections. EB3917 EB3917.The geoid height was determined by GEOID03. EB3917 EB3917; North East Units Scale Factor Converg. EB3917;SPC NC - 99,139.844 571,323.220 MT 0.99992864 -0 14 27.6 EB3917;SPC NC - 325,261.30 1,874,416.26 sFT 0.99992864 -0 14 27.6 EB3917;SPC SC - 312,700.266 754,670.282 MT 0.99993791 +0 52 38.3 EB3917;SPC SC - 1,025,919.51 2,475,952.37 iFT 0.99993791 +0 52 38.3 EB3917;UTM 17 - 3,834,590.459 645,033.503 MT 0.99985927 +0 53 59.0 EB3917 EB3917! - Elev Factor x Scale Factor = Combined Factor EB3917!SPC NC - 0.99999728 x 0.99992864 = 0.99992592 EB3917!SPC SC - 0.99999728 x 0.99993791 = 0.99993519 EB3917!UTM 17 - 0.99999728 x 0.99985927 = 0.99985655 EB3917 EB3917 SUPERSEDED SURVEY CONTROL EB3917 EB3917 NGVD 29 (04/22/91) 50.2 (m) 165. (f) VERT ANG EB3917 EB3917.Superseded values are not recommended for survey control. EB3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3917.See file dsdata.txt to determine how the superseded data were derived. EB3917 EB3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4503434590(NAD 83) EB3917_MARKER: DE = TRAVERSE STATION DISK EB3917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3917_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3917_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3917+STABILITY: SURFACE MOTION EB3917 EB3917 HISTORY - Date Condition Report By EB3917 HISTORY - 1977 MONUMENTED NCGS EB3917 EB3917 STATION DESCRIPTION EB3917 EB3917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3917'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES SOUTH-SOUTHWEST OF EB3917'MAXTON AND 9.0 MILES NORTHWEST OF PLAINVIEW. EB3917' EB3917'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3917'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 2.0 MILES TO STATION ON EB3917'RIGHT AT ENTRANCE TO OLD TWO STORY RESIDENCE AND 0.3 MILE SOUTHWEST OF EB3917'SR 1104 CROSSROAD. EB3917' EB3917'STATION MARK IS A STANDARD DISK STAMPED---MCGILL 1977---SET IN THE EB3917'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3917'THE MARK IS 36.3 FEET NORTHWEST OF CENTERLINE OF NC 83, 37.2 FEET EB3917'SOUTHWEST OF CENTERLINE OF DRIVEWAY, 31.1 FEET SOUTHEAST OF A 36 INCH EB3917'OAK WITH REFERENCE TAG, 13.7 FEET SOUTH OF TELEPHONE PEDESTAL AND EB3917'125.0 FEET SOUTH-SOUTHWEST OF SOUTHERNMOST CORNER OF RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3918 *********************************************************************** EB3918 DESIGNATION - MCLEAN EB3918 PID - EB3918 EB3918 STATE/COUNTY- NC/ROBESON EB3918 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3918 EB3918 *CURRENT SURVEY CONTROL EB3918 ___________________________________________________________________ EB3918* NAD 83(1986)- 34 39 28.28546(N) 079 01 29.01425(W) ADJUSTED EB3918* NAVD 88 - 41.508 (meters) 136.18 (feet) ADJUSTED EB3918 ___________________________________________________________________ EB3918 LAPLACE CORR- -5.58 (seconds) DEFLEC99 EB3918 GEOID HEIGHT- -33.82 (meters) GEOID03 EB3918 DYNAMIC HT - 41.468 (meters) 136.05 (feet) COMP EB3918 MODELED GRAV- 979,666.9 (mgal) NAVD 88 EB3918 EB3918 HORZ ORDER - SECOND EB3918 VERT ORDER - SECOND CLASS II EB3918 EB3918.The North Carolina HARNS have been completed but, EB3918.due to contractual restrictions, coordinates for these stations EB3918.will NOT be published in the near future. In the interim, the EB3918.published coordinates in North Carolina will not be EB3918.consistent with the Continuously Operating Reference Stations EB3918.(CORS). The HARN coordinates for these stations are available EB3918.upon request. Contact Gary Thompson(919-733-3836). EB3918. EB3918.In addition, the published North Carolina positions EB3918.(NAD 83 (1986)) are NOT consistent with those determined in EB3918.adjacent state readjustments. The discontinuity between stations EB3918.located in North Carolina and those in adjacent states EB3918.which have been adjusted to the HARN may be as much as 5 EB3918.decimeters. This will result in a significant loss of accuracy EB3918.over lines crossing such state borders. EB3918 EB3918 EB3918.The horizontal coordinates were established by classical geodetic methods EB3918.and adjusted by the National Geodetic Survey in April 1991. EB3918 EB3918.The orthometric height was determined by differential leveling EB3918.and adjusted by the National Geodetic Survey in October 1999. EB3918 EB3918.The Laplace correction was computed from DEFLEC99 derived deflections. EB3918 EB3918.The geoid height was determined by GEOID03. EB3918 EB3918.The dynamic height is computed by dividing the NAVD 88 EB3918.geopotential number by the normal gravity value computed on the EB3918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3918.degrees latitude (g = 980.6199 gals.). EB3918 EB3918.The modeled gravity was interpolated from observed gravity values. EB3918 EB3918; North East Units Scale Factor Converg. EB3918;SPC NC - 100,710.209 607,334.825 MT 0.99992594 -0 00 51.4 EB3918;SPC NC - 330,413.41 1,992,564.34 sFT 0.99992594 -0 00 51.4 EB3918;UTM 17 - 3,836,876.528 681,006.825 MT 1.00000384 +1 07 24.9 EB3918 EB3918! - Elev Factor x Scale Factor = Combined Factor EB3918!SPC NC - 0.99999879 x 0.99992594 = 0.99992473 EB3918!UTM 17 - 0.99999879 x 1.00000384 = 1.00000263 EB3918 EB3918 SUPERSEDED SURVEY CONTROL EB3918 EB3918 NGVD 29 (04/22/91) 41.8 (m) 137. (f) VERT ANG EB3918 EB3918.Superseded values are not recommended for survey control. EB3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3918.See file dsdata.txt to determine how the superseded data were derived. EB3918 EB3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8100736877(NAD 83) EB3918_MARKER: DE = TRAVERSE STATION DISK EB3918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3918_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3918_STAMPING: MCLEAN 1977 EB3918_MARK LOGO: NCGS EB3918_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3918+STABILITY: SURFACE MOTION EB3918 EB3918 HISTORY - Date Condition Report By EB3918 HISTORY - 1977 MONUMENTED NCGS EB3918 HISTORY - 1988 GOOD USPSQD EB3918 HISTORY - 19881228 GOOD NCGS EB3918 EB3918 STATION DESCRIPTION EB3918 EB3918'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3918'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTH-NORTHWEST OF EB3918'LUMBERTON AND 14.0 MILES SOUTHEAST OF RED SPRINGS. EB3918' EB3918'TO REACH STATION FROM THE NC 211 OVERPASS OF I 95 IN LUMBERTON, EB3918'PROCEED NORTHWEST ALONG NC 211 FOR 1.0 MILE TO STATION IN RIGHT EB3918'SHOULDER ON THE PROLONGATION OF THE NORTHWEST SIDE OF MCLEANS YARD, EB3918'AND 0.25 MILE SOUTHEAST OF THE SR 1531 CROSSROAD. EB3918' EB3918'STATION MARK IS A STANDARD DISK STAMPED---MCLEAN 1977---SET IN THE EB3918'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3918'SURFACE. THE MARK IS 16.0 FEET NORTHEAST OF CENTERLINE OF NC 211, EB3918'33.5 FEET NORTH-NORTHWEST OF CENTERLINE OF NORTH DRIVE TO RESIDENCE, EB3918'15.6 FEET WEST OF A 10 INCH PINE WITH REFERENCE TAG, 14.9 FEET EB3918'SOUTHWEST OF AN IRON PROPERTY CORNER POST, 69.9 FEET NORTH-NORTHEAST EB3918'OF A TELEPHONE POLE PEDESTAL AND 111.9 FEET SOUTH-SOUTHEAST OF A ROAD EB3918'SIGN POST WITH A REFERENCE TAG. EB3918 EB3918 STATION RECOVERY (1988) EB3918 EB3918'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH) EB3918'RECOVERED IN GOOD CONDITION. EB3918 EB3918 STATION RECOVERY (1988) EB3918 EB3918'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3918'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHWEST OF LUMBERTON. EB3918'ALONG NC 211 FOR 1.0 MI (1.6 KM) NORTHWEST FROM THE OVERPASS OF I 95 EB3918'(IN LUMBERTON), IN THE RIGHT SHOULDER, ON THE PROLONGATION OF THE EB3918'NORTHWEST SIDE OF MCLEANS YARD, AND 0.25 MI (0.40 KM) SOUTHEAST OF THE EB3918'SR 1531 CROSSROAD. MARK IS ABOUT 1-FOOT LOWER THAN HIGHWAY, AND EB3918'RECESSED 6 INCHES BELOW GROUND. LOCATED 16.0 FT (4.9 M) NORTHEAST OF EB3918'CENTERLINE OF NC 211, 33.5 FT (10.2 M) NORTH-NORTHWEST OF CENTERLINE EB3918'OF NORTH DRIVE TO RESIDENCE, 15.6 FT (4.8 M) WEST OF A 10-INCH PINE EB3918'WITH REFERENCE TAG, 14.9 FT (4.5 M) SOUTHWEST OF AN IRON PROPERTY EB3918'CORNER POST, 69.9 FT (21.3 M) NORTH-NORTHEAST OF A TELEPHONE POLE EB3918'PEDESTAL, AND 13.8 FT (4.2 M) SOUTHWEST OF A POWER POLE BESIDE A EB3918'PROPERTY IRON WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3919 *********************************************************************** EB3919 DESIGNATION - MEDIAN EB3919 PID - EB3919 EB3919 STATE/COUNTY- NC/ROBESON EB3919 USGS QUAD - MC DONALD (1972) EB3919 EB3919 *CURRENT SURVEY CONTROL EB3919 ___________________________________________________________________ EB3919* NAD 83(1986)- 34 34 59.68958(N) 079 08 15.69397(W) ADJUSTED EB3919* NAVD 88 - 42.7 (meters) 140. (feet) VERTCON EB3919 ___________________________________________________________________ EB3919 LAPLACE CORR- -5.61 (seconds) DEFLEC99 EB3919 GEOID HEIGHT- -33.49 (meters) GEOID03 EB3919 EB3919 HORZ ORDER - SECOND EB3919 EB3919.The North Carolina HARNS have been completed but, EB3919.due to contractual restrictions, coordinates for these stations EB3919.will NOT be published in the near future. In the interim, the EB3919.published coordinates in North Carolina will not be EB3919.consistent with the Continuously Operating Reference Stations EB3919.(CORS). The HARN coordinates for these stations are available EB3919.upon request. Contact Gary Thompson(919-733-3836). EB3919. EB3919.In addition, the published North Carolina positions EB3919.(NAD 83 (1986)) are NOT consistent with those determined in EB3919.adjacent state readjustments. The discontinuity between stations EB3919.located in North Carolina and those in adjacent states EB3919.which have been adjusted to the HARN may be as much as 5 EB3919.decimeters. This will result in a significant loss of accuracy EB3919.over lines crossing such state borders. EB3919 EB3919 EB3919.The horizontal coordinates were established by classical geodetic methods EB3919.and adjusted by the National Geodetic Survey in April 1991. EB3919 EB3919.The NAVD 88 height was computed by applying the VERTCON shift value to EB3919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3919 EB3919.The Laplace correction was computed from DEFLEC99 derived deflections. EB3919 EB3919.The geoid height was determined by GEOID03. EB3919 EB3919; North East Units Scale Factor Converg. EB3919;SPC NC - 92,442.488 596,968.862 MT 0.99994016 -0 04 46.1 EB3919;SPC NC - 303,288.40 1,958,555.34 sFT 0.99994016 -0 04 46.1 EB3919;UTM 17 - 3,828,404.276 670,806.509 MT 0.99995961 +1 03 26.3 EB3919 EB3919! - Elev Factor x Scale Factor = Combined Factor EB3919!SPC NC - 0.99999856 x 0.99994016 = 0.99993872 EB3919!UTM 17 - 0.99999856 x 0.99995961 = 0.99995817 EB3919 EB3919 SUPERSEDED SURVEY CONTROL EB3919 EB3919 NGVD 29 (04/22/91) 43.0 (m) 141. (f) VERT ANG EB3919 EB3919.Superseded values are not recommended for survey control. EB3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3919.See file dsdata.txt to determine how the superseded data were derived. EB3919 EB3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7080728404(NAD 83) EB3919_MARKER: DE = TRAVERSE STATION DISK EB3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3919_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3919_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3919+STABILITY: SURFACE MOTION EB3919 EB3919 HISTORY - Date Condition Report By EB3919 HISTORY - 1977 MONUMENTED NCGS EB3919 EB3919 STATION DESCRIPTION EB3919 EB3919'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3919'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTHEAST OF MCDONALD EB3919'AND 7.9 MILES WEST-SOUTHWEST OF LUMBERTON. EB3919' EB3919'TO REACH STATION FROM I 95 UNDERPASS OF US 74 PROCEED SOUTHWEST ALONG EB3919'I 95 FOR 2.45 MILES TO STATION ON LEFT IN MEDIAN APPROXIMATELY 70 FEET EB3919'SOUTHWEST OF END OF WOODS LINE AND 0.9 MILE NORTHEAST OF SR 1003 EB3919'OVERPASS. EB3919' EB3919'STATION MARK IS A STANDARD DISK STAMPED---MEDIAN 1977---SET IN THE EB3919'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE. EB3919'MARK IS 48.5 FEET NORTH OF CENTERLINE OF NORTH BOUND LANES, 34.7 FEET EB3919'SOUTHEAST OF 4 INCH GUM WITH REFERENCE TAG, 38.9 FEET SOUTH-SOUTHWEST EB3919'OF 6 INCH PINE WITH REFERENCE TAG, 43.6 FEET SOUTH OF 10 INCH PINE EB3919'WITH REFERENCE TAG, 57.6 FEET EAST-SOUTHEAST OF A 12 INCH PINE WITH EB3919'REFERENCE TAG, 151.8 FEET NORTHEAST OF A REFLECTOR POST AND 149.0 FEET EB3919'WEST OF A REFLECTOR POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3920 *********************************************************************** EB3920 DESIGNATION - MELON EB3920 PID - EB3920 EB3920 STATE/COUNTY- NC/ROBESON EB3920 USGS QUAD - TARHEEL (1986) EB3920 EB3920 *CURRENT SURVEY CONTROL EB3920 ___________________________________________________________________ EB3920* NAD 83(1986)- 34 39 13.26743(N) 078 50 39.89727(W) ADJUSTED EB3920* NAVD 88 - 43.7 (meters) 143. (feet) VERTCON EB3920 ___________________________________________________________________ EB3920 LAPLACE CORR- -3.17 (seconds) DEFLEC99 EB3920 GEOID HEIGHT- -34.33 (meters) GEOID03 EB3920 EB3920 HORZ ORDER - SECOND EB3920 EB3920.The North Carolina HARNS have been completed but, EB3920.due to contractual restrictions, coordinates for these stations EB3920.will NOT be published in the near future. In the interim, the EB3920.published coordinates in North Carolina will not be EB3920.consistent with the Continuously Operating Reference Stations EB3920.(CORS). The HARN coordinates for these stations are available EB3920.upon request. Contact Gary Thompson(919-733-3836). EB3920. EB3920.In addition, the published North Carolina positions EB3920.(NAD 83 (1986)) are NOT consistent with those determined in EB3920.adjacent state readjustments. The discontinuity between stations EB3920.located in North Carolina and those in adjacent states EB3920.which have been adjusted to the HARN may be as much as 5 EB3920.decimeters. This will result in a significant loss of accuracy EB3920.over lines crossing such state borders. EB3920 EB3920 EB3920.The horizontal coordinates were established by classical geodetic methods EB3920.and adjusted by the National Geodetic Survey in April 1991. EB3920 EB3920.The NAVD 88 height was computed by applying the VERTCON shift value to EB3920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3920 EB3920.The Laplace correction was computed from DEFLEC99 derived deflections. EB3920 EB3920.The geoid height was determined by GEOID03. EB3920 EB3920; North East Units Scale Factor Converg. EB3920;SPC NC - 100,258.355 623,862.736 MT 0.99992669 +0 05 23.3 EB3920;SPC NC - 328,930.95 2,046,789.66 sFT 0.99992669 +0 05 23.3 EB3920;UTM 17 - 3,836,752.737 697,542.358 MT 1.00008100 +1 13 33.9 EB3920 EB3920! - Elev Factor x Scale Factor = Combined Factor EB3920!SPC NC - 0.99999853 x 0.99992669 = 0.99992522 EB3920!UTM 17 - 0.99999853 x 1.00008100 = 1.00007953 EB3920 EB3920 SUPERSEDED SURVEY CONTROL EB3920 EB3920 NGVD 29 (04/22/91) 44.0 (m) 144. (f) VERT ANG EB3920 EB3920.Superseded values are not recommended for survey control. EB3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3920.See file dsdata.txt to determine how the superseded data were derived. EB3920 EB3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9754236753(NAD 83) EB3920_MARKER: DE = TRAVERSE STATION DISK EB3920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3920_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3920_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3920+STABILITY: SURFACE MOTION EB3920 EB3920 HISTORY - Date Condition Report By EB3920 HISTORY - 1977 MONUMENTED NCGS EB3920 HISTORY - 19960427 GOOD USPSQD EB3920 EB3920 STATION DESCRIPTION EB3920 EB3920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3920'THE STATION IS LOCATED APPROXIMATELY 9.7 MILES EAST-NORTHEAST OF EB3920'LUMBERTON AND 12.8 MILES SOUTHEAST OF SAINT PAULS. EB3920' EB3920'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3920'PROCEED EAST ALONG NC 41 FOR 8.7 MILES TO STATION ON LEFT AT SOUTHEAST EB3920'CORNER OF A FIELD ACROSS HIGHWAY FROM C.C. SESSOMS RESIDENCE AND 0.3 EB3920'MILE EAST OF SR 1966 LEADING NORTH. EB3920' EB3920'STATION MARK IS A STANDARD DISK STAMPED---MELON 1977---SET IN THE TOP EB3920'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3920'THE MARK IS 57.7 FEET NORTH OF CENTERLINE OF NC 41, 45.7 FEET EB3920'NORTHWEST OF RIGHT-OF-WAY MARKER, 30.5 FEET SOUTHWEST OF AN 8 INCH OAK EB3920'WITH REFERENCE TAG, 32.2 FEET WEST-SOUTHWEST OF A 30 INCH PINE WITH EB3920'REFERENCE TAG, 120.3 FEET EAST OF EAST END OF CULVERT UNDER FIELD EB3920'ROAD AND 125.0 FEET NORTH OF A RIGHT-OF-WAY MARKER IN NORTHWEST CORNER EB3920'OF SESSOMS YARD. EB3920 EB3920 STATION RECOVERY (1996) EB3920 EB3920'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3920'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3921 *********************************************************************** EB3921 DESIGNATION - MEMORY EB3921 PID - EB3921 EB3921 STATE/COUNTY- NC/ROBESON EB3921 USGS QUAD - GADDYSVILLE (1962) EB3921 EB3921 *CURRENT SURVEY CONTROL EB3921 ___________________________________________________________________ EB3921* NAD 83(1986)- 34 28 26.65796(N) 079 13 14.23290(W) ADJUSTED EB3921* NAVD 88 - 45.1 (meters) 148. (feet) VERTCON EB3921 ___________________________________________________________________ EB3921 LAPLACE CORR- -4.25 (seconds) DEFLEC99 EB3921 GEOID HEIGHT- -33.27 (meters) GEOID03 EB3921 EB3921 HORZ ORDER - SECOND EB3921 EB3921.The North Carolina HARNS have been completed but, EB3921.due to contractual restrictions, coordinates for these stations EB3921.will NOT be published in the near future. In the interim, the EB3921.published coordinates in North Carolina will not be EB3921.consistent with the Continuously Operating Reference Stations EB3921.(CORS). The HARN coordinates for these stations are available EB3921.upon request. Contact Gary Thompson(919-733-3836). EB3921. EB3921.In addition, the published North Carolina positions EB3921.(NAD 83 (1986)) are NOT consistent with those determined in EB3921.adjacent state readjustments. The discontinuity between stations EB3921.located in North Carolina and those in adjacent states EB3921.which have been adjusted to the HARN may be as much as 5 EB3921.decimeters. This will result in a significant loss of accuracy EB3921.over lines crossing such state borders. EB3921 EB3921 EB3921.The horizontal coordinates were established by classical geodetic methods EB3921.and adjusted by the National Geodetic Survey in April 1991. EB3921 EB3921.The NAVD 88 height was computed by applying the VERTCON shift value to EB3921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3921 EB3921.The Laplace correction was computed from DEFLEC99 derived deflections. EB3921 EB3921.The geoid height was determined by GEOID03. EB3921 EB3921; North East Units Scale Factor Converg. EB3921;SPC NC - 80,345.784 589,333.936 MT 0.99996399 -0 07 38.4 EB3921;SPC NC - 263,601.13 1,933,506.42 sFT 0.99996399 -0 07 38.4 EB3921;UTM 17 - 3,816,158.708 663,412.908 MT 0.99992916 +1 00 26.7 EB3921 EB3921! - Elev Factor x Scale Factor = Combined Factor EB3921!SPC NC - 0.99999814 x 0.99996399 = 0.99996213 EB3921!UTM 17 - 0.99999814 x 0.99992916 = 0.99992730 EB3921 EB3921 SUPERSEDED SURVEY CONTROL EB3921 EB3921 NGVD 29 (04/22/91) 45.4 (m) 149. (f) VERT ANG EB3921 EB3921.Superseded values are not recommended for survey control. EB3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3921.See file dsdata.txt to determine how the superseded data were derived. EB3921 EB3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6341316159(NAD 83) EB3921_MARKER: DE = TRAVERSE STATION DISK EB3921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3921_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3921_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3921+STABILITY: SURFACE MOTION EB3921 EB3921 HISTORY - Date Condition Report By EB3921 HISTORY - 1977 MONUMENTED NCGS EB3921 EB3921 STATION DESCRIPTION EB3921 EB3921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3921'THE STATION IS LOCATED APPROXIMATELY 6.2 MILES WEST-SOUTHWEST OF EB3921'FAIRMONT AND 1.8 MILES NORTH OF GRADDYSVILLE. EB3921' EB3921'TO REACH STATION FROM INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3921'PROCEED WEST ALONG NC 130 FOR 1.2 MILES TO STATION ON RIGHT IN EB3921'SOUTHEAST CORNER OF A LARGE CULTIVATED FIELD AT A FAMILY CEMETERY PLOT EB3921' EB3921'STATION MARK IS A STANDARD DISK STAMPED---MEMORY 1977---SET IN THE EB3921'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3921'THE MARK IS 28.0 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 130, 14.3 EB3921'FEET WEST-NORTHWEST OF CENTERLINE OF DIRT DRIVE LEADING TO AN EB3921'UNPAINTED FRAME RESIDENT, 4.7 FEET NORTHWEST OF GATE POST WITH EB3921'REFERENCE TAG, 52.3 FEET EAST-SOUTHEAST OF FENCE POST AT CORNER OF EB3921'CEMETERY WITH REFERENCE TAG, 87.3 FEET WEST-NORTHWEST OF POWER POLE EB3921'WITH REFERENCE TAG AND 84.7 FEET WEST-NORTHWEST OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3922 *********************************************************************** EB3922 DESIGNATION - MERCER EB3922 PID - EB3922 EB3922 STATE/COUNTY- NC/ROBESON EB3922 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3922 EB3922 *CURRENT SURVEY CONTROL EB3922 ___________________________________________________________________ EB3922* NAD 83(1986)- 34 38 39.28628(N) 078 54 37.33556(W) ADJUSTED EB3922* NAVD 88 - 46.3 (meters) 152. (feet) VERTCON EB3922 ___________________________________________________________________ EB3922 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EB3922 GEOID HEIGHT- -34.20 (meters) GEOID03 EB3922 EB3922 HORZ ORDER - SECOND EB3922 EB3922.The North Carolina HARNS have been completed but, EB3922.due to contractual restrictions, coordinates for these stations EB3922.will NOT be published in the near future. In the interim, the EB3922.published coordinates in North Carolina will not be EB3922.consistent with the Continuously Operating Reference Stations EB3922.(CORS). The HARN coordinates for these stations are available EB3922.upon request. Contact Gary Thompson(919-733-3836). EB3922. EB3922.In addition, the published North Carolina positions EB3922.(NAD 83 (1986)) are NOT consistent with those determined in EB3922.adjacent state readjustments. The discontinuity between stations EB3922.located in North Carolina and those in adjacent states EB3922.which have been adjusted to the HARN may be as much as 5 EB3922.decimeters. This will result in a significant loss of accuracy EB3922.over lines crossing such state borders. EB3922 EB3922 EB3922.The horizontal coordinates were established by classical geodetic methods EB3922.and adjusted by the National Geodetic Survey in April 1991. EB3922 EB3922.The NAVD 88 height was computed by applying the VERTCON shift value to EB3922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3922 EB3922.The Laplace correction was computed from DEFLEC99 derived deflections. EB3922 EB3922.The geoid height was determined by GEOID03. EB3922 EB3922; North East Units Scale Factor Converg. EB3922;SPC NC - 99,203.834 617,817.953 MT 0.99992841 +0 03 06.2 EB3922;SPC NC - 325,471.25 2,026,957.73 sFT 0.99992841 +0 03 06.2 EB3922;UTM 17 - 3,835,578.374 691,518.842 MT 1.00005211 +1 11 17.8 EB3922 EB3922! - Elev Factor x Scale Factor = Combined Factor EB3922!SPC NC - 0.99999810 x 0.99992841 = 0.99992651 EB3922!UTM 17 - 0.99999810 x 1.00005211 = 1.00005021 EB3922 EB3922 SUPERSEDED SURVEY CONTROL EB3922 EB3922 NGVD 29 (04/22/91) 46.6 (m) 153. (f) VERT ANG EB3922 EB3922.Superseded values are not recommended for survey control. EB3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3922.See file dsdata.txt to determine how the superseded data were derived. EB3922 EB3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9151935578(NAD 83) EB3922_MARKER: DE = TRAVERSE STATION DISK EB3922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3922_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3922_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3922+STABILITY: SURFACE MOTION EB3922 EB3922 HISTORY - Date Condition Report By EB3922 HISTORY - 1977 MONUMENTED NCGS EB3922 EB3922 STATION DESCRIPTION EB3922 EB3922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3922'THE STATION IS LOCATED APPROXIMATELY 5.8 MILES EAST-NORTHEAST OF EB3922'LUMBERTON AND 11.8 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3922' EB3922'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3922'PROCEED EAST ALONG NC 41 FOR 4.85 MILES TO STATION IN RIGHT SHOULDER EB3922'AT A CONCRETE DRIVE TO MERCERS RESIDENCE AND 0.35 MILE EAST WITH SR EB3922'1004 LEADING NORTHEAST. EB3922' EB3922'STATION MARK IS A STANDARD DISK STAMPED---MERCER 1977---SET IN THE EB3922'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3922'SURFACE. THE MARK IS 20.6 FEET SOUTH OF CENTERLINE OF NC 41, 13.5 EAST EB3922'OF CENTERLINE OF CONCRETE DRIVE TO BRICK RESIDENCE, 14.5 FEET EB3922'NORTH-NORTHEAST OF EAST END OF CULVERT UNDER DRIVE, 45.9 FEET EB3922'NORTHEAST OF POWER SERVICE POLE WITH REFERENCE TAG AND 100.2 FEET WEST EB3922'OF POWER POLE 10439 WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3923 *********************************************************************** EB3923 DESIGNATION - METAL EB3923 PID - EB3923 EB3923 STATE/COUNTY- NC/ROBESON EB3923 USGS QUAD - PARKTON (1982) EB3923 EB3923 *CURRENT SURVEY CONTROL EB3923 ___________________________________________________________________ EB3923* NAD 83(1986)- 34 53 00.96725(N) 079 04 51.91419(W) ADJUSTED EB3923* NAVD 88 - 58.4 (meters) 192. (feet) VERTCON EB3923 ___________________________________________________________________ EB3923 LAPLACE CORR- -4.36 (seconds) DEFLEC99 EB3923 GEOID HEIGHT- -33.17 (meters) GEOID03 EB3923 EB3923 HORZ ORDER - SECOND EB3923 EB3923.The North Carolina HARNS have been completed but, EB3923.due to contractual restrictions, coordinates for these stations EB3923.will NOT be published in the near future. In the interim, the EB3923.published coordinates in North Carolina will not be EB3923.consistent with the Continuously Operating Reference Stations EB3923.(CORS). The HARN coordinates for these stations are available EB3923.upon request. Contact Gary Thompson(919-733-3836). EB3923. EB3923.In addition, the published North Carolina positions EB3923.(NAD 83 (1986)) are NOT consistent with those determined in EB3923.adjacent state readjustments. The discontinuity between stations EB3923.located in North Carolina and those in adjacent states EB3923.which have been adjusted to the HARN may be as much as 5 EB3923.decimeters. This will result in a significant loss of accuracy EB3923.over lines crossing such state borders. EB3923 EB3923 EB3923.The horizontal coordinates were established by classical geodetic methods EB3923.and adjusted by the National Geodetic Survey in April 1991. EB3923 EB3923.The NAVD 88 height was computed by applying the VERTCON shift value to EB3923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3923 EB3923.The Laplace correction was computed from DEFLEC99 derived deflections. EB3923 EB3923.The geoid height was determined by GEOID03. EB3923 EB3923; North East Units Scale Factor Converg. EB3923;SPC NC - 125,753.984 602,189.237 MT 0.99989311 -0 02 48.5 EB3923;SPC NC - 412,577.86 1,975,682.52 sFT 0.99989311 -0 02 48.5 EB3923;UTM 17 - 3,861,814.924 675,362.995 MT 0.99997903 +1 05 51.8 EB3923 EB3923! - Elev Factor x Scale Factor = Combined Factor EB3923!SPC NC - 0.99999604 x 0.99989311 = 0.99988915 EB3923!UTM 17 - 0.99999604 x 0.99997903 = 0.99997507 EB3923 EB3923 SUPERSEDED SURVEY CONTROL EB3923 EB3923 NGVD 29 (04/22/91) 58.7 (m) 193. (f) VERT ANG EB3923 EB3923.Superseded values are not recommended for survey control. EB3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3923.See file dsdata.txt to determine how the superseded data were derived. EB3923 EB3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7536361815(NAD 83) EB3923_MARKER: DE = TRAVERSE STATION DISK EB3923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3923_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3923+STABILITY: SURFACE MOTION EB3923 EB3923 HISTORY - Date Condition Report By EB3923 HISTORY - 1977 MONUMENTED NCGS EB3923 HISTORY - 19970426 GOOD USPSQD EB3923 EB3923 STATION DESCRIPTION EB3923 EB3923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3923'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE SOUTHWEST OF LUMBER EB3923'BRIDGE AND 4.0 MILE NORTHEAST OF SHANNON. EB3923' EB3923'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD IN LUMBER BRIDGE, EB3923'PROCEED SOUTHWEST ALONG NC 71 FOR 0.6 MILE TO STATION ON RIGHT AT A EB3923'SMALL CANAL LEADING FROM RAILROAD TO HIGHWAY CULVERT AND 0.35 MILE EB3923'NORTHEAST OF SR 1751 JUNCTION. EB3923' EB3923'STATION MARK IS A STANDARD DISK STAMPED---METAL 1977---SET IN THE EB3923'TOP OF A CONCRETE CYLINDER. THE MARK IS 40.2 FEET NORTHWEST OF EB3923'CENTERLINE OF NC 71, 18.0 FEET NORTH-NORTHEAST OF END OF CULVERT UNDER EB3923'HIGHWAY, 64.3 FEET EAST-NORTHEAST OF BRACE POLE 3146, 68.1 FEET EB3923'SOUTHEAST OF SOUTHEAST RAIL OF TRACKS AND 14.2 FEET NORTH OF NORTHEAST EB3923'END OF HEADWALL. EB3923 EB3923 STATION RECOVERY (1997) EB3923 EB3923'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2549 *********************************************************************** EB2549 DESIGNATION - MIDWAY EB2549 PID - EB2549 EB2549 STATE/COUNTY- NC/ROBESON EB2549 USGS QUAD - HOPE MILLS (1986) EB2549 EB2549 *CURRENT SURVEY CONTROL EB2549 ___________________________________________________________________ EB2549* NAD 83(1986)- 34 53 01.16300(N) 078 58 32.42153(W) ADJUSTED EB2549* NAVD 88 - 54.3 (meters) 178. (feet) VERTCON EB2549 ___________________________________________________________________ EB2549 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB2549 GEOID HEIGHT- -33.50 (meters) GEOID03 EB2549 EB2549 HORZ ORDER - SECOND EB2549 EB2549.The North Carolina HARNS have been completed but, EB2549.due to contractual restrictions, coordinates for these stations EB2549.will NOT be published in the near future. In the interim, the EB2549.published coordinates in North Carolina will not be EB2549.consistent with the Continuously Operating Reference Stations EB2549.(CORS). The HARN coordinates for these stations are available EB2549.upon request. Contact Gary Thompson(919-733-3836). EB2549. EB2549.In addition, the published North Carolina positions EB2549.(NAD 83 (1986)) are NOT consistent with those determined in EB2549.adjacent state readjustments. The discontinuity between stations EB2549.located in North Carolina and those in adjacent states EB2549.which have been adjusted to the HARN may be as much as 5 EB2549.decimeters. This will result in a significant loss of accuracy EB2549.over lines crossing such state borders. EB2549 EB2549 EB2549.The horizontal coordinates were established by classical geodetic methods EB2549.and adjusted by the National Geodetic Survey in July 1986. EB2549 EB2549.The NAVD 88 height was computed by applying the VERTCON shift value to EB2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2549 EB2549.The Laplace correction was computed from DEFLEC99 derived deflections. EB2549 EB2549.The geoid height was determined by GEOID03. EB2549 EB2549; North East Units Scale Factor Converg. EB2549;SPC NC - 125,757.261 611,824.921 MT 0.99989310 +0 00 50.5 EB2549;SPC NC - 412,588.61 2,007,295.59 sFT 0.99989310 +0 00 50.5 EB2549;UTM 17 - 3,862,010.646 684,997.723 MT 1.00002182 +1 09 29.0 EB2549 EB2549! - Elev Factor x Scale Factor = Combined Factor EB2549!SPC NC - 0.99999673 x 0.99989310 = 0.99988983 EB2549!UTM 17 - 0.99999673 x 1.00002182 = 1.00001855 EB2549 EB2549: Primary Azimuth Mark Grid Az EB2549:SPC NC - RUTH 180 03 00.3 EB2549:UTM 17 - RUTH 178 54 21.8 EB2549 EB2549|---------------------------------------------------------------------| EB2549| PID Reference Object Distance Geod. Az | EB2549| dddmmss.s | EB2549| EB2539 RUTH APPROX. 1.2 KM 1800350.8 | EB2549|---------------------------------------------------------------------| EB2549 EB2549 SUPERSEDED SURVEY CONTROL EB2549 EB2549 NAD 27 - 34 53 00.57383(N) 078 58 33.31551(W) AD( ) 2 EB2549 NGVD 29 (07/19/86) 54.6 (m) 179. (f) VERT ANG EB2549 EB2549.Superseded values are not recommended for survey control. EB2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2549.See file dsdata.txt to determine how the superseded data were derived. EB2549 EB2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8499862011(NAD 83) EB2549_MARKER: DE = TRAVERSE STATION DISK EB2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2549_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2549_STAMPING: MIDWAY 1969 EB2549_MARK LOGO: NCGS EB2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2549+STABILITY: SURFACE MOTION EB2549 EB2549 HISTORY - Date Condition Report By EB2549 HISTORY - 1969 MONUMENTED NCGS EB2549 HISTORY - 1980 MARK NOT FOUND USGS EB2549 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2549 HISTORY - 20040424 GOOD USPSQD EB2549 EB2549 STATION DESCRIPTION EB2549 EB2549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2549'MIDWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2549'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2549' EB2549'MIDWAY IS LOCATED APPROXIMATELY 2.3 MILES ENE OF PARKTON AND 5.2 EB2549'MILES NORTHWEST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2549'INTERSECTION OF NC 71 AND SR 1723 IN PARKTON, GO NORTHEAST ON EB2549'SR 1723 FOR 2.4 MILES TO INTERSECTION OF US 301 AND SR 1723, NEAR EB2549'THE SOUTHWEST CORNER OF THE INTERSECTION. EB2549' EB2549'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MIDWAY EB2549'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2549'INCHES BELOW THE SURFACE OF THE GROUND. EB2549' EB2549'MARK IS EB2549' EB2549'58.4 FEET NW OF C/L OF US 301. EB2549'31.8 FEET SW OF C/L OF SR 1723. EB2549'37.8 FEET N OF TP NO. 98 WITH ALUMINUM REF. TAG. EB2549'101.6 FEET ESE OF TP NO. 97 WITH ALUMINUM REF. TAG. EB2549'34.8 FEET NNW OF MILEAGE SIGN POST WITH ALUMINUM REF. TAG. EB2549'27.1 FEET ESE OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2549'61.5 FEET SSE OF KEEP RIGHT SIGN WITH ALUMINUM REF. TAG. EB2549 EB2549 STATION RECOVERY (1980) EB2549 EB2549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (RLM) EB2549'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2549 EB2549 STATION RECOVERY (1995) EB2549 EB2549'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2549'MARK NOT FOUND. EB2549 EB2549 STATION RECOVERY (2004) EB2549 EB2549'RECOVERY NOTE BY US POWER SQUADRON 2004 (NWC) EB2549'STATION IS 63 DEGREES FROM THE NW CORNER OF BP GAS STATION BUILDING. EB2549'MARK IS 8 INCHES BELOW THE GROUND. EB2549'TP 98 WITH REFERENCE TAG IS NO LONGER THERE. EB2549'MILAGE SIGN POST WITH REFERENCE TAG IS NO LONGER THERE. EB2549'STOP SIGN POST WITH REFERENCE POST IS NO LONGER THERE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3924 *********************************************************************** EB3924 DESIGNATION - MITCH EB3924 PID - EB3924 EB3924 STATE/COUNTY- NC/ROBESON EB3924 USGS QUAD - RENNERT (1972) EB3924 EB3924 *CURRENT SURVEY CONTROL EB3924 ___________________________________________________________________ EB3924* NAD 83(1986)- 34 50 59.19749(N) 079 07 15.02082(W) ADJUSTED EB3924* NAVD 88 - 60.2 (meters) 198. (feet) VERTCON EB3924 ___________________________________________________________________ EB3924 LAPLACE CORR- -4.42 (seconds) DEFLEC99 EB3924 GEOID HEIGHT- -33.12 (meters) GEOID03 EB3924 EB3924 HORZ ORDER - SECOND EB3924 EB3924.The North Carolina HARNS have been completed but, EB3924.due to contractual restrictions, coordinates for these stations EB3924.will NOT be published in the near future. In the interim, the EB3924.published coordinates in North Carolina will not be EB3924.consistent with the Continuously Operating Reference Stations EB3924.(CORS). The HARN coordinates for these stations are available EB3924.upon request. Contact Gary Thompson(919-733-3836). EB3924. EB3924.In addition, the published North Carolina positions EB3924.(NAD 83 (1986)) are NOT consistent with those determined in EB3924.adjacent state readjustments. The discontinuity between stations EB3924.located in North Carolina and those in adjacent states EB3924.which have been adjusted to the HARN may be as much as 5 EB3924.decimeters. This will result in a significant loss of accuracy EB3924.over lines crossing such state borders. EB3924 EB3924 EB3924.The horizontal coordinates were established by classical geodetic methods EB3924.and adjusted by the National Geodetic Survey in April 1991. EB3924 EB3924.The NAVD 88 height was computed by applying the VERTCON shift value to EB3924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3924 EB3924.The Laplace correction was computed from DEFLEC99 derived deflections. EB3924 EB3924.The geoid height was determined by GEOID03. EB3924 EB3924; North East Units Scale Factor Converg. EB3924;SPC NC - 122,005.601 598,551.056 MT 0.99989705 -0 04 11.1 EB3924;SPC NC - 400,280.04 1,963,746.26 sFT 0.99989705 -0 04 11.1 EB3924;UTM 17 - 3,857,994.349 671,800.115 MT 0.99996378 +1 04 26.6 EB3924 EB3924! - Elev Factor x Scale Factor = Combined Factor EB3924!SPC NC - 0.99999575 x 0.99989705 = 0.99989280 EB3924!UTM 17 - 0.99999575 x 0.99996378 = 0.99995953 EB3924 EB3924 SUPERSEDED SURVEY CONTROL EB3924 EB3924 NGVD 29 (04/22/91) 60.5 (m) 198. (f) VERT ANG EB3924 EB3924.Superseded values are not recommended for survey control. EB3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3924.See file dsdata.txt to determine how the superseded data were derived. EB3924 EB3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7180057994(NAD 83) EB3924_MARKER: DE = TRAVERSE STATION DISK EB3924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3924_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3924_STAMPING: MITCH 1977 EB3924_MARK LOGO: NCGS EB3924_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3924+STABILITY: SURFACE MOTION EB3924 EB3924 HISTORY - Date Condition Report By EB3924 HISTORY - 1977 MONUMENTED NCGS EB3924 HISTORY - 19970426 MARK NOT FOUND USPSQD EB3924 EB3924 STATION DESCRIPTION EB3924 EB3924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3924'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE EAST OF SHANNON AND EB3924'3.8 MILES SOUTHWEST OF LUMBER BRIDGE. EB3924' EB3924'TO REACH STATION FROM NC 20 AND NC 71 CROSSROAD AT LUMBER BRIDGE, EB3924'PROCEED SOUTHWEST ALONG NC 71 FOR 4.0 MILES TO STATION IN LEFT EB3924'SHOULDER APPROXIMATELY 300 FEET NORTH OF AN OLD HOUSE AT EDGE OF WOODS EB3924'AND 0.25 MILE SOUTHWEST OF Y INTERSECTION WITH SR 1505 AND 0.9 MILE EB3924'EAST OF MAIN CROSSROADS IN SHANNON. EB3924' EB3924'STATION MARK IS A STANDARD DISK STAMPED---MITCH 1977---SET IN THE TOP EB3924'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3924'THE MARK IS 19.6 FEET SOUTH OF CENTERLINE OF NC 71, 88.2 FEET EAST OF EB3924'EAST END OF CULVERT UNDER FIELD ROAD, 90.9 FEET WEST-NORTHWEST OF EB3924'POWER POLE 80 WITH REFERENCE TAG AND 130.5 FEET EAST-NORTHEAST OF EB3924'POWER POLE 79 WITH REFERENCE TAG. EB3924 EB3924 STATION RECOVERY (1997) EB3924 EB3924'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3924'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2609 *********************************************************************** EB2609 DESIGNATION - MONA EB2609 PID - EB2609 EB2609 STATE/COUNTY- NC/ROBESON EB2609 USGS QUAD - PEMBROKE (1982) EB2609 EB2609 *CURRENT SURVEY CONTROL EB2609 ___________________________________________________________________ EB2609* NAD 83(1986)- 34 41 32.69695(N) 079 13 23.44799(W) ADJUSTED EB2609* NAVD 88 - 53.4 (meters) 175. (feet) VERTCON EB2609 ___________________________________________________________________ EB2609 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EB2609 GEOID HEIGHT- -33.06 (meters) GEOID03 EB2609 EB2609 HORZ ORDER - SECOND EB2609 EB2609.The North Carolina HARNS have been completed but, EB2609.due to contractual restrictions, coordinates for these stations EB2609.will NOT be published in the near future. In the interim, the EB2609.published coordinates in North Carolina will not be EB2609.consistent with the Continuously Operating Reference Stations EB2609.(CORS). The HARN coordinates for these stations are available EB2609.upon request. Contact Gary Thompson(919-733-3836). EB2609. EB2609.In addition, the published North Carolina positions EB2609.(NAD 83 (1986)) are NOT consistent with those determined in EB2609.adjacent state readjustments. The discontinuity between stations EB2609.located in North Carolina and those in adjacent states EB2609.which have been adjusted to the HARN may be as much as 5 EB2609.decimeters. This will result in a significant loss of accuracy EB2609.over lines crossing such state borders. EB2609 EB2609 EB2609.The horizontal coordinates were established by classical geodetic methods EB2609.and adjusted by the National Geodetic Survey in July 1986. EB2609 EB2609.The NAVD 88 height was computed by applying the VERTCON shift value to EB2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2609 EB2609.The Laplace correction was computed from DEFLEC99 derived deflections. EB2609 EB2609.The geoid height was determined by GEOID03. EB2609 EB2609; North East Units Scale Factor Converg. EB2609;SPC NC - 104,566.379 589,153.237 MT 0.99991992 -0 07 43.7 EB2609;SPC NC - 343,064.86 1,932,913.58 sFT 0.99991992 -0 07 43.7 EB2609;UTM 17 - 3,840,370.629 662,751.410 MT 0.99992648 +1 00 41.5 EB2609 EB2609! - Elev Factor x Scale Factor = Combined Factor EB2609!SPC NC - 0.99999680 x 0.99991992 = 0.99991672 EB2609!UTM 17 - 0.99999680 x 0.99992648 = 0.99992328 EB2609 EB2609: Primary Azimuth Mark Grid Az EB2609:SPC NC - BROKE 113 22 57.6 EB2609:UTM 17 - BROKE 112 14 32.4 EB2609 EB2609|---------------------------------------------------------------------| EB2609| PID Reference Object Distance Geod. Az | EB2609| dddmmss.s | EB2609| EB2607 BROKE APPROX. 3.1 KM 1131513.9 | EB2609|---------------------------------------------------------------------| EB2609 EB2609 SUPERSEDED SURVEY CONTROL EB2609 EB2609 NAD 27 - 34 41 32.11531(N) 079 13 24.30863(W) AD( ) 2 EB2609 NGVD 29 (07/19/86) 53.7 (m) 176. (f) VERT ANG EB2609 EB2609.Superseded values are not recommended for survey control. EB2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2609.See file dsdata.txt to determine how the superseded data were derived. EB2609 EB2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6275140371(NAD 83) EB2609_MARKER: DE = TRAVERSE STATION DISK EB2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2609_STAMPING: MONA 1965 EB2609_MARK LOGO: NCGS EB2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2609+STABILITY: SURFACE MOTION EB2609 EB2609 HISTORY - Date Condition Report By EB2609 HISTORY - 1965 MONUMENTED NCGS EB2609 EB2609 STATION DESCRIPTION EB2609 EB2609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2609'MONA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2609'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2609' EB2609'MONA IS 2.0 MILES W OF PEMBROKE. LOCATED 2.0 MILES W OF THE EB2609'CENTER OF PEMBROKE ALONG THE RIGHT OF WAY OF THE SAL RR. THE EB2609'STATION IS IN THE SW QUADRANT OF THE CROSSING OF HIGHWAY NC EB2609'710 AND THE RAILROAD. EB2609' EB2609'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2609'MONA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2609'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2609' EB2609'MARK IS EB2609' EB2609'12.5 FT W OF C/L OF NC 710 EB2609' EB2609'8.2 FT S OF SOUTH RAIL EB2609' EB2609'33.2 FT SW OF NORTH RR SIGNAL LIGHT EB2609' EB2609'29.7 FT W OF SOUTH RR SIGNAL LIGHT EB2609' EB2609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3925 *********************************************************************** EB3925 DESIGNATION - MORRIS EB3925 PID - EB3925 EB3925 STATE/COUNTY- NC/ROBESON EB3925 USGS QUAD - TARHEEL (1986) EB3925 EB3925 *CURRENT SURVEY CONTROL EB3925 ___________________________________________________________________ EB3925* NAD 83(1986)- 34 39 11.48228(N) 078 52 00.26614(W) ADJUSTED EB3925* NAVD 88 - 45.8 (meters) 150. (feet) VERTCON EB3925 ___________________________________________________________________ EB3925 LAPLACE CORR- -3.23 (seconds) DEFLEC99 EB3925 GEOID HEIGHT- -34.28 (meters) GEOID03 EB3925 EB3925 HORZ ORDER - SECOND EB3925 EB3925.The North Carolina HARNS have been completed but, EB3925.due to contractual restrictions, coordinates for these stations EB3925.will NOT be published in the near future. In the interim, the EB3925.published coordinates in North Carolina will not be EB3925.consistent with the Continuously Operating Reference Stations EB3925.(CORS). The HARN coordinates for these stations are available EB3925.upon request. Contact Gary Thompson(919-733-3836). EB3925. EB3925.In addition, the published North Carolina positions EB3925.(NAD 83 (1986)) are NOT consistent with those determined in EB3925.adjacent state readjustments. The discontinuity between stations EB3925.located in North Carolina and those in adjacent states EB3925.which have been adjusted to the HARN may be as much as 5 EB3925.decimeters. This will result in a significant loss of accuracy EB3925.over lines crossing such state borders. EB3925 EB3925 EB3925.The horizontal coordinates were established by classical geodetic methods EB3925.and adjusted by the National Geodetic Survey in April 1991. EB3925 EB3925.The NAVD 88 height was computed by applying the VERTCON shift value to EB3925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3925 EB3925.The Laplace correction was computed from DEFLEC99 derived deflections. EB3925 EB3925.The geoid height was determined by GEOID03. EB3925 EB3925; North East Units Scale Factor Converg. EB3925;SPC NC - 100,200.373 621,816.433 MT 0.99992678 +0 04 36.9 EB3925;SPC NC - 328,740.72 2,040,076.08 sFT 0.99992678 +0 04 36.9 EB3925;UTM 17 - 3,836,654.168 695,497.302 MT 1.00007109 +1 12 48.1 EB3925 EB3925! - Elev Factor x Scale Factor = Combined Factor EB3925!SPC NC - 0.99999820 x 0.99992678 = 0.99992498 EB3925!UTM 17 - 0.99999820 x 1.00007109 = 1.00006929 EB3925 EB3925 SUPERSEDED SURVEY CONTROL EB3925 EB3925 NGVD 29 (04/22/91) 46.1 (m) 151. (f) VERT ANG EB3925 EB3925.Superseded values are not recommended for survey control. EB3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3925.See file dsdata.txt to determine how the superseded data were derived. EB3925 EB3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9549736654(NAD 83) EB3925_MARKER: DE = TRAVERSE STATION DISK EB3925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3925_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3925_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3925+STABILITY: SURFACE MOTION EB3925 EB3925 HISTORY - Date Condition Report By EB3925 HISTORY - 1977 MONUMENTED NCGS EB3925 HISTORY - 19960427 GOOD USPSQD EB3925 EB3925 STATION DESCRIPTION EB3925 EB3925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3925'THE STATION IS LOCATED APPROXIMATELY 8.4 MILES EAST-NORTHEAST OF EB3925'LUMBERTON AND 12.3 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3925' EB3925'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3925'PROCEED EAST ALONG NC 41 FOR 7.45 MILES TO SR 1963 ON LEFT AND EB3925'STATION ON NORTHEAST SIDE OF INTERSECTION AT WEST EDGE OF CEMETARY. EB3925' EB3925'STATION MARK IS A STANDARD DISK STAMPED---MORRIS 1977---SET IN THE EB3925'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3925'SURFACE. THE MARK IS 77.7 FEET NORTH OF CENTERLINE OF NC 41, 59.2 FEET EB3925'SOUTHEAST OF NORTH END OF TRAFFIC ISLAND IN SR 1963, 24.2 FEET SOUTH EB3925'OF THE NORTHWEST CONCRETE CEMETARY POST, 8.1 FEET SOUTH OF EB3925'RIGHT-OF-WAY MARKER, 17.2 FEET SOUTHWEST OF LARGEST TELEPHONE POLE EB3925'PEDESTAL AND 39.3 FEET NORTHWEST OF CRATE MYRTLE TREE WITH REFERENCE EB3925'TAG. EB3925 EB3925 STATION RECOVERY (1996) EB3925 EB3925'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3925'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2610 *********************************************************************** EB2610 DESIGNATION - MOSS EB2610 PID - EB2610 EB2610 STATE/COUNTY- NC/ROBESON EB2610 USGS QUAD - PEMBROKE (1982) EB2610 EB2610 *CURRENT SURVEY CONTROL EB2610 ___________________________________________________________________ EB2610* NAD 83(1986)- 34 40 02.15312(N) 079 09 09.42913(W) ADJUSTED EB2610* NAVD 88 - 49.1 (meters) 161. (feet) VERTCON EB2610 ___________________________________________________________________ EB2610 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EB2610 GEOID HEIGHT- -33.33 (meters) GEOID03 EB2610 EB2610 HORZ ORDER - SECOND EB2610 EB2610.The North Carolina HARNS have been completed but, EB2610.due to contractual restrictions, coordinates for these stations EB2610.will NOT be published in the near future. In the interim, the EB2610.published coordinates in North Carolina will not be EB2610.consistent with the Continuously Operating Reference Stations EB2610.(CORS). The HARN coordinates for these stations are available EB2610.upon request. Contact Gary Thompson(919-733-3836). EB2610. EB2610.In addition, the published North Carolina positions EB2610.(NAD 83 (1986)) are NOT consistent with those determined in EB2610.adjacent state readjustments. The discontinuity between stations EB2610.located in North Carolina and those in adjacent states EB2610.which have been adjusted to the HARN may be as much as 5 EB2610.decimeters. This will result in a significant loss of accuracy EB2610.over lines crossing such state borders. EB2610 EB2610 EB2610.The horizontal coordinates were established by classical geodetic methods EB2610.and adjusted by the National Geodetic Survey in July 1986. EB2610 EB2610.The NAVD 88 height was computed by applying the VERTCON shift value to EB2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2610 EB2610.The Laplace correction was computed from DEFLEC99 derived deflections. EB2610 EB2610.The geoid height was determined by GEOID03. EB2610 EB2610; North East Units Scale Factor Converg. EB2610;SPC NC - 101,764.237 595,613.795 MT 0.99992426 -0 05 17.1 EB2610;SPC NC - 333,871.50 1,954,109.59 sFT 0.99992426 -0 05 17.1 EB2610;UTM 17 - 3,837,697.501 669,266.542 MT 0.99995315 +1 03 03.8 EB2610 EB2610! - Elev Factor x Scale Factor = Combined Factor EB2610!SPC NC - 0.99999752 x 0.99992426 = 0.99992178 EB2610!UTM 17 - 0.99999752 x 0.99995315 = 0.99995067 EB2610 EB2610: Primary Azimuth Mark Grid Az EB2610:SPC NC - LOWE 113 10 58.6 EB2610:UTM 17 - LOWE 112 02 37.7 EB2610 EB2610|---------------------------------------------------------------------| EB2610| PID Reference Object Distance Geod. Az | EB2610| dddmmss.s | EB2610| EB2583 LOWE APPROX. 5.1 KM 1130541.5 | EB2610|---------------------------------------------------------------------| EB2610 EB2610 SUPERSEDED SURVEY CONTROL EB2610 EB2610 NAD 27 - 34 40 01.56632(N) 079 09 10.29673(W) AD( ) 2 EB2610 NGVD 29 (07/19/86) 49.4 (m) 162. (f) VERT ANG EB2610 EB2610.Superseded values are not recommended for survey control. EB2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2610.See file dsdata.txt to determine how the superseded data were derived. EB2610 EB2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6926737698(NAD 83) EB2610_MARKER: DE = TRAVERSE STATION DISK EB2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2610_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2610_STAMPING: MOSS 1965 EB2610_MARK LOGO: NCGS EB2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2610+STABILITY: SURFACE MOTION EB2610 EB2610 HISTORY - Date Condition Report By EB2610 HISTORY - 1965 MONUMENTED NCGS EB2610 HISTORY - 1971 MARK NOT FOUND USGS EB2610 EB2610 STATION DESCRIPTION EB2610 EB2610'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2610'MOSS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2610'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2610' EB2610'MOSS IS 2.5 MILES ESE OF PEMBROKE AND 8.8 MILES WNW OF EB2610'LUMBERTON. STATION IS LOCATED ON THE RIGHT OF WAY OF THE SAL EB2610'RR. IN THE SE QUADRANT OF THE CROSSING OF SR 1003 AND THE RAILROAD EB2610'KNOWN AS MOSS NECK. 0.9 MILES GOING NE ON SR 1003 FROM THE T EB2610'INTERSECTION OF SR 1003 AND NC 711. STATION IS 1.5 MILES GOING EB2610'SW ON SR 1003 FROM THE T INTERSECTION OF SR 1003 AND NC 72. EB2610' EB2610'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2610'MOSS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2610'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2610' EB2610'MARK IS EB2610' EB2610'14.0 FT S OF C/L OF SR 1003 EB2610' EB2610'9.7 FT SW OF SOUTH RAIL EB2610' EB2610'5.5 FT NE OF RR CROSSING SIGNAL WITH ALUMINUM REF. TAG EB2610' EB2610'44.5 FT S OF TP 87 WITH ALUMINUM REF. TAG EB2610' EB2610'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2610 EB2610 STATION RECOVERY (1971) EB2610 EB2610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2610'STATION WAS SEARCHED FOR AND NOT FOUND. IT APPEARS TO HAVE EB2610'BEEN DESTROYED BY HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2584 *********************************************************************** EB2584 DESIGNATION - MYRON EB2584 PID - EB2584 EB2584 STATE/COUNTY- NC/ROBESON EB2584 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2584 EB2584 *CURRENT SURVEY CONTROL EB2584 ___________________________________________________________________ EB2584* NAD 83(1986)- 34 39 48.12076(N) 079 00 00.22553(W) ADJUSTED EB2584* NAVD 88 - 39.8 (meters) 131. (feet) VERTCON EB2584 ___________________________________________________________________ EB2584 LAPLACE CORR- -5.45 (seconds) DEFLEC99 EB2584 GEOID HEIGHT- -33.90 (meters) GEOID03 EB2584 EB2584 HORZ ORDER - SECOND EB2584 EB2584.The North Carolina HARNS have been completed but, EB2584.due to contractual restrictions, coordinates for these stations EB2584.will NOT be published in the near future. In the interim, the EB2584.published coordinates in North Carolina will not be EB2584.consistent with the Continuously Operating Reference Stations EB2584.(CORS). The HARN coordinates for these stations are available EB2584.upon request. Contact Gary Thompson(919-733-3836). EB2584. EB2584.In addition, the published North Carolina positions EB2584.(NAD 83 (1986)) are NOT consistent with those determined in EB2584.adjacent state readjustments. The discontinuity between stations EB2584.located in North Carolina and those in adjacent states EB2584.which have been adjusted to the HARN may be as much as 5 EB2584.decimeters. This will result in a significant loss of accuracy EB2584.over lines crossing such state borders. EB2584 EB2584 EB2584.The horizontal coordinates were established by classical geodetic methods EB2584.and adjusted by the National Geodetic Survey in July 1986. EB2584 EB2584.The NAVD 88 height was computed by applying the VERTCON shift value to EB2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2584 EB2584.The Laplace correction was computed from DEFLEC99 derived deflections. EB2584 EB2584.The geoid height was determined by GEOID03. EB2584 EB2584; North East Units Scale Factor Converg. EB2584;SPC NC - 101,321.108 609,595.478 MT 0.99992495 -0 00 00.1 EB2584;SPC NC - 332,417.67 1,999,981.16 sFT 0.99992495 -0 00 00.1 EB2584;UTM 17 - 3,837,532.253 683,255.089 MT 1.00001393 +1 08 16.0 EB2584 EB2584! - Elev Factor x Scale Factor = Combined Factor EB2584!SPC NC - 0.99999907 x 0.99992495 = 0.99992402 EB2584!UTM 17 - 0.99999907 x 1.00001393 = 1.00001300 EB2584 EB2584: Primary Azimuth Mark Grid Az EB2584:SPC NC - PINE 180 11 22.9 EB2584:UTM 17 - PINE 179 03 06.8 EB2584 EB2584|---------------------------------------------------------------------| EB2584| PID Reference Object Distance Geod. Az | EB2584| dddmmss.s | EB2584| EB2585 PINE APPROX. 1.4 KM 1801122.8 | EB2584|---------------------------------------------------------------------| EB2584 EB2584 SUPERSEDED SURVEY CONTROL EB2584 EB2584 NAD 27 - 34 39 47.53253(N) 079 00 01.10639(W) AD( ) 2 EB2584 NGVD 29 (07/19/86) 40.1 (m) 132. (f) VERT ANG EB2584 EB2584.Superseded values are not recommended for survey control. EB2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2584.See file dsdata.txt to determine how the superseded data were derived. EB2584 EB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8325537532(NAD 83) EB2584_MARKER: DE = TRAVERSE STATION DISK EB2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2584_STAMPING: MYRON 1965 EB2584_MARK LOGO: NCGS EB2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2584+STABILITY: SURFACE MOTION EB2584 EB2584 HISTORY - Date Condition Report By EB2584 HISTORY - 1965 MONUMENTED NCGS EB2584 HISTORY - 1971 MARK NOT FOUND USGS EB2584 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2584 EB2584 STATION DESCRIPTION EB2584 EB2584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2584'MYRON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2584'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2584' EB2584'MYRON IS 3.0 MILES N OF LUMBERTON. LOCATED 0.5 MILES SW EB2584'ALONG U.S. 301 BUS. FROM BRIDGE OVER I 95. 1.8 MILES N OF EB2584'INTERSECTION OF U.S. 301 BUS. AND NC 211 BUS. AT THE Y EB2584'INTERSECTION OF U.S. 301 BUS. AND SR 1005 AND ON SHOULDER OF EB2584'U.S. 301 BUS. EB2584' EB2584'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2584'MYRON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2584'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2584' EB2584'MARK IS EB2584' EB2584'40.7 FT W OF 18 INCH MAPLE WITH ALUMINUM REF. TAG EB2584' EB2584'29.4 FT E OF C/L OF U.S. 301 EB2584' EB2584'48.6 FT S OF C/L OF DIRT ROAD EB2584' EB2584'108.4 FT S OF PP 33 WITH ALUMINUM REF. TAG EB2584' EB2584'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2584 EB2584 STATION RECOVERY (1971) EB2584 EB2584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2584'STATION WAS SEARCHED FOR AND NOT FOUND. IT WAS PROBABLY EB2584'DESTROYED BY ROAD CONSTRUCTION. THE ROAD HAS BEEN WIDENED EB2584'ABOUT 20 FEET. EB2584 EB2584 STATION RECOVERY (1995) EB2584 EB2584'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2584'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3927 *********************************************************************** EB3927 DESIGNATION - MYRTLE EB3927 PID - EB3927 EB3927 STATE/COUNTY- NC/ROBESON EB3927 USGS QUAD - MC DONALD (1972) EB3927 EB3927 *CURRENT SURVEY CONTROL EB3927 ___________________________________________________________________ EB3927* NAD 83(1986)- 34 33 36.64583(N) 079 10 50.86430(W) ADJUSTED EB3927* NAVD 88 - 52.1 (meters) 171. (feet) VERTCON EB3927 ___________________________________________________________________ EB3927 LAPLACE CORR- -5.24 (seconds) DEFLEC99 EB3927 GEOID HEIGHT- -33.35 (meters) GEOID03 EB3927 EB3927 HORZ ORDER - SECOND EB3927 EB3927.The North Carolina HARNS have been completed but, EB3927.due to contractual restrictions, coordinates for these stations EB3927.will NOT be published in the near future. In the interim, the EB3927.published coordinates in North Carolina will not be EB3927.consistent with the Continuously Operating Reference Stations EB3927.(CORS). The HARN coordinates for these stations are available EB3927.upon request. Contact Gary Thompson(919-733-3836). EB3927. EB3927.In addition, the published North Carolina positions EB3927.(NAD 83 (1986)) are NOT consistent with those determined in EB3927.adjacent state readjustments. The discontinuity between stations EB3927.located in North Carolina and those in adjacent states EB3927.which have been adjusted to the HARN may be as much as 5 EB3927.decimeters. This will result in a significant loss of accuracy EB3927.over lines crossing such state borders. EB3927 EB3927 EB3927.The horizontal coordinates were established by classical geodetic methods EB3927.and adjusted by the National Geodetic Survey in April 1991. EB3927 EB3927.The NAVD 88 height was computed by applying the VERTCON shift value to EB3927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3927 EB3927.The Laplace correction was computed from DEFLEC99 derived deflections. EB3927 EB3927.The geoid height was determined by GEOID03. EB3927 EB3927; North East Units Scale Factor Converg. EB3927;SPC NC - 89,890.018 593,009.816 MT 0.99994490 -0 06 15.7 EB3927;SPC NC - 294,914.17 1,945,566.37 sFT 0.99994490 -0 06 15.7 EB3927;UTM 17 - 3,825,773.748 666,898.841 MT 0.99994334 +1 01 56.0 EB3927 EB3927! - Elev Factor x Scale Factor = Combined Factor EB3927!SPC NC - 0.99999706 x 0.99994490 = 0.99994196 EB3927!UTM 17 - 0.99999706 x 0.99994334 = 0.99994040 EB3927 EB3927 SUPERSEDED SURVEY CONTROL EB3927 EB3927 NGVD 29 (04/22/91) 52.4 (m) 172. (f) VERT ANG EB3927 EB3927.Superseded values are not recommended for survey control. EB3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3927.See file dsdata.txt to determine how the superseded data were derived. EB3927 EB3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6689925774(NAD 83) EB3927_MARKER: DE = TRAVERSE STATION DISK EB3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3927_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3927_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3927+STABILITY: SURFACE MOTION EB3927 EB3927 HISTORY - Date Condition Report By EB3927 HISTORY - 1977 MONUMENTED NCGS EB3927 EB3927 STATION DESCRIPTION EB3927 EB3927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3927'THE STATION IS LOCATED APPROXIMATELY IN NORTHWEST SECTION OF MCDONALD EB3927'AND 6.5 MILES EAST-NORTHEAST OF ROWLAND. EB3927' EB3927'TO REACH STATION FROM THE I 95 UNDERPASS OF US 74, PROCEED SOUTHWEST EB3927'ALONG I 95 FOR 5.4 MILES TO THE SEABOARD COAST LINE AND SR 2457 EB3927'UNDERPASS AND STATION IN MEDIAN AT SOUTHWEST END OF NORTH BOUND EB3927'BRIDGE. EB3927' EB3927'STATION MARK IS A STANDARD DISK STAMPED---MYRTLE 1977---SET IN THE EB3927'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. EB3927'MARK IS 21.9 FEET NORTHWEST OF CENTERLINE OF NORTH BOUND LANES, 13.4 EB3927'FEET SOUTHWEST OF SOUTHWEST END OF BRIDGE RAIL, 15.1 FEET SOUTH OF EB3927'NORTHWEST END OF WINGWALL, 2.5 FEET NORTHWEST OF FOURTH GUARD RAIL EB3927'POST AND 3.9 FEET NORTH OF FIFTH GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3928 *********************************************************************** EB3928 DESIGNATION - NEIL EB3928 PID - EB3928 EB3928 STATE/COUNTY- NC/ROBESON EB3928 USGS QUAD - ROWLAND (1982) EB3928 EB3928 *CURRENT SURVEY CONTROL EB3928 ___________________________________________________________________ EB3928* NAD 83(1986)- 34 34 50.20838(N) 079 16 14.58635(W) ADJUSTED EB3928* NAVD 88 - 44.0 (meters) 144. (feet) VERTCON EB3928 ___________________________________________________________________ EB3928 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EB3928 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3928 EB3928 HORZ ORDER - SECOND EB3928 EB3928.The North Carolina HARNS have been completed but, EB3928.due to contractual restrictions, coordinates for these stations EB3928.will NOT be published in the near future. In the interim, the EB3928.published coordinates in North Carolina will not be EB3928.consistent with the Continuously Operating Reference Stations EB3928.(CORS). The HARN coordinates for these stations are available EB3928.upon request. Contact Gary Thompson(919-733-3836). EB3928. EB3928.In addition, the published North Carolina positions EB3928.(NAD 83 (1986)) are NOT consistent with those determined in EB3928.adjacent state readjustments. The discontinuity between stations EB3928.located in North Carolina and those in adjacent states EB3928.which have been adjusted to the HARN may be as much as 5 EB3928.decimeters. This will result in a significant loss of accuracy EB3928.over lines crossing such state borders. EB3928 EB3928 EB3928.The horizontal coordinates were established by classical geodetic methods EB3928.and adjusted by the National Geodetic Survey in April 1991. EB3928 EB3928.The NAVD 88 height was computed by applying the VERTCON shift value to EB3928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3928 EB3928.The Laplace correction was computed from DEFLEC99 derived deflections. EB3928 EB3928.The geoid height was determined by GEOID03. EB3928 EB3928; North East Units Scale Factor Converg. EB3928;SPC NC - 92,175.451 584,763.905 MT 0.99994069 -0 09 22.5 EB3928;SPC NC - 302,412.29 1,918,512.91 sFT 0.99994069 -0 09 22.5 EB3928;UTM 17 - 3,827,895.035 658,609.329 MT 0.99991008 +0 58 54.1 EB3928 EB3928! - Elev Factor x Scale Factor = Combined Factor EB3928!SPC NC - 0.99999828 x 0.99994069 = 0.99993897 EB3928!UTM 17 - 0.99999828 x 0.99991008 = 0.99990836 EB3928 EB3928 SUPERSEDED SURVEY CONTROL EB3928 EB3928 NGVD 29 (04/22/91) 44.3 (m) 145. (f) VERT ANG EB3928 EB3928.Superseded values are not recommended for survey control. EB3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3928.See file dsdata.txt to determine how the superseded data were derived. EB3928 EB3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5860927895(NAD 83) EB3928_MARKER: DE = TRAVERSE STATION DISK EB3928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3928_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3928+STABILITY: SURFACE MOTION EB3928 EB3928 HISTORY - Date Condition Report By EB3928 HISTORY - 1977 MONUMENTED NCGS EB3928 EB3928 STATION DESCRIPTION EB3928 EB3928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3928'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES NORTH-NORTHEAST OF EB3928'ROWLAND AND 2.7 MILES SOUTH-SOUTHWEST OF ELROD. EB3928' EB3928'TO REACH THE STATION FROM THE INTERSECTION OF US 501 NC 130 OVERPASS EB3928'WITH NC 710 NORTHWEST OF ROWLAND, PROCEED NORTHEAST ALONG NC 710 FOR EB3928'3.05 MILES TO STATION ON LEFT IN SOUTHEAST CORNER OF YARD OF A TWO EB3928'STORY FRAME RESIDENT AND 0.1 MILE SOUTHWEST OF SR 1134 CROSSROAD. EB3928' EB3928'STATION MARK IS A STANDARD DISK STAMPED---NEIL 1977---SET IN THE TOP EB3928'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3928'THE MARK IS 27.5 FEET NORTHWEST OF CENTERLINE OF NC 710, 19.8 FEET EB3928'NORTHEAST OF CENTERLINE OF SOUTH DRIVEWAY, 83.4 FEET SOUTH OF EB3928'TELEPHONE POLE PEDESTAL 855, 80.7 FEET SOUTHEAST OF SOUTHEAST OF EB3928'CORNER OF TWO STORY HOUSE AND 116.7 FEET SOUTH-SOUTHWEST OF SPEED EB3928'LIMIT SIGN WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2599 *********************************************************************** EB2599 DESIGNATION - NICK EB2599 PID - EB2599 EB2599 STATE/COUNTY- NC/ROBESON EB2599 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2599 EB2599 *CURRENT SURVEY CONTROL EB2599 ___________________________________________________________________ EB2599* NAD 83(1986)- 34 37 18.32526(N) 079 01 24.35619(W) ADJUSTED EB2599* NAVD 88 - 36.1 (meters) 118. (feet) VERTCON EB2599 ___________________________________________________________________ EB2599 LAPLACE CORR- -5.45 (seconds) DEFLEC99 EB2599 GEOID HEIGHT- -33.87 (meters) GEOID03 EB2599 EB2599 HORZ ORDER - SECOND EB2599 EB2599.The North Carolina HARNS have been completed but, EB2599.due to contractual restrictions, coordinates for these stations EB2599.will NOT be published in the near future. In the interim, the EB2599.published coordinates in North Carolina will not be EB2599.consistent with the Continuously Operating Reference Stations EB2599.(CORS). The HARN coordinates for these stations are available EB2599.upon request. Contact Gary Thompson(919-733-3836). EB2599. EB2599.In addition, the published North Carolina positions EB2599.(NAD 83 (1986)) are NOT consistent with those determined in EB2599.adjacent state readjustments. The discontinuity between stations EB2599.located in North Carolina and those in adjacent states EB2599.which have been adjusted to the HARN may be as much as 5 EB2599.decimeters. This will result in a significant loss of accuracy EB2599.over lines crossing such state borders. EB2599 EB2599 EB2599.The horizontal coordinates were established by classical geodetic methods EB2599.and adjusted by the National Geodetic Survey in July 1986. EB2599 EB2599.The NAVD 88 height was computed by applying the VERTCON shift value to EB2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2599 EB2599.The Laplace correction was computed from DEFLEC99 derived deflections. EB2599 EB2599.The geoid height was determined by GEOID03. EB2599 EB2599; North East Units Scale Factor Converg. EB2599;SPC NC - 96,705.741 607,452.479 MT 0.99993261 -0 00 48.7 EB2599;SPC NC - 317,275.42 1,992,950.34 sFT 0.99993261 -0 00 48.7 EB2599;UTM 17 - 3,832,874.883 681,203.956 MT 1.00000472 +1 07 23.9 EB2599 EB2599! - Elev Factor x Scale Factor = Combined Factor EB2599!SPC NC - 0.99999965 x 0.99993261 = 0.99993226 EB2599!UTM 17 - 0.99999965 x 1.00000472 = 1.00000437 EB2599 EB2599: Primary Azimuth Mark Grid Az EB2599:SPC NC - PARD 112 58 59.2 EB2599:UTM 17 - PARD 111 50 46.6 EB2599 EB2599|---------------------------------------------------------------------| EB2599| PID Reference Object Distance Geod. Az | EB2599| dddmmss.s | EB2599| EB2600 PARD APPROX. 0.9 KM 1125810.5 | EB2599|---------------------------------------------------------------------| EB2599 EB2599 SUPERSEDED SURVEY CONTROL EB2599 EB2599 NAD 27 - 34 37 17.73439(N) 079 01 25.23342(W) AD( ) 2 EB2599 NGVD 29 (07/19/86) 36.4 (m) 119. (f) VERT ANG EB2599 EB2599.Superseded values are not recommended for survey control. EB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2599.See file dsdata.txt to determine how the superseded data were derived. EB2599 EB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8120432875(NAD 83) EB2599_MARKER: DE = TRAVERSE STATION DISK EB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2599_STAMPING: NICK 1965 EB2599_MARK LOGO: NCGS EB2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2599+STABILITY: SURFACE MOTION EB2599 EB2599 HISTORY - Date Condition Report By EB2599 HISTORY - 1965 MONUMENTED NCGS EB2599 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2599 EB2599 STATION DESCRIPTION EB2599 EB2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2599'NICK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2599'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2599' EB2599'NICK IS 0.8 MILE W OF LUMBERTON. LOCATED 1.0 MILE SE ALONG EB2599'SEABOARD AIR LINE RR FROM BRIDGE ON I 95 AND U.S. 301. TO EB2599'REACH THE STATION FROM THE INTERSECTION OF U.S. 211 BUS AND EB2599'U.S. 74, GO WEST ON U.S. 74 0.8 MILES TO NYE ST. (SR 1541), EB2599'TURN LEFT ON NYE ST. AND GO 0.1 MILE TO SEABOARD AIR LINE EB2599'RR. THE STATION IS ON THE SOUTH SIDE OF RR, APPROXIMATELY EB2599'100 FT S OF BRICK BUILDING. EB2599' EB2599'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2599'NICK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2599'WHICH IS 2 INCHES ABOVE THE GROUND. EB2599' EB2599'MARK IS EB2599' EB2599'7.8 FT SW OF SW RAIL EB2599' EB2599'44.2 FT W OF TP WITH ALUMINUM REF. TAG EB2599' EB2599'44.3 FT NW OF LUMBERTON SIGN WITH ALUMINUM REF. TAG EB2599' EB2599'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2599 EB2599 STATION RECOVERY (1997) EB2599 EB2599'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2599'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2502 *********************************************************************** EB2502 DESIGNATION - OAK EB2502 PID - EB2502 EB2502 STATE/COUNTY- NC/ROBESON EB2502 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2502 EB2502 *CURRENT SURVEY CONTROL EB2502 ___________________________________________________________________ EB2502* NAD 83(1986)- 34 35 24.87500(N) 078 59 04.23325(W) ADJUSTED EB2502* NAVD 88 - 34.5 (meters) 113. (feet) VERTCON EB2502 ___________________________________________________________________ EB2502 LAPLACE CORR- -4.87 (seconds) DEFLEC99 EB2502 GEOID HEIGHT- -34.03 (meters) GEOID03 EB2502 EB2502 HORZ ORDER - SECOND EB2502 EB2502.The North Carolina HARNS have been completed but, EB2502.due to contractual restrictions, coordinates for these stations EB2502.will NOT be published in the near future. In the interim, the EB2502.published coordinates in North Carolina will not be EB2502.consistent with the Continuously Operating Reference Stations EB2502.(CORS). The HARN coordinates for these stations are available EB2502.upon request. Contact Gary Thompson(919-733-3836). EB2502. EB2502.In addition, the published North Carolina positions EB2502.(NAD 83 (1986)) are NOT consistent with those determined in EB2502.adjacent state readjustments. The discontinuity between stations EB2502.located in North Carolina and those in adjacent states EB2502.which have been adjusted to the HARN may be as much as 5 EB2502.decimeters. This will result in a significant loss of accuracy EB2502.over lines crossing such state borders. EB2502 EB2502 EB2502.The horizontal coordinates were established by classical geodetic methods EB2502.and adjusted by the National Geodetic Survey in July 1986. EB2502 EB2502.The NAVD 88 height was computed by applying the VERTCON shift value to EB2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2502 EB2502.The Laplace correction was computed from DEFLEC99 derived deflections. EB2502 EB2502.The geoid height was determined by GEOID03. EB2502 EB2502; North East Units Scale Factor Converg. EB2502;SPC NC - 93,209.873 611,022.270 MT 0.99993876 +0 00 32.2 EB2502;SPC NC - 305,806.06 2,004,662.23 sFT 0.99993876 +0 00 32.2 EB2502;UTM 17 - 3,829,450.225 684,842.646 MT 1.00002114 +1 08 40.3 EB2502 EB2502! - Elev Factor x Scale Factor = Combined Factor EB2502!SPC NC - 0.99999992 x 0.99993876 = 0.99993868 EB2502!UTM 17 - 0.99999992 x 1.00002114 = 1.00002106 EB2502 EB2502: Primary Azimuth Mark Grid Az EB2502:SPC NC - JACKSON 194 12 30.1 EB2502:UTM 17 - JACKSON 193 04 22.0 EB2502 EB2502|---------------------------------------------------------------------| EB2502| PID Reference Object Distance Geod. Az | EB2502| dddmmss.s | EB2502| EB2494 JACKSON APPROX. 0.7 KM 1941302.3 | EB2502|---------------------------------------------------------------------| EB2502 EB2502 SUPERSEDED SURVEY CONTROL EB2502 EB2502 NAD 27 - 34 35 24.28033(N) 078 59 05.11648(W) AD( ) 2 EB2502 NGVD 29 (07/19/86) 34.8 (m) 114. (f) VERT ANG EB2502 EB2502.Superseded values are not recommended for survey control. EB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2502.See file dsdata.txt to determine how the superseded data were derived. EB2502 EB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8484329450(NAD 83) EB2502_MARKER: DE = TRAVERSE STATION DISK EB2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2502_STAMPING: OAK 1965 EB2502_MARK LOGO: NCGS EB2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2502+STABILITY: SURFACE MOTION EB2502 EB2502 HISTORY - Date Condition Report By EB2502 HISTORY - 1965 MONUMENTED NCGS EB2502 EB2502 STATION DESCRIPTION EB2502 EB2502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2502'OAK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2502'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2502' EB2502'OAK IS 2.5 MILES SE OF LUMBERTON. LOCATED 1.7 MILES S ALONG EB2502'U.S. 74 FROM INTERSECTION OF U.S. 74 AND NC 211 BYPASS. 0.2 MILES EB2502'S OF BRIDGE OVER LUMBER RIVER. 0.4 MILES NW OF Y INTERSECTION EB2502'OF U.S. 74 AND SR 2202. AND ON W SHOULDER OF U.S. 74. EB2502' EB2502'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2502'OAK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2502'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2502' EB2502'MARK IS EB2502' EB2502'19.4 FT W OF C/L OF U.S. 74 EB2502' EB2502'105.8 FT SW OF 14 INCH GUM TREE WITH ALUMINUM REF. TAG. EB2502' EB2502'33.7 FT NE OF 16 INCH GUM TREE WITH ALUMINUM REF. TAG. EB2502' EB2502'41.7 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG. EB2502' EB2502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2626 *********************************************************************** EB2626 DESIGNATION - OAK GROVE EB2626 PID - EB2626 EB2626 STATE/COUNTY- NC/ROBESON EB2626 USGS QUAD - JOHNS (1971) EB2626 EB2626 *CURRENT SURVEY CONTROL EB2626 ___________________________________________________________________ EB2626* NAD 83(1986)- 34 38 52.17818(N) 079 24 55.48335(W) ADJUSTED EB2626* NAVD 88 - 51.1 (meters) 168. (feet) VERTCON EB2626 ___________________________________________________________________ EB2626 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB2626 GEOID HEIGHT- -32.55 (meters) GEOID03 EB2626 EB2626 HORZ ORDER - FIRST EB2626 EB2626.The North Carolina HARNS have been completed but, EB2626.due to contractual restrictions, coordinates for these stations EB2626.will NOT be published in the near future. In the interim, the EB2626.published coordinates in North Carolina will not be EB2626.consistent with the Continuously Operating Reference Stations EB2626.(CORS). The HARN coordinates for these stations are available EB2626.upon request. Contact Gary Thompson(919-733-3836). EB2626. EB2626.In addition, the published North Carolina positions EB2626.(NAD 83 (1986)) are NOT consistent with those determined in EB2626.adjacent state readjustments. The discontinuity between stations EB2626.located in North Carolina and those in adjacent states EB2626.which have been adjusted to the HARN may be as much as 5 EB2626.decimeters. This will result in a significant loss of accuracy EB2626.over lines crossing such state borders. EB2626 EB2626 EB2626.The horizontal coordinates were established by classical geodetic methods EB2626.and adjusted by the National Geodetic Survey in July 1986. EB2626 EB2626.The NAVD 88 height was computed by applying the VERTCON shift value to EB2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2626 EB2626.The Laplace correction was computed from DEFLEC99 derived deflections. EB2626 EB2626.The geoid height was determined by GEOID03. EB2626 EB2626; North East Units Scale Factor Converg. EB2626;SPC NC - 99,677.039 571,520.119 MT 0.99992775 -0 14 23.1 EB2626;SPC NC - 327,023.75 1,875,062.26 sFT 0.99992775 -0 14 23.1 EB2626;SPC SC - 313,241.207 754,856.662 MT 0.99993935 +0 52 42.6 EB2626;SPC SC - 1,027,694.25 2,476,563.85 iFT 0.99993935 +0 52 42.6 EB2626;UTM 17 - 3,835,131.430 645,219.655 MT 0.99985993 +0 54 03.8 EB2626 EB2626! - Elev Factor x Scale Factor = Combined Factor EB2626!SPC NC - 0.99999708 x 0.99992775 = 0.99992483 EB2626!SPC SC - 0.99999708 x 0.99993935 = 0.99993643 EB2626!UTM 17 - 0.99999708 x 0.99985993 = 0.99985701 EB2626 EB2626: Primary Azimuth Mark Grid Az EB2626:SPC NC - OAK GROVE RM 3 AZIMUTH 298 31 18.8 EB2626:SPC SC - OAK GROVE RM 3 AZIMUTH 297 24 13.1 EB2626:UTM 17 - OAK GROVE RM 3 AZIMUTH 297 22 51.9 EB2626 EB2626|---------------------------------------------------------------------| EB2626| PID Reference Object Distance Geod. Az | EB2626| dddmmss.s | EB2626| EB2616 MAXTON MUNICIPAL TANK APPROX.11.7 KM 0310241.9 | EB2626| EB3942 PEA 17.357 METERS 03529 | EB2626| EB3472 OAK GROVE RM 1 36.866 METERS 12229 | EB2626| EB3473 OAK GROVE RM 2 37.396 METERS 18751 | EB2626| EB2624 AIRWAY BEACON EAST OF CLIO APPROX. 6.8 KM 2172502.7 | EB2626| EB2902 MC COLL MUNICIPAL TANK APPROX.12.3 KM 2814327.8 | EB2626| EB3474 OAK GROVE RM 3 AZIMUTH 2981655.7 | EB2626| EB2635 LAURINBURG MUNICIPAL TANK APPROX.15.2 KM 3422047.6 | EB2626| EB2634 LAURINBURG DIXIE GUANO CO TANK APPROX.13.1 KM 3510735.6 | EB2626|---------------------------------------------------------------------| EB2626 EB2626 SUPERSEDED SURVEY CONTROL EB2626 EB2626 NAD 27 - 34 38 51.59700(N) 079 24 56.31900(W) AD( ) 1 EB2626 NGVD 29 (04/22/91) 51.4 (m) 169. (f) VERT ANG EB2626 EB2626.Superseded values are not recommended for survey control. EB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2626.See file dsdata.txt to determine how the superseded data were derived. EB2626 EB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4522035131(NAD 83) EB2626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2626_STAMPING: OAK GROVE 1933 EB2626_MARK LOGO: CGS EB2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2626+STABILITY: SURFACE MOTION EB2626 EB2626 HISTORY - Date Condition Report By EB2626 HISTORY - 1933 MONUMENTED CGS EB2626 HISTORY - 1942 GOOD USE EB2626 HISTORY - 1949 GOOD CGS EB2626 HISTORY - 1977 GOOD NCGS EB2626 EB2626 STATION DESCRIPTION EB2626 EB2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2626'ABOUT 10 MILES NORTHWEST OF ROWLAND AND 7-1/4 MILES SOUTHWEST OF EB2626'MAXTON, IN YARD OF OAK GROVE METHODIST CHURCH. TO REACH FROM EB2626'ROWLAND, GO NORTHWEST 7.6 MILES ON NORTH CAROLINA ROUTE 71 AND EB2626'UNITED STATES ROUTE 311 TO RAYMOND, TAKE LEFT FORK (UNITED STATES EB2626'ROUTE 311) 3.9 MILES TO CROSSROADS, TURN LEFT, PROCEED WEST 1.8 EB2626'MILES TO OLD FORK CROSSROAD, TURN RIGHT AND PROCEED 0.25 MILE TO EB2626'STATION SITE. TO REACH FROM MAXTON, GO SOUTH ABOUT 5 MILES ON NORTH EB2626'CAROLINA ROUTE 71 TO ITS JUNCTION WITH UNITED STATES ROUTE 311 AT EB2626'RAYMOND, TURN RIGHT ONTO UNITED STATES ROUTE 311 AND CONTINUE AS EB2626'ABOVE. STATION IS IN NORTH CORNER OF CHURCHYARD, 56 FEET EB2626'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, ABOUT 200 FEET NORTH OF EB2626'CHURCH, AND 23 FEET NORTHEAST OF 15-INCH OAK TREE WITH TRIANGULAR EB2626'BLAZE ON ITS NORTHWEST SIDE. SURFACE AND UNDERGROUND MARKS EB2626'ARE STANDARD DISK STATION MARKS IN CONCRETE. UPPER MARK PROJECTS 5 EB2626'INCHES. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, EB2626'REFERENCE MARK NO. 1 IS 16 FEET SOUTH-SOUTHEAST OF CENTER LINE OF EB2626'ROAD AND 120.95 FEET FROM STATION. EB2626'REFERENCE MARK NO. 2 IS ON LINE EB2626'WITH EAST SIDE OF CHURCH, 72.5 FEET NORTH OF EB2626'NORTHEAST CORNER, AND 122.64 FEET FROM STATION EB2626'REFERENCE MARK NO. 3 IS 12 FEET NORTH OF CENTER LINE OF ROAD, EB2626'ABOUT 0.1 MILE WEST OF LANE LEADING TO RESIDENCE ON SOUTH SIDE OF EB2626'ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION. EB2626 EB2626 STATION RECOVERY (1942) EB2626 EB2626'RECOVERY NOTE BY US ENGINEERS 1942 EB2626'FOUND AS DESCRIBED. CONDITION GOOD. EB2626' EB2626'WITH THE FOLLOWING EXCEPTION-- ROUTE 311 AS LISTED IN U.S.C. AND G.S. EB2626'DESCRIPTION IS U.S. ROUTE 501. EB2626' EB2626'FROM ROWLAND, SOUTH CAROLINA, PROCEED NW 11.5 MILES ON U.S. HIGHWAY EB2626'501 TO CROSSROADS AT RAYMOND, NORTH CAROLINA. THENCE W ALONG DIRT EB2626'ROAD 1.8 MILES TO OLD FORK CROSSROADS. THENCE TURN RIGHT AND EB2626'PROCEED 0.25 MILE TO STATION SITE. STATION IS 56 FEET SSW OF THE EB2626'CENTER LINE OF DIRT ROAD, 23 FEET NE OF 18-INCH OAK TREE AND 100 EB2626'FEET S OF A TELEPHONE POLE. EB2626 EB2626 STATION RECOVERY (1949) EB2626 EB2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2626'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD EB2626'CONDITION. THE DISTANCES TO REFERENCE MARKS NOS. 1, 2 AND 3 CHECKED EB2626'AND THE DIRECTIONS TO REFERENCE MARKS NOS. 1 AND 2 CHECKED. THE EB2626'DIRECTION TO REFERENCE MARK NO. 3 DID NOT CHECK. EB2626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND STATE EB2626'HIGHWAY 83, 6 MILES SOUTH OF MAXTON, GO SOUTH ON HIGHWAY 83 FOR 1.7 EB2626'MILES TO A DIRT CROSSROAD, TURN RIGHT AND GO WEST FOR 0.25 MILE TO EB2626'THE STATION ON THE LEFT, CONTINUE WEST FOR 0.3 MILE TO R.M. NO. 3 ON EB2626'THE RIGHT. EB2626 EB2626 STATION RECOVERY (1977) EB2626 EB2626'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2626'THE STATION WAS RECOVERED IN GOOD CONDITION. EB2626' EB2626'REFERENCE MARK 1 WAS DESTROYED FOUND OUT OF GROUND CAUSED BY ROAD EB2626'CONSTRUCTION. REFERENCE MARK 2 FOUND DISTURBED AND LEANING TO THE WEST EB2626'AND NEW DIRECTIONS AND DISTANCE TAKEN. REFERENCE MARK 3 FOUND OUT OF EB2626'GROUND DESTROYED BY ROAD CONSTRUCTION. PEA NCGS REPLACES REFERENCE EB2626'MARK 1 AND BUSH HOG NCGS REPLACES REFERENCE MARK 3 AS AZIMUTH MARK. EB2626' EB2626'THE STATION IS LOCATED APPROXIMATELY 7.1 MILES SOUTHWEST OF MAXTON AND EB2626'10.4 MILES NORTHWEST OF ROWLAND. EB2626' EB2626'TO REACH STATION FROM THE INTERSECTION OF US 501 WITH NC 83 SOUTHWEST EB2626'OF MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.7 MILE TO SR 1104, EB2626'THENCE NORTH ALONG SR 1104 FOR 0.25 MILE TO STATION ON LEFT. THE EB2626'CHURCH BUILDING NO LONGER EXISTS AS A CHURCH. EB2626' EB2626'STATION MARK IS A STANDARD DISK STAMPED---OAK GROVE 1933---SET IN EB2626'A SQUARE CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW GROUND SURFACE. EB2626'THE MARK IS 38.1 FEET SOUTHWEST OF CENTERLINE OF SR 1104, 17.5 FEET EB2626'NORTHWEST OF A 20 INCH OAK WITH REFERENCE TAG, 50.0 FEET NORTHEAST OF EB2626'A 12 INCH OAK WITH REFERENCE TAG, 3.0 FEET SOUTHWEST OF METAL WITNESS EB2626'POST AND 40.4 FEET SOUTHEAST OF TELEPHONE POLE PEDESTAL. EB2626' EB2626'REFERENCE MARK 2 IS A STD DISK STAMPED---OAK GROVE NO 2 1933---SET EB2626'IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE EB2626'GROUND SURFACE, SLIGHTLY LEANING WESTWARD. THE MARK IS 105.7 FEET EB2626'SOUTH OF A 20 INCH OAK AND 106.7 FEET EAST OF A 24 INCH PINE BOTH WITH EB2626'REFERENCE TAGS. EB2626' EB2626'PEA NCGS IS A STANDARD DISK STAMPED---PEA 1977---SET IN TOP OF A EB2626'ROUND CONCRETE MONUMENT, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB2626'THE MARK IS 18.2 FEET NORTHEAST OF CENTERLINE OF SR 1104, 60.0 FEET EB2626'SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND 57.6 FEET EAST OF EB2626'TELEPHONE PEDESTAL. EB2626' EB2626'BUSH HOG NCGS IS A STANDARD DISK STAMPED---BUSH HOG 1977---SET IN EB2626'TOP OF A ROUND CONCRETE MONUMENT, WHICH IS 1 INCH BEOW THE GROUND EB2626'SURFACE. THE MARK IS 24.9 FEET NORTHEAST OF CENTERLINE OF SR 1104, EB2626'47.4 FEET WEST OF POWER POLE WITH REFERENCE TAG, 66.4 FEET NORTH OF EB2626'TELEPHONE PEDESTAL POST WITH REFERENCE TAG, 40.2 FEET NORTHWEST OF EB2626'CONCRETE PROPERTY CORNER AND 48.9 FEET SOUTH OF SHELTER POST WITH EB2626'REFERENCE TAG. EB2626' EB2626'TO REACH FROM STATION, PROCEED WEST ALONG SR 1104 FOR 0.5 MILE TO MARK EB2626'AT ENTRANCE TO MIDWAY GIN COMPANY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2655 *********************************************************************** EB2655 DESIGNATION - OFFICE EB2655 PID - EB2655 EB2655 STATE/COUNTY- NC/ROBESON EB2655 USGS QUAD - FAIRMONT (1962) EB2655 EB2655 *CURRENT SURVEY CONTROL EB2655 ___________________________________________________________________ EB2655* NAD 83(1986)- 34 29 39.38095(N) 079 06 47.47119(W) ADJUSTED EB2655* NAVD 88 - 36.227 (meters) 118.85 (feet) ADJUSTED EB2655 ___________________________________________________________________ EB2655 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EB2655 GEOID HEIGHT- -33.60 (meters) GEOID03 EB2655 DYNAMIC HT - 36.192 (meters) 118.74 (feet) COMP EB2655 MODELED GRAV- 979,668.7 (mgal) NAVD 88 EB2655 EB2655 HORZ ORDER - SECOND EB2655 VERT ORDER - SECOND CLASS II EB2655 EB2655.The North Carolina HARNS have been completed but, EB2655.due to contractual restrictions, coordinates for these stations EB2655.will NOT be published in the near future. In the interim, the EB2655.published coordinates in North Carolina will not be EB2655.consistent with the Continuously Operating Reference Stations EB2655.(CORS). The HARN coordinates for these stations are available EB2655.upon request. Contact Gary Thompson(919-733-3836). EB2655. EB2655.In addition, the published North Carolina positions EB2655.(NAD 83 (1986)) are NOT consistent with those determined in EB2655.adjacent state readjustments. The discontinuity between stations EB2655.located in North Carolina and those in adjacent states EB2655.which have been adjusted to the HARN may be as much as 5 EB2655.decimeters. This will result in a significant loss of accuracy EB2655.over lines crossing such state borders. EB2655 EB2655 EB2655.The horizontal coordinates were established by classical geodetic methods EB2655.and adjusted by the National Geodetic Survey in July 1986. EB2655 EB2655.The orthometric height was determined by differential leveling EB2655.and adjusted by the National Geodetic Survey in October 1999. EB2655 EB2655.The Laplace correction was computed from DEFLEC99 derived deflections. EB2655 EB2655.The geoid height was determined by GEOID03. EB2655 EB2655.The dynamic height is computed by dividing the NAVD 88 EB2655.geopotential number by the normal gravity value computed on the EB2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2655.degrees latitude (g = 980.6199 gals.). EB2655 EB2655.The modeled gravity was interpolated from observed gravity values. EB2655 EB2655; North East Units Scale Factor Converg. EB2655;SPC NC - 82,570.005 599,205.894 MT 0.99995931 -0 03 55.2 EB2655;SPC NC - 270,898.42 1,965,894.67 sFT 0.99995931 -0 03 55.2 EB2655;SPC SC - 296,676.483 782,869.322 MT 0.99989715 +1 02 45.8 EB2655;SPC SC - 973,348.04 2,568,468.90 iFT 0.99989715 +1 02 45.8 EB2655;UTM 17 - 3,818,577.912 673,238.775 MT 0.99996993 +1 04 07.7 EB2655 EB2655! - Elev Factor x Scale Factor = Combined Factor EB2655!SPC NC - 0.99999959 x 0.99995931 = 0.99995890 EB2655!SPC SC - 0.99999959 x 0.99989715 = 0.99989674 EB2655!UTM 17 - 0.99999959 x 0.99996993 = 0.99996952 EB2655 EB2655|---------------------------------------------------------------------| EB2655| PID Reference Object Distance Geod. Az | EB2655| dddmmss.s | EB2655| EB2642 CURRIE 369.945 METERS 09334 | EB2655| EB2638 BRITT 171.010 METERS 33127 | EB2655|---------------------------------------------------------------------| EB2655 EB2655 SUPERSEDED SURVEY CONTROL EB2655 EB2655 NAD 27 - 34 29 38.79431(N) 079 06 48.34303(W) AD( ) 2 EB2655 NGVD 29 (07/19/86) 36.54 (m) 119.9 (f) LEVELING 3 EB2655 EB2655.Superseded values are not recommended for survey control. EB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2655.See file dsdata.txt to determine how the superseded data were derived. EB2655 EB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7323918578(NAD 83) EB2655_MARKER: DE = TRAVERSE STATION DISK EB2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2655_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2655_STAMPING: OFFICE 1966 EB2655_MARK LOGO: NCGS EB2655_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2655+STABILITY: SURFACE MOTION EB2655 EB2655 HISTORY - Date Condition Report By EB2655 HISTORY - 1966 MONUMENTED NCGS EB2655 HISTORY - 19890131 GOOD NCGS EB2655 EB2655 STATION DESCRIPTION EB2655 EB2655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2655'OFFICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2655'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2655' EB2655'OFFICE IS LOCATED IN FAIRMONT 0.05 MILES EAST OF NC 130 AND EB2655'NC 41 INTERSECTION. TO REACH STATION PROCEED FROM INTERSECTION EB2655'OF NC 130 AND NC 41 IN FAIRMONT 0.05 MILES EAST ON NC 130 TO EB2655'STATION ON LEFT, NEAR A WHITE FRAME HOUSE JUST EAST OF A BRICK EB2655'BUILDING CONTAINING TOWN OFFICE AND A FIRE STATION. EB2655' EB2655'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2655'OFFICE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2655'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2655' EB2655'MARK IS EB2655' EB2655'50.4 FT NE OF PP 163 WITH ALUMINUM REF. TAG EB2655' EB2655'21.1 FT E OF TP WITH ALUMINUM REF. TAG EB2655' EB2655'17.2 FT S OF 38 INCH OAK WITH ALUMINUM REF. TAG EB2655' EB2655'23.4 FT N OF C/L OF NC 130 EB2655' EB2655'44.1 FT SE OF SOUTHEAST CORNER OF FIRE HOUSE AND TOWN OFFICE EB2655'BUILDING EB2655' EB2655'16.0 FT SW OF SW CORNER OF WHITE FRAME HOUSE 201A EB2655' EB2655'81.6 FT WSW OF CENTER OF ENTRANCE AT SW CORNER OF DAVIS WAREHOUSE EB2655 EB2655 STATION RECOVERY (1989) EB2655 EB2655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2655'STATION IS LOCATED IN FAIRMONT. ALONG NC 130 BUSINESS EAST (COTTAGE EB2655'STREET), ABOUT MIDWAY BETWEEN MAIN AND WALNUT STREETS, IN THE CONCRETE EB2655'ENTRANCE WAY OF THE NEW FIRE STATION, ENCLOSED INSIDE A WATER METER EB2655'WITH A METAL ACCESS COVER. MARK IS FLUSH WITH CONCRETE. LOCATED 7.23 EB2655'M (23.72 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.30 M (33.79 FT) EB2655'SOUTH OF THE SOUTH (FRONT) WALL OF THE FIRE HOUSE, 13.80 M (45.28 FT) EB2655'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FIRE HOUSE, AND 7.50 M (24.61 EB2655'FT) WEST-NORTHWEST OF A CABLE POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3931 *********************************************************************** EB3931 DESIGNATION - OLD EB3931 PID - EB3931 EB3931 STATE/COUNTY- NC/ROBESON EB3931 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3931 EB3931 *CURRENT SURVEY CONTROL EB3931 ___________________________________________________________________ EB3931* NAD 83(1986)- 34 43 26.96700(N) 079 05 49.98577(W) ADJUSTED EB3931* NAVD 88 - 50.834 (meters) 166.78 (feet) ADJUSTED EB3931 ___________________________________________________________________ EB3931 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EB3931 GEOID HEIGHT- -33.44 (meters) GEOID03 EB3931 DYNAMIC HT - 50.785 (meters) 166.62 (feet) COMP EB3931 MODELED GRAV- 979,688.7 (mgal) NAVD 88 EB3931 EB3931 HORZ ORDER - SECOND EB3931 VERT ORDER - SECOND CLASS II EB3931 EB3931.The North Carolina HARNS have been completed but, EB3931.due to contractual restrictions, coordinates for these stations EB3931.will NOT be published in the near future. In the interim, the EB3931.published coordinates in North Carolina will not be EB3931.consistent with the Continuously Operating Reference Stations EB3931.(CORS). The HARN coordinates for these stations are available EB3931.upon request. Contact Gary Thompson(919-733-3836). EB3931. EB3931.In addition, the published North Carolina positions EB3931.(NAD 83 (1986)) are NOT consistent with those determined in EB3931.adjacent state readjustments. The discontinuity between stations EB3931.located in North Carolina and those in adjacent states EB3931.which have been adjusted to the HARN may be as much as 5 EB3931.decimeters. This will result in a significant loss of accuracy EB3931.over lines crossing such state borders. EB3931 EB3931 EB3931.The horizontal coordinates were established by classical geodetic methods EB3931.and adjusted by the National Geodetic Survey in April 1991. EB3931 EB3931.The orthometric height was determined by differential leveling EB3931.and adjusted by the National Geodetic Survey in October 1999. EB3931 EB3931.The Laplace correction was computed from DEFLEC99 derived deflections. EB3931 EB3931.The geoid height was determined by GEOID03. EB3931 EB3931.The dynamic height is computed by dividing the NAVD 88 EB3931.geopotential number by the normal gravity value computed on the EB3931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3931.degrees latitude (g = 980.6199 gals.). EB3931 EB3931.The modeled gravity was interpolated from observed gravity values. EB3931 EB3931; North East Units Scale Factor Converg. EB3931;SPC NC - 108,068.733 600,697.423 MT 0.99991470 -0 03 22.0 EB3931;SPC NC - 354,555.50 1,970,788.13 sFT 0.99991470 -0 03 22.0 EB3931;UTM 17 - 3,844,102.147 674,223.987 MT 0.99997413 +1 05 02.9 EB3931 EB3931! - Elev Factor x Scale Factor = Combined Factor EB3931!SPC NC - 0.99999727 x 0.99991470 = 0.99991197 EB3931!UTM 17 - 0.99999727 x 0.99997413 = 0.99997140 EB3931 EB3931 SUPERSEDED SURVEY CONTROL EB3931 EB3931 NGVD 29 (04/22/91) 51.0 (m) 167. (f) VERT ANG EB3931 EB3931.Superseded values are not recommended for survey control. EB3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3931.See file dsdata.txt to determine how the superseded data were derived. EB3931 EB3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7422444102(NAD 83) EB3931_MARKER: DH = HORIZONTAL CONTROL DISK EB3931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3931_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3931_STAMPING: OLD 1977 EB3931_MARK LOGO: NCGS EB3931_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3931+STABILITY: SURFACE MOTION EB3931 EB3931 HISTORY - Date Condition Report By EB3931 HISTORY - 1977 MONUMENTED NCGS EB3931 HISTORY - 19881228 GOOD NCGS EB3931 EB3931 STATION DESCRIPTION EB3931 EB3931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3931'THE STATION IS LOCATED APPROXIMATELY 8.6 MILES NORTHWEST OF LUMBERTON EB3931'AND 7.9 MILES SOUTHEAST OF RED SPRINGS. EB3931' EB3931'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE EB3931'IN RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 8.1 MILES TO EB3931'STATION ON RIGHT IN A TRAFFIC ISLAND IN FRONT OF AN OLD STORE BUILDING EB3931'AND 0.2 MILE NORTHWEST OF NC 211 - SR 1770 CROSSROAD. EB3931' EB3931'STATION MARK IS A STANDARD DISK STAMPED---OLD 1977---SET IN THE TOP EB3931'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3931'THE MARK IS 21.6 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 211, 108.2 EB3931'FEET SOUTH-SOUTHEAST OF 30TH ENGINEER MONUMENT NUMBER NC 42, 27.2 FEET EB3931'NORTHEAST OF METAL SIGN POST WITH REFERENCE TAG, 65.5 FEET EAST OF A EB3931'SERVICE POLE WITH REFERENCE TAG AND 41.4 FEET NORTH OF AN 8 INCH PINE EB3931'WITH REFERENCE TAG. EB3931 EB3931 STATION RECOVERY (1988) EB3931 EB3931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3931'STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF LUMBERTON AND EB3931'7.9 MI (12.7 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH EB3931'AVENUE) FOR 8.1 MI (13.0 KM) SOUTHEAST FROM MAIN STREET (IN RED EB3931'SPRINGS), ON THE RIGHT, IN FRONT OF AN OLD STORE BUILDING (NOW BURNED EB3931'OUT), AND 0.2 MI (0.3 KM) NORTHWEST OF SR 1770 CROSSROAD. MARK IS EB3931'RECESSED 4 INCHES BELOW GROUND. LOCATED 21.6 FT (6.6 M) EB3931'WEST-SOUTHWEST OF THE CENTERLINE OF NC 211, 108.2 FT (33.0 M) EB3931'SOUTH-SOUTHEAST OF 30TH ENGINEER MONUMENT NUMBER 104, 27.2 FT (8.3 M) EB3931'NORTHEAST OF METAL SIGN POST, 71.1 FT (21.7 M) SOUTHEAST OF A EB3931'TELEPHONE PEDESTAL, AND 41.4 FT (12.6 M) NORTH OF AN 8-INCH PINE WITH EB3931'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1657 *********************************************************************** EB1657 DESIGNATION - OMIT EB1657 PID - EB1657 EB1657 STATE/COUNTY- NC/ROBESON EB1657 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1657 EB1657 *CURRENT SURVEY CONTROL EB1657 ___________________________________________________________________ EB1657* NAD 83(1986)- 34 33 56.65576(N) 079 01 41.85497(W) ADJUSTED EB1657* NAVD 88 - 40.188 (meters) 131.85 (feet) ADJUSTED EB1657 ___________________________________________________________________ EB1657 LAPLACE CORR- -5.23 (seconds) DEFLEC99 EB1657 GEOID HEIGHT- -33.89 (meters) GEOID03 EB1657 DYNAMIC HT - 40.148 (meters) 131.72 (feet) COMP EB1657 MODELED GRAV- 979,659.8 (mgal) NAVD 88 EB1657 EB1657 HORZ ORDER - SECOND EB1657 VERT ORDER - SECOND CLASS I EB1657 EB1657.The North Carolina HARNS have been completed but, EB1657.due to contractual restrictions, coordinates for these stations EB1657.will NOT be published in the near future. In the interim, the EB1657.published coordinates in North Carolina will not be EB1657.consistent with the Continuously Operating Reference Stations EB1657.(CORS). The HARN coordinates for these stations are available EB1657.upon request. Contact Gary Thompson(919-733-3836). EB1657. EB1657.In addition, the published North Carolina positions EB1657.(NAD 83 (1986)) are NOT consistent with those determined in EB1657.adjacent state readjustments. The discontinuity between stations EB1657.located in North Carolina and those in adjacent states EB1657.which have been adjusted to the HARN may be as much as 5 EB1657.decimeters. This will result in a significant loss of accuracy EB1657.over lines crossing such state borders. EB1657 EB1657 EB1657.The horizontal coordinates were established by classical geodetic methods EB1657.and adjusted by the National Geodetic Survey in April 1991. EB1657 EB1657.The orthometric height was determined by differential leveling EB1657.and adjusted by the National Geodetic Survey in June 1991. EB1657 EB1657.The Laplace correction was computed from DEFLEC99 derived deflections. EB1657 EB1657.The geoid height was determined by GEOID03. EB1657 EB1657.The dynamic height is computed by dividing the NAVD 88 EB1657.geopotential number by the normal gravity value computed on the EB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1657.degrees latitude (g = 980.6199 gals.). EB1657 EB1657.The modeled gravity was interpolated from observed gravity values. EB1657 EB1657; North East Units Scale Factor Converg. EB1657;SPC NC - 90,491.843 607,004.975 MT 0.99994374 -0 00 58.8 EB1657;SPC NC - 296,888.65 1,991,482.16 sFT 0.99994374 -0 00 58.8 EB1657;UTM 17 - 3,826,652.925 680,879.719 MT 1.00000328 +1 07 08.2 EB1657 EB1657! - Elev Factor x Scale Factor = Combined Factor EB1657!SPC NC - 0.99999901 x 0.99994374 = 0.99994275 EB1657!UTM 17 - 0.99999901 x 1.00000328 = 1.00000229 EB1657 EB1657 SUPERSEDED SURVEY CONTROL EB1657 EB1657 NGVD 29 (10/06/93) 40.462 (m) 132.75 (f) ADJUSTED 2 1 EB1657 EB1657.Superseded values are not recommended for survey control. EB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1657.See file dsdata.txt to determine how the superseded data were derived. EB1657 EB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8088026653(NAD 83) EB1657_MARKER: DE = TRAVERSE STATION DISK EB1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1657_SP_SET: CONCRETE POST EB1657_STAMPING: OMIT 1977 EB1657_MARK LOGO: NCGS EB1657_PROJECTION: RECESSED 15 CENTIMETERS EB1657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1657+STABILITY: SURFACE MOTION EB1657 EB1657 HISTORY - Date Condition Report By EB1657 HISTORY - 1977 MONUMENTED NCGS EB1657 HISTORY - 1978 GOOD NCGS EB1657 HISTORY - 19950808 MARK NOT FOUND USPSQD EB1657 EB1657 STATION DESCRIPTION EB1657 EB1657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1657'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTH-SOUTHWEST OF EB1657'LUMBERTON AND 6.8 MILES NORTHEAST OF FAIRMONT. EB1657' EB1657'TO REACH THE STATION FROM INTERSECTION US 74 OVERPASS OF NC 41 EB1657'SOUTHWEST OF LUMBERTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.5 MILES EB1657'TO STATION IN EAST SHOULDER OVER 30 INCH CULVERT UNDER US 74 AND EB1657'APPROXIMATELY 700 FEET SOUTH OF A POWER LINE CROSSING HIGHWAY. EB1657' EB1657'STATION MARK IS A STANDARD DISK STAMPED---OMIT 1977---SET IN THE TOP EB1657'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. MARK EB1657'IS 31.2 FEET EAST-NORTHEAST OF CENTERLINE OF US 74, 57.7 FEET EB1657'NORTHEAST OF TWO WAY TRAFFIC SIGN POST WITH REFERENCE TAG, 27.0 FEET EB1657'WEST-SOUTHWEST OF NORTHEAST END OF CULVERT, 99.6 FEET NORTHWEST OF 16 EB1657'INCH PINE WITH REFERENCE TAG AND 74.4 FEET SOUTHWEST OF A 8 INCH BIRCH EB1657'WITH REFERENCE TAG. EB1657 EB1657 STATION RECOVERY (1978) EB1657 EB1657'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1657'4.1 MI SSW FROM LUMBERTON. EB1657'1.5 MILES SOUTHEAST ALONG U.S. 74 FROM THE BRIDGE OVER N.C. 41 EB1657'SOUTHWEST OF LUMBERTON, IN EAST SHOULDER OVER A 30 INCH CULVERT EB1657'UNDER HIGHWAY AND APPROXIMATELY 700 FEET SOUTH OF A POWER LINE EB1657'CROSSING HIGHWAY, 31.2 FEET EAST-NORTHEAST OF CENTERLINE OF EB1657'U.S. 74, 27.0 FEET WEST-SOUTHWEST OF NORTHEAST END OF CULVERT, EB1657'57.7 FEET NORTHEAST OF SIGN POST WITH REFERENCE TAG, 74.4 FEET EB1657'SOUTHWEST OF 8 INCH BIRCH WITH REFERENCE TAG AND 99.6 FEET EB1657'NORTHWEST OF 16 INCH PINE WITH REFERENCE TAG. EB1657 EB1657 STATION RECOVERY (1995) EB1657 EB1657'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1657'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3934 *********************************************************************** EB3934 DESIGNATION - ORRUM EB3934 PID - EB3934 EB3934 STATE/COUNTY- NC/ROBESON EB3934 USGS QUAD - FAIRMONT (1962) EB3934 EB3934 *CURRENT SURVEY CONTROL EB3934 ___________________________________________________________________ EB3934* NAD 83(1986)- 34 27 49.13874(N) 079 00 33.99541(W) ADJUSTED EB3934* NAVD 88 - 31.892 (meters) 104.63 (feet) ADJUSTED EB3934 ___________________________________________________________________ EB3934 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EB3934 GEOID HEIGHT- -33.88 (meters) GEOID03 EB3934 DYNAMIC HT - 31.862 (meters) 104.53 (feet) COMP EB3934 MODELED GRAV- 979,668.2 (mgal) NAVD 88 EB3934 EB3934 HORZ ORDER - SECOND EB3934 VERT ORDER - SECOND CLASS II EB3934 EB3934.The North Carolina HARNS have been completed but, EB3934.due to contractual restrictions, coordinates for these stations EB3934.will NOT be published in the near future. In the interim, the EB3934.published coordinates in North Carolina will not be EB3934.consistent with the Continuously Operating Reference Stations EB3934.(CORS). The HARN coordinates for these stations are available EB3934.upon request. Contact Gary Thompson(919-733-3836). EB3934. EB3934.In addition, the published North Carolina positions EB3934.(NAD 83 (1986)) are NOT consistent with those determined in EB3934.adjacent state readjustments. The discontinuity between stations EB3934.located in North Carolina and those in adjacent states EB3934.which have been adjusted to the HARN may be as much as 5 EB3934.decimeters. This will result in a significant loss of accuracy EB3934.over lines crossing such state borders. EB3934 EB3934 EB3934.The horizontal coordinates were established by classical geodetic methods EB3934.and adjusted by the National Geodetic Survey in April 1991. EB3934 EB3934.The orthometric height was determined by differential leveling EB3934.and adjusted by the National Geodetic Survey in October 1999. EB3934 EB3934.The Laplace correction was computed from DEFLEC99 derived deflections. EB3934 EB3934.The geoid height was determined by GEOID03. EB3934 EB3934.The dynamic height is computed by dividing the NAVD 88 EB3934.geopotential number by the normal gravity value computed on the EB3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3934.degrees latitude (g = 980.6199 gals.). EB3934 EB3934.The modeled gravity was interpolated from observed gravity values. EB3934 EB3934; North East Units Scale Factor Converg. EB3934;SPC NC - 79,167.222 608,733.612 MT 0.99996646 -0 00 19.6 EB3934;SPC NC - 259,734.46 1,997,153.53 sFT 0.99996646 -0 00 19.6 EB3934;UTM 17 - 3,815,364.128 682,832.192 MT 1.00001204 +1 07 36.2 EB3934 EB3934! - Elev Factor x Scale Factor = Combined Factor EB3934!SPC NC - 1.00000031 x 0.99996646 = 0.99996677 EB3934!UTM 17 - 1.00000031 x 1.00001204 = 1.00001235 EB3934 EB3934 SUPERSEDED SURVEY CONTROL EB3934 EB3934 NGVD 29 (04/22/91) 32.2 (m) 106. (f) VERT ANG EB3934 EB3934.Superseded values are not recommended for survey control. EB3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3934.See file dsdata.txt to determine how the superseded data were derived. EB3934 EB3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8283215364(NAD 83) EB3934_MARKER: DE = TRAVERSE STATION DISK EB3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3934_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3934_STAMPING: ORRUM 1977 EB3934_MARK LOGO: NCGS EB3934_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3934+STABILITY: SURFACE MOTION EB3934 EB3934 HISTORY - Date Condition Report By EB3934 HISTORY - 1977 MONUMENTED NCGS EB3934 HISTORY - 19890301 GOOD NCGS EB3934 EB3934 STATION DESCRIPTION EB3934 EB3934'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3934'THE STATION IS LOCATED IN ORRUM APPROXIMATELY 10.6 MILES SOUTH OF EB3934'LUMBERTON. EB3934' EB3934'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF NC 130 AND EB3934'SR 2225 INTERSECTION, APPROXIMATELY 200 FEET SOUTH-SOUTHEAST OF EB3934'THE SOUTHEAST CORNER OF ORRUM HIGH SCHOOL BUILDING. EB3934' EB3934'STATION MARK IS A STANDARD DISK STAMPED---ORRUM 1977---SET IN THE TOP EB3934'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MARK EB3934'IS 46.2 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 130, 27.8 FEET EB3934'EAST-SOUTHEAST OF CENTERLINE OF SR 2225, 3.6 FEET NORTHEAST OF POWER EB3934'POLE 6073 WITH TRANSFORMER AND REFERENCE TAG, 27.5 FEET NORTHWEST EB3934'OF A 34 INCH PINE WITH REFERENCE TAG, 71.5 FEET SOUTHWEST OF SOUTHWEST EB3934'CORNER OF SHINGLED HOME, 29.5 FEET NORTHWEST OF END OF CULVERT EB3934'CROSSING UNDER SR 2225 AND 39.0 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE EB3934'PEDESTAL. EB3934 EB3934 STATION RECOVERY (1989) EB3934 EB3934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3934'STATION IS LOCATED IN ORRUM ABOUT 10.6 MI (17.1 KM) SOUTH OF EB3934'LUMBERTON. IN THE NORTHEAST QUADRANT OF NC 130 AND SR 2225 (CREEK EB3934'ROAD), ABOUT 200 FEET (61.0 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER EB3934'OF ORRUM HIGH SCHOOL BUILDING. MARK IS LEVEL WITH ROAD AND RECESSED 2 EB3934'INCHES BELOW GROUND. LOCATED 46.2 FT (14.1 M) NORTH-NORTHEAST OF THE EB3934'CENTERLINE OF NC 130, 27.8 FT (8.5 M) EAST-SOUTHEAST OF THE CENTERLINE EB3934'OF SR 2225, 29.5 FT (9.0 M) NORTHWEST OF THE EAST END OF A CULVERT EB3934'CROSSING UNDER SR 2225, 155.4 FT (47.4 M) SOUTH OF A FIRE HYDRANT--AND EB3934'3.6 FT (1.1 M) NORTHEAST OF A POWER POLE (6073) WITH A TRANSFORMER, EB3934'27.5 FT (8.4 M) NORTHWEST OF A 34-INCH PINE--BOTH WITH REFERENCE TAGS. EB3934'BENCH MARK RM IS A CHISELED SQUARE, ABOUT 210-FEET NORTHWEST OF THE EB3934'STATION, IN THE WEST END OF THE BOTTOM STEP OF THE ENTRANCE TO ORRUM EB3934'HIGH SCHOOL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2515 *********************************************************************** EB2515 DESIGNATION - OSBORNE EB2515 PID - EB2515 EB2515 STATE/COUNTY- NC/ROBESON EB2515 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2515 EB2515 *CURRENT SURVEY CONTROL EB2515 ___________________________________________________________________ EB2515* NAD 83(1986)- 34 35 03.14684(N) 078 52 43.74884(W) ADJUSTED EB2515* NAVD 88 - 30.6 (meters) 100. (feet) VERTCON EB2515 ___________________________________________________________________ EB2515 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EB2515 GEOID HEIGHT- -34.28 (meters) GEOID03 EB2515 EB2515 HORZ ORDER - SECOND EB2515 EB2515.The North Carolina HARNS have been completed but, EB2515.due to contractual restrictions, coordinates for these stations EB2515.will NOT be published in the near future. In the interim, the EB2515.published coordinates in North Carolina will not be EB2515.consistent with the Continuously Operating Reference Stations EB2515.(CORS). The HARN coordinates for these stations are available EB2515.upon request. Contact Gary Thompson(919-733-3836). EB2515. EB2515.In addition, the published North Carolina positions EB2515.(NAD 83 (1986)) are NOT consistent with those determined in EB2515.adjacent state readjustments. The discontinuity between stations EB2515.located in North Carolina and those in adjacent states EB2515.which have been adjusted to the HARN may be as much as 5 EB2515.decimeters. This will result in a significant loss of accuracy EB2515.over lines crossing such state borders. EB2515 EB2515 EB2515.The horizontal coordinates were established by classical geodetic methods EB2515.and adjusted by the National Geodetic Survey in July 1986. EB2515 EB2515.The NAVD 88 height was computed by applying the VERTCON shift value to EB2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2515 EB2515.The Laplace correction was computed from DEFLEC99 derived deflections. EB2515 EB2515.The geoid height was determined by GEOID03. EB2515 EB2515; North East Units Scale Factor Converg. EB2515;SPC NC - 92,547.041 620,718.597 MT 0.99993997 +0 04 11.8 EB2515;SPC NC - 303,631.42 2,036,474.26 sFT 0.99993997 +0 04 11.8 EB2515;UTM 17 - 3,828,979.544 694,551.213 MT 1.00006655 +1 12 15.8 EB2515 EB2515! - Elev Factor x Scale Factor = Combined Factor EB2515!SPC NC - 1.00000058 x 0.99993997 = 0.99994055 EB2515!UTM 17 - 1.00000058 x 1.00006655 = 1.00006713 EB2515 EB2515: Primary Azimuth Mark Grid Az EB2515:SPC NC - HAIRR 282 08 01.0 EB2515:UTM 17 - HAIRR 280 59 57.0 EB2515 EB2515|---------------------------------------------------------------------| EB2515| PID Reference Object Distance Geod. Az | EB2515| dddmmss.s | EB2515| EB2514 HAIRR APPROX. 0.8 KM 2821212.8 | EB2515|---------------------------------------------------------------------| EB2515 EB2515 SUPERSEDED SURVEY CONTROL EB2515 EB2515 NAD 27 - 34 35 02.54486(N) 078 52 44.64903(W) AD( ) 2 EB2515 NGVD 29 (07/19/86) 30.9 (m) 101. (f) VERT ANG EB2515 EB2515.Superseded values are not recommended for survey control. EB2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2515.See file dsdata.txt to determine how the superseded data were derived. EB2515 EB2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9455128980(NAD 83) EB2515_MARKER: DE = TRAVERSE STATION DISK EB2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2515_STAMPING: OSBORNE 1973 EB2515_MARK LOGO: NCGS EB2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2515+STABILITY: SURFACE MOTION EB2515 EB2515 HISTORY - Date Condition Report By EB2515 HISTORY - 1973 MONUMENTED NCGS EB2515 HISTORY - 1981 MARK NOT FOUND USGS EB2515 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2515 EB2515 STATION DESCRIPTION EB2515 EB2515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2515'OSBORNE IS A N. C. GOEDETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2515'THE VICINITY OF BLADENBORO, NORTH CAROLINA. EB2515' EB2515'OSBORNE IS LOCATED APPROXIMATELY 6.0 MILES WNW OF BLADENBORO, AND EB2515'7.9 MILES ESE OF LUMBERTON. TO REACH STATION FROM INTERSECTION OF EB2515'NC 211 WITH ROBESON-BLADEN COUNTY LINE. PROCEED WNW ALONG NC 211 EB2515'FOR 1.6 MILE TO STATION ON THE RIGHT--0.6 MILE WEST OF EB2515'WESTERNMOST BRIDGE OVER BIG SWAMP. 0.55 MILE ESE OF INTERSECTION EB2515'WITH SR 2100. ON NORTH SHOULDER OF CURVE, AND ON NORTH PROJECTION OF EB2515'EAST SIDE OF HOUSE. EB2515' EB2515'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2515'OSBOURNE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, 3 INCHES BELOW EB2515'THE SURFACE OF THE GROUND. EB2515' EB2515'MARK IS EB2515' EB2515'17.7 FEET NNE OF C/L OF NC 211. EB2515'56.4 FEET N OF THE WEST END OF CONCRETE CULVERT UNDER EAST DRIVE. EB2515'157.2 FEET E OF A PP W/ALUMINUM REF. TAG. EB2515 EB2515 STATION RECOVERY (1981) EB2515 EB2515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2515'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2515 EB2515 STATION RECOVERY (1995) EB2515 EB2515'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2515'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3935 *********************************************************************** EB3935 DESIGNATION - OUT EB3935 PID - EB3935 EB3935 STATE/COUNTY- NC/ROBESON EB3935 USGS QUAD - GADDYSVILLE (1962) EB3935 EB3935 *CURRENT SURVEY CONTROL EB3935 ___________________________________________________________________ EB3935* NAD 83(1986)- 34 28 34.19264(N) 079 13 40.15560(W) ADJUSTED EB3935* NAVD 88 - 45.2 (meters) 148. (feet) VERTCON EB3935 ___________________________________________________________________ EB3935 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EB3935 GEOID HEIGHT- -33.25 (meters) GEOID03 EB3935 EB3935 HORZ ORDER - SECOND EB3935 EB3935.The North Carolina HARNS have been completed but, EB3935.due to contractual restrictions, coordinates for these stations EB3935.will NOT be published in the near future. In the interim, the EB3935.published coordinates in North Carolina will not be EB3935.consistent with the Continuously Operating Reference Stations EB3935.(CORS). The HARN coordinates for these stations are available EB3935.upon request. Contact Gary Thompson(919-733-3836). EB3935. EB3935.In addition, the published North Carolina positions EB3935.(NAD 83 (1986)) are NOT consistent with those determined in EB3935.adjacent state readjustments. The discontinuity between stations EB3935.located in North Carolina and those in adjacent states EB3935.which have been adjusted to the HARN may be as much as 5 EB3935.decimeters. This will result in a significant loss of accuracy EB3935.over lines crossing such state borders. EB3935 EB3935 EB3935.The horizontal coordinates were established by classical geodetic methods EB3935.and adjusted by the National Geodetic Survey in April 1991. EB3935 EB3935.The NAVD 88 height was computed by applying the VERTCON shift value to EB3935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3935 EB3935.The Laplace correction was computed from DEFLEC99 derived deflections. EB3935 EB3935.The geoid height was determined by GEOID03. EB3935 EB3935; North East Units Scale Factor Converg. EB3935;SPC NC - 80,579.444 588,672.973 MT 0.99996350 -0 07 53.4 EB3935;SPC NC - 264,367.73 1,931,337.91 sFT 0.99996350 -0 07 53.4 EB3935;SPC SC - 294,481.908 772,377.739 MT 0.99989265 +0 58 57.0 EB3935;SPC SC - 966,147.99 2,534,047.70 iFT 0.99989265 +0 58 57.0 EB3935;UTM 17 - 3,816,379.224 662,747.471 MT 0.99992648 +1 00 12.2 EB3935 EB3935! - Elev Factor x Scale Factor = Combined Factor EB3935!SPC NC - 0.99999813 x 0.99996350 = 0.99996163 EB3935!SPC SC - 0.99999813 x 0.99989265 = 0.99989078 EB3935!UTM 17 - 0.99999813 x 0.99992648 = 0.99992461 EB3935 EB3935 SUPERSEDED SURVEY CONTROL EB3935 EB3935 NGVD 29 (04/22/91) 45.5 (m) 149. (f) VERT ANG EB3935 EB3935.Superseded values are not recommended for survey control. EB3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3935.See file dsdata.txt to determine how the superseded data were derived. EB3935 EB3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6274716379(NAD 83) EB3935_MARKER: DE = TRAVERSE STATION DISK EB3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3935_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3935_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3935+STABILITY: SURFACE MOTION EB3935 EB3935 HISTORY - Date Condition Report By EB3935 HISTORY - 1977 MONUMENTED NCGS EB3935 EB3935 STATION DESCRIPTION EB3935 EB3935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3935'THE STATION IS LOCATED APPROXIMATELY 6.6 MILES WEST-SOUTHWEST OF EB3935'FAIRMONT AND 1.9 MILES NORTH OF GRADDYSVILLE. EB3935' EB3935'TO REACH STATION FROM INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3935'PROCEED WEST ALONG NC 130 FOR 1.65 MILES TO STATION IN RIGHT SHOULDER EB3935'APPROXIMATELY 500 FEET EAST OF A LARGE GRAY FARM HOUSE AND 0.4 MILE EB3935'EAST OF HAMMOND CROSSROAD. EB3935' EB3935'STATION MARK IS A STANDARD DISK STAMPED---OUT 1977---SET IN THE TOP EB3935'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB3935'THE MARK IS 16.6 FEET NORTH OF CENTERLINE OF NC 130, 108.2 FEET WEST EB3935'OF CENTERLINE OF FIELD ROAD AND 117.2 FEET NORTHWEST OF A MAILBOX POST EB3935'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3936 *********************************************************************** EB3936 DESIGNATION - OXEN EB3936 PID - EB3936 EB3936 STATE/COUNTY- NC/ROBESON EB3936 USGS QUAD - PEMBROKE (1982) EB3936 EB3936 *CURRENT SURVEY CONTROL EB3936 ___________________________________________________________________ EB3936* NAD 83(1986)- 34 43 45.38185(N) 079 12 40.01047(W) ADJUSTED EB3936* NAVD 88 - 56.282 (meters) 184.65 (feet) ADJUSTED EB3936 ___________________________________________________________________ EB3936 LAPLACE CORR- -4.44 (seconds) DEFLEC99 EB3936 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3936 DYNAMIC HT - 56.229 (meters) 184.48 (feet) COMP EB3936 MODELED GRAV- 979,695.5 (mgal) NAVD 88 EB3936 EB3936 HORZ ORDER - SECOND EB3936 VERT ORDER - SECOND CLASS II EB3936 EB3936.The North Carolina HARNS have been completed but, EB3936.due to contractual restrictions, coordinates for these stations EB3936.will NOT be published in the near future. In the interim, the EB3936.published coordinates in North Carolina will not be EB3936.consistent with the Continuously Operating Reference Stations EB3936.(CORS). The HARN coordinates for these stations are available EB3936.upon request. Contact Gary Thompson(919-733-3836). EB3936. EB3936.In addition, the published North Carolina positions EB3936.(NAD 83 (1986)) are NOT consistent with those determined in EB3936.adjacent state readjustments. The discontinuity between stations EB3936.located in North Carolina and those in adjacent states EB3936.which have been adjusted to the HARN may be as much as 5 EB3936.decimeters. This will result in a significant loss of accuracy EB3936.over lines crossing such state borders. EB3936 EB3936 EB3936.The horizontal coordinates were established by classical geodetic methods EB3936.and adjusted by the National Geodetic Survey in April 1991. EB3936 EB3936.The orthometric height was determined by differential leveling EB3936.and adjusted by the National Geodetic Survey in October 1999. EB3936 EB3936.The Laplace correction was computed from DEFLEC99 derived deflections. EB3936 EB3936.The geoid height was determined by GEOID03. EB3936 EB3936.The dynamic height is computed by dividing the NAVD 88 EB3936.geopotential number by the normal gravity value computed on the EB3936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3936.degrees latitude (g = 980.6199 gals.). EB3936 EB3936.The modeled gravity was interpolated from observed gravity values. EB3936 EB3936; North East Units Scale Factor Converg. EB3936;SPC NC - 108,652.345 590,267.427 MT 0.99991389 -0 07 18.7 EB3936;SPC NC - 356,470.24 1,936,569.05 sFT 0.99991389 -0 07 18.7 EB3936;UTM 17 - 3,844,478.015 663,784.044 MT 0.99993064 +1 01 09.7 EB3936 EB3936! - Elev Factor x Scale Factor = Combined Factor EB3936!SPC NC - 0.99999635 x 0.99991389 = 0.99991024 EB3936!UTM 17 - 0.99999635 x 0.99993064 = 0.99992699 EB3936 EB3936 SUPERSEDED SURVEY CONTROL EB3936 EB3936 NGVD 29 (04/22/91) 56.6 (m) 186. (f) VERT ANG EB3936 EB3936.Superseded values are not recommended for survey control. EB3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3936.See file dsdata.txt to determine how the superseded data were derived. EB3936 EB3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6378444478(NAD 83) EB3936_MARKER: DE = TRAVERSE STATION DISK EB3936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3936_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3936_STAMPING: OXEN 1977 EB3936_MARK LOGO: NCGS EB3936_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3936+STABILITY: SURFACE MOTION EB3936 EB3936 HISTORY - Date Condition Report By EB3936 HISTORY - 1977 MONUMENTED NCGS EB3936 HISTORY - 19890124 GOOD NCGS EB3936 HISTORY - 19970426 GOOD USPSQD EB3936 EB3936 STATION DESCRIPTION EB3936 EB3936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3936'THE STATION IS LOCATED APPROXIMATELY 6.2 MILES SOUTH-SOUTHWEST OF RED EB3936'SPRINGS AND 3.6 MILES NORTH-NORTHWEST OF PEMBROKE. EB3936' EB3936'TO REACH STATION FROM THE INTERSECTION OF NC 710, NC 711 AND SR 1339 EB3936'WEST OF PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 3.35 MILES TO STATION EB3936'IN RIGHT SHOULDER APPROXIMATELY 300 FEET EAST-NORTHEAST OF NEW EB3936'PROSPECT METHODIST CHURCH AND 0.1 MILE NORTH OF SR 1576. EB3936' EB3936'STATION MARK IS A STANDARD DISK STAMPED---OXEN 1977---SET IN THE TOP EB3936'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3936'THE MARK IS 17.9 FEET EAST OF CENTERLINE OF NC 710, 44.5 FEET WEST OF EB3936'POWER POLE WITH REFERENCE TAG, 38.3 FEET EAST OF INTERSECTION SIGN EB3936'POSXT, 136.6 FEET EAST-SOUTHEAST OF A 20 INCH CEDAR WITH REFERENCE EB3936'TAG, 136.5 FEET NORTH OF CULVERT UNDER DRIVEWAY TO BLOCK STORE AND EB3936'149.9 FEET NORTHWEST OF OF OXENDINE GROCERY SIGN. EB3936 EB3936 STATION RECOVERY (1989) EB3936 EB3936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3936'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF RED EB3936'SPRINGS AND 3.6 MI (5.8 KM) NORTH-NORTHWEST OF PEMBROKE. ALONG NC 710 EB3936'FOR 3.35 MI (5.39 KM) NORTH FROM NC 710, NC 711, AND SR 1339 (WEST OF EB3936'PEMBROKE), IN RIGHT SHOULDER ABOUT 300 FEET (91.4 M) EAST-NORTHEAST OF EB3936'NEW PROSPECT METHODIST CHURCH, OR 0.1 MI (0.2 KM) NORTH OF SR 1576. EB3936'MARK IS 1-FOOT BELOW ROAD AND RECESSED 9 INCHES BELOW GROUND. LOCATED EB3936'17.9 FT (5.5 M) EAST OF THE CENTERLINE OF NC 710, 38.3 FT (11.7 M) EB3936'EAST OF INTERSECTION SIGN POST, 136.5 FT (41.6 M) NORTH OF CULVERT EB3936'UNDER DRIVEWAY TO BLOCK STORE, 149.9 FT (45.7 M) NORTHWEST OF OXENDINE EB3936'GROCERY SIGN 44.5 FT (13.6 M) WEST OF A POWER POLE--AND 136.6 FT (41.6 EB3936'M) EAST-SOUTHEAST OF 20-INCH CEDAR--BOTH WITH REFERENCE TAGS. EB3936 EB3936 STATION RECOVERY (1997) EB3936 EB3936'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3936'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3937 *********************************************************************** EB3937 DESIGNATION - PANTRY EB3937 PID - EB3937 EB3937 STATE/COUNTY- NC/ROBESON EB3937 USGS QUAD - MC DONALD (1972) EB3937 EB3937 *CURRENT SURVEY CONTROL EB3937 ___________________________________________________________________ EB3937* NAD 83(1986)- 34 32 50.79299(N) 079 12 42.25369(W) ADJUSTED EB3937* NAVD 88 - 40.8 (meters) 134. (feet) VERTCON EB3937 ___________________________________________________________________ EB3937 LAPLACE CORR- -4.93 (seconds) DEFLEC99 EB3937 GEOID HEIGHT- -33.26 (meters) GEOID03 EB3937 EB3937 HORZ ORDER - SECOND EB3937 EB3937.The North Carolina HARNS have been completed but, EB3937.due to contractual restrictions, coordinates for these stations EB3937.will NOT be published in the near future. In the interim, the EB3937.published coordinates in North Carolina will not be EB3937.consistent with the Continuously Operating Reference Stations EB3937.(CORS). The HARN coordinates for these stations are available EB3937.upon request. Contact Gary Thompson(919-733-3836). EB3937. EB3937.In addition, the published North Carolina positions EB3937.(NAD 83 (1986)) are NOT consistent with those determined in EB3937.adjacent state readjustments. The discontinuity between stations EB3937.located in North Carolina and those in adjacent states EB3937.which have been adjusted to the HARN may be as much as 5 EB3937.decimeters. This will result in a significant loss of accuracy EB3937.over lines crossing such state borders. EB3937 EB3937 EB3937.The horizontal coordinates were established by classical geodetic methods EB3937.and adjusted by the National Geodetic Survey in April 1991. EB3937 EB3937.The NAVD 88 height was computed by applying the VERTCON shift value to EB3937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3937 EB3937.The Laplace correction was computed from DEFLEC99 derived deflections. EB3937 EB3937.The geoid height was determined by GEOID03. EB3937 EB3937; North East Units Scale Factor Converg. EB3937;SPC NC - 88,482.776 590,167.342 MT 0.99994758 -0 07 20.0 EB3937;SPC NC - 290,297.24 1,936,240.69 sFT 0.99994758 -0 07 20.0 EB3937;UTM 17 - 3,824,310.414 664,084.863 MT 0.99993187 +1 00 51.6 EB3937 EB3937! - Elev Factor x Scale Factor = Combined Factor EB3937!SPC NC - 0.99999881 x 0.99994758 = 0.99994639 EB3937!UTM 17 - 0.99999881 x 0.99993187 = 0.99993068 EB3937 EB3937 SUPERSEDED SURVEY CONTROL EB3937 EB3937 NGVD 29 (04/22/91) 41.1 (m) 135. (f) VERT ANG EB3937 EB3937.Superseded values are not recommended for survey control. EB3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3937.See file dsdata.txt to determine how the superseded data were derived. EB3937 EB3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6408524310(NAD 83) EB3937_MARKER: DE = TRAVERSE STATION DISK EB3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3937_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3937_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3937+STABILITY: SURFACE MOTION EB3937 EB3937 HISTORY - Date Condition Report By EB3937 HISTORY - 1977 MONUMENTED NCGS EB3937 EB3937 STATION DESCRIPTION EB3937 EB3937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3937'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST OF MCDONALD AND EB3937'4.6 MILES EAST OF ROWLAND. EB3937' EB3937'TO REACH THE STATION FROM THE I 95 UNDERPASS OF US 74 PROCEED EB3937'SOUTHWEST AONG I 95 FOR 7.4 MILES TO STATION IN MEDIAN AT A 20 FOOT EB3937'CONCRETE DRAIN WITH A CATCH BASIN AT THE NORTHEAST END AND 0.75 MILES EB3937'SOUTHWEST OF THE SR 2455 OVERPASS. EB3937' EB3937'STATION MARK IS A STANDARD DISK STAMPED---PANTRY 1977---SET IN THE EB3937'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3937'MARK IS 56.8 FEET NORTH-NORTHWEST OF CENTERLINE OF NORTH BOUND LANES, EB3937'8.9 FEET SOUTH-SOUTHWEST OF AN 8 INCH WHITE OAK WITH REFERENCE TAG, EB3937'56.5 FEET WEST OF CENTER OF CATCH BASIN AND 40.3 FEET WEST-NORTHWEST EB3937'OF WEST END OF CONCRETE DRAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2600 *********************************************************************** EB2600 DESIGNATION - PARD EB2600 PID - EB2600 EB2600 STATE/COUNTY- NC/ROBESON EB2600 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2600 EB2600 *CURRENT SURVEY CONTROL EB2600 ___________________________________________________________________ EB2600* NAD 83(1986)- 34 37 07.44384(N) 079 00 53.30490(W) ADJUSTED EB2600* NAVD 88 - 36.8 (meters) 121. (feet) VERTCON EB2600 ___________________________________________________________________ EB2600 LAPLACE CORR- -5.32 (seconds) DEFLEC99 EB2600 GEOID HEIGHT- -33.91 (meters) GEOID03 EB2600 EB2600 HORZ ORDER - SECOND EB2600 EB2600.The North Carolina HARNS have been completed but, EB2600.due to contractual restrictions, coordinates for these stations EB2600.will NOT be published in the near future. In the interim, the EB2600.published coordinates in North Carolina will not be EB2600.consistent with the Continuously Operating Reference Stations EB2600.(CORS). The HARN coordinates for these stations are available EB2600.upon request. Contact Gary Thompson(919-733-3836). EB2600. EB2600.In addition, the published North Carolina positions EB2600.(NAD 83 (1986)) are NOT consistent with those determined in EB2600.adjacent state readjustments. The discontinuity between stations EB2600.located in North Carolina and those in adjacent states EB2600.which have been adjusted to the HARN may be as much as 5 EB2600.decimeters. This will result in a significant loss of accuracy EB2600.over lines crossing such state borders. EB2600 EB2600 EB2600.The horizontal coordinates were established by classical geodetic methods EB2600.and adjusted by the National Geodetic Survey in July 1986. EB2600 EB2600.The NAVD 88 height was computed by applying the VERTCON shift value to EB2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2600 EB2600.The Laplace correction was computed from DEFLEC99 derived deflections. EB2600 EB2600.The geoid height was determined by GEOID03. EB2600 EB2600; North East Units Scale Factor Converg. EB2600;SPC NC - 96,370.301 608,243.375 MT 0.99993319 -0 00 30.8 EB2600;SPC NC - 316,174.90 1,995,545.14 sFT 0.99993319 -0 00 30.8 EB2600;UTM 17 - 3,832,555.177 682,001.409 MT 1.00000829 +1 07 41.2 EB2600 EB2600! - Elev Factor x Scale Factor = Combined Factor EB2600!SPC NC - 0.99999954 x 0.99993319 = 0.99993273 EB2600!UTM 17 - 0.99999954 x 1.00000829 = 1.00000783 EB2600 EB2600: Primary Azimuth Mark Grid Az EB2600:SPC NC - WALNUT 112 43 55.3 EB2600:UTM 17 - WALNUT 111 35 43.3 EB2600 EB2600|---------------------------------------------------------------------| EB2600| PID Reference Object Distance Geod. Az | EB2600| dddmmss.s | EB2600| EB2604 WALNUT APPROX. 0.9 KM 1124324.5 | EB2600|---------------------------------------------------------------------| EB2600 EB2600 SUPERSEDED SURVEY CONTROL EB2600 EB2600 NAD 27 - 34 37 06.85265(N) 079 00 54.18345(W) AD( ) 2 EB2600 NGVD 29 (07/19/86) 37.1 (m) 122. (f) VERT ANG EB2600 EB2600.Superseded values are not recommended for survey control. EB2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2600.See file dsdata.txt to determine how the superseded data were derived. EB2600 EB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8200132555(NAD 83) EB2600_MARKER: DE = TRAVERSE STATION DISK EB2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2600_STAMPING: PARD 1965 EB2600_MARK LOGO: NCGS EB2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2600+STABILITY: SURFACE MOTION EB2600 EB2600 HISTORY - Date Condition Report By EB2600 HISTORY - 1965 MONUMENTED NCGS EB2600 EB2600 STATION DESCRIPTION EB2600 EB2600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2600'PARD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2600'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2600' EB2600'PARD IS 0.35 MILES WSW OF LUMBERTON. LOCATED APPROXIMATELY EB2600'200 FT S ALONG NC 41 FROM INTERSECTION OF U.S. 74 AND NC EB2600'41. 0.35 MILES NNE OF INTERSECTION OF PAGE AVE. AND NC 41. ON EB2600'THE S SIDE OF SEABOARD AIR LINE RR AND ON W SIDE OF NC 41. EB2600' EB2600'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2600'PARD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2600'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2600' EB2600'MARK IS EB2600' EB2600'30.1 FT W OF C/L OF NC 41 EB2600' EB2600'31.9 FT N OF TP WITH ALUMINUM REF. TAG EB2600' EB2600'6.0 FT S OF SOUTH RAIL OF SAL RR EB2600' EB2600'30.1 FT SW OF NW RR SIGNAL EB2600' EB2600'23.7 FT SE OF SWITCHBOX EB2600' EB2600'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2656 *********************************************************************** EB2656 DESIGNATION - PARKER EB2656 PID - EB2656 EB2656 STATE/COUNTY- NC/ROBESON EB2656 USGS QUAD - FAIRMONT (1962) EB2656 EB2656 *CURRENT SURVEY CONTROL EB2656 ___________________________________________________________________ EB2656* NAD 83(1986)- 34 27 09.46429(N) 079 06 39.20832(W) ADJUSTED EB2656* NAVD 88 - 33.06 (+/-2cm) 108.5 (feet) VERTCON EB2656 ___________________________________________________________________ EB2656 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB2656 GEOID HEIGHT- -33.59 (meters) GEOID03 EB2656 EB2656 HORZ ORDER - SECOND EB2656 VERT ORDER - THIRD ? (See Below) EB2656 EB2656.The North Carolina HARNS have been completed but, EB2656.due to contractual restrictions, coordinates for these stations EB2656.will NOT be published in the near future. In the interim, the EB2656.published coordinates in North Carolina will not be EB2656.consistent with the Continuously Operating Reference Stations EB2656.(CORS). The HARN coordinates for these stations are available EB2656.upon request. Contact Gary Thompson(919-733-3836). EB2656. EB2656.In addition, the published North Carolina positions EB2656.(NAD 83 (1986)) are NOT consistent with those determined in EB2656.adjacent state readjustments. The discontinuity between stations EB2656.located in North Carolina and those in adjacent states EB2656.which have been adjusted to the HARN may be as much as 5 EB2656.decimeters. This will result in a significant loss of accuracy EB2656.over lines crossing such state borders. EB2656 EB2656 EB2656.The horizontal coordinates were established by classical geodetic methods EB2656.and adjusted by the National Geodetic Survey in July 1986. EB2656 EB2656.The NAVD 88 height was computed by applying the VERTCON shift value to EB2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2656.The vertical order pertains to the NGVD 29 superseded value. EB2656 EB2656.The Laplace correction was computed from DEFLEC99 derived deflections. EB2656 EB2656.The geoid height was determined by GEOID03. EB2656 EB2656; North East Units Scale Factor Converg. EB2656;SPC NC - 77,950.380 599,411.534 MT 0.99996910 -0 03 50.4 EB2656;SPC NC - 255,742.21 1,966,569.34 sFT 0.99996910 -0 03 50.4 EB2656;SPC SC - 292,062.049 783,164.502 MT 0.99988694 +1 02 50.4 EB2656;SPC SC - 958,208.82 2,569,437.34 iFT 0.99988694 +1 02 50.4 EB2656;UTM 17 - 3,813,963.230 673,535.767 MT 0.99997121 +1 04 08.3 EB2656 EB2656! - Elev Factor x Scale Factor = Combined Factor EB2656!SPC NC - 1.00000008 x 0.99996910 = 0.99996918 EB2656!SPC SC - 1.00000008 x 0.99988694 = 0.99988702 EB2656!UTM 17 - 1.00000008 x 0.99997121 = 0.99997129 EB2656 EB2656: Primary Azimuth Mark Grid Az EB2656:SPC NC - LINABES 186 00 10.7 EB2656:SPC SC - LINABES 184 53 29.9 EB2656:UTM 17 - LINABES 184 52 12.0 EB2656 EB2656|---------------------------------------------------------------------| EB2656| PID Reference Object Distance Geod. Az | EB2656| dddmmss.s | EB2656| EB2654 LINABES APPROX. 1.2 KM 1855620.3 | EB2656|---------------------------------------------------------------------| EB2656 EB2656 SUPERSEDED SURVEY CONTROL EB2656 EB2656 NAD 27 - 34 27 08.87341(N) 079 06 40.08258(W) AD( ) 2 EB2656 NGVD 29 (07/19/86) 33.37 (m) 109.5 (f) LEVELING 3 EB2656 EB2656.Superseded values are not recommended for survey control. EB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2656.See file dsdata.txt to determine how the superseded data were derived. EB2656 EB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7353613963(NAD 83) EB2656_MARKER: DE = TRAVERSE STATION DISK EB2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2656_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2656_STAMPING: PARKER 1966 EB2656_MARK LOGO: NCGS EB2656_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2656+STABILITY: SURFACE MOTION EB2656 EB2656 HISTORY - Date Condition Report By EB2656 HISTORY - 1966 MONUMENTED NCGS EB2656 HISTORY - 19890515 GOOD NCGS EB2656 EB2656 STATION DESCRIPTION EB2656 EB2656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2656'PARKER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2656'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2656' EB2656'PARKER IS 2.8 MILES SOUTH OF INTERSECTION OF NC 41 AND NC 130 EB2656'IN FAIRMONT AND 3.8 MILES NORTH OF INTERSECTION OF NC 41 AND EB2656'NC 904 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2656'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT SOUTH ALONG NC EB2656'41 FOR 3.3 MILES TO THE STATION ON THE RIGHT. EB2656' EB2656'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2656'PARKER 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2656'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2656' EB2656'MARK IS EB2656' EB2656'48.7 FT NNE OF PP 43 WITH ALUMINUM REF. TAG EB2656' EB2656'50.5 FT NNE OF UNDERGROUND CABLE MARKER P 36 EB2656' EB2656'63.9 FT N OF CONCRETE PROPERTY CORNER MONUMENT EB2656' EB2656'57.4 FT N OF C/L OF DIRT TRAIL EB2656' EB2656'64.8 FT WNW OF TP 43/1 WITH ALUMINUM REF. TAG EB2656' EB2656'6.9 FT W OF EDGE OF PAVEMENT OF NC 41 EB2656' EB2656'18.9 FT W OF C/L OF NC 41 EB2656 EB2656 STATION RECOVERY (1989) EB2656 EB2656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB2656'STATION IS LOCATED ABOUT 2.95 MI (4.75 KM) SOUTH OF FAIRMONT. ALONG NC EB2656'41 FOR 2.3 MI (3.7 KM) SOUTH FROM NC 130 BYPASS, IN THE WEST SHOULDER, EB2656'ON NORTH SIDE OF--PARKER--DRIVEWAY. MARK IS LEVEL WITH HIGHWAY AND EB2656'RECESSED 5 INCHES BELOW GROUND. LOCATED 5.76 M (18.90 FT) WEST OF THE EB2656'CENTERLINE OF NC 41, 18.90 M (62.01 FT) NORTH OF THE CENTERLINE OF A EB2656'DIRT DRIVE AT A T-INTERSECTION, 2.10 M (6.89 FT) WEST OF THE EDGE OF EB2656'THE PAVEMENT OF NC 41, 2.44 M (8.01 FT) EAST-NORTHEAST OF THE WEST END EB2656'OF A HIGHWAY CULVERT, 20.57 M (67.49 FT) NORTH-NORTHEAST OF A WATER EB2656'METER ON THE SOUTH SIDE OF THE DRIVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2601 *********************************************************************** EB2601 DESIGNATION - PARKS EB2601 PID - EB2601 EB2601 STATE/COUNTY- NC/ROBESON EB2601 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2601 EB2601 *CURRENT SURVEY CONTROL EB2601 ___________________________________________________________________ EB2601* NAD 83(1986)- 34 37 19.97126(N) 079 03 06.11224(W) ADJUSTED EB2601* NAVD 88 - 42.398 (meters) 139.10 (feet) ADJUSTED EB2601 ___________________________________________________________________ EB2601 LAPLACE CORR- -5.65 (seconds) DEFLEC99 EB2601 GEOID HEIGHT- -33.77 (meters) GEOID03 EB2601 DYNAMIC HT - 42.357 (meters) 138.97 (feet) COMP EB2601 MODELED GRAV- 979,666.4 (mgal) NAVD 88 EB2601 EB2601 HORZ ORDER - SECOND EB2601 VERT ORDER - SECOND CLASS II EB2601 EB2601.The North Carolina HARNS have been completed but, EB2601.due to contractual restrictions, coordinates for these stations EB2601.will NOT be published in the near future. In the interim, the EB2601.published coordinates in North Carolina will not be EB2601.consistent with the Continuously Operating Reference Stations EB2601.(CORS). The HARN coordinates for these stations are available EB2601.upon request. Contact Gary Thompson(919-733-3836). EB2601. EB2601.In addition, the published North Carolina positions EB2601.(NAD 83 (1986)) are NOT consistent with those determined in EB2601.adjacent state readjustments. The discontinuity between stations EB2601.located in North Carolina and those in adjacent states EB2601.which have been adjusted to the HARN may be as much as 5 EB2601.decimeters. This will result in a significant loss of accuracy EB2601.over lines crossing such state borders. EB2601 EB2601 EB2601.The horizontal coordinates were established by classical geodetic methods EB2601.and adjusted by the National Geodetic Survey in July 1986. EB2601 EB2601.The orthometric height was determined by differential leveling EB2601.and adjusted by the National Geodetic Survey in October 1999. EB2601 EB2601.The Laplace correction was computed from DEFLEC99 derived deflections. EB2601 EB2601.The geoid height was determined by GEOID03. EB2601 EB2601.The dynamic height is computed by dividing the NAVD 88 EB2601.geopotential number by the normal gravity value computed on the EB2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2601.degrees latitude (g = 980.6199 gals.). EB2601 EB2601.The modeled gravity was interpolated from observed gravity values. EB2601 EB2601; North East Units Scale Factor Converg. EB2601;SPC NC - 96,757.439 604,860.551 MT 0.99993252 -0 01 47.4 EB2601;SPC NC - 317,445.03 1,984,446.66 sFT 0.99993252 -0 01 47.4 EB2601;UTM 17 - 3,832,875.142 678,611.340 MT 0.99999322 +1 06 26.1 EB2601 EB2601! - Elev Factor x Scale Factor = Combined Factor EB2601!SPC NC - 0.99999865 x 0.99993252 = 0.99993117 EB2601!UTM 17 - 0.99999865 x 0.99999322 = 0.99999187 EB2601 EB2601: Primary Azimuth Mark Grid Az EB2601:SPC NC - MCKEE 174 34 15.8 EB2601:UTM 17 - MCKEE 173 26 02.3 EB2601 EB2601|---------------------------------------------------------------------| EB2601| PID Reference Object Distance Geod. Az | EB2601| dddmmss.s | EB2601| EB2598 MCKEE APPROX. 1.0 KM 1743228.4 | EB2601|---------------------------------------------------------------------| EB2601 EB2601 SUPERSEDED SURVEY CONTROL EB2601 EB2601 NAD 27 - 34 37 19.38162(N) 079 03 06.98700(W) AD( ) 2 EB2601 NGVD 29 (07/19/86) 42.9 (m) 141. (f) VERT ANG EB2601 EB2601.Superseded values are not recommended for survey control. EB2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2601.See file dsdata.txt to determine how the superseded data were derived. EB2601 EB2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7861132875(NAD 83) EB2601_MARKER: DE = TRAVERSE STATION DISK EB2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2601_STAMPING: PARKS 1965 EB2601_MARK LOGO: NCGS EB2601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EB2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2601+STABILITY: SURFACE MOTION EB2601 EB2601 HISTORY - Date Condition Report By EB2601 HISTORY - 1965 MONUMENTED NCGS EB2601 HISTORY - 1980 GOOD NCGS EB2601 HISTORY - 19890606 GOOD NCGS EB2601 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2601 EB2601 STATION DESCRIPTION EB2601 EB2601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2601'PARKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2601'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2601' EB2601'PARKS IS 2.4 MILES W OF LUMBERTON. LOCATED 0.8 MILES SW EB2601'ALONG I-95 FROM BRIDGE OVER ACL RR. 0.1 MILE W ALONG NC 72 EB2601'FROM U.S. 301 BUS. AND U.S. 74. AND APPROXIMATELY 150 FT E OF EB2601'BRIDGE ON NC 72 OVER I 95 ON E SHOULDER OF EXIT NORTH OFF OF EB2601'I 95 TO NC 72. EB2601' EB2601'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2601'PARKS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2601'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2601' EB2601'MARK IS EB2601' EB2601'1.0 FT SE OF CURB EB2601' EB2601'23.3 FT S OF C/L OF EXIT TO NC 72 EB2601' EB2601'82.6 FT W OF DRAIN EB2601' EB2601'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2601 EB2601 STATION RECOVERY (1980) EB2601 EB2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) EB2601'THE STATION WAS RECOVERED IN GOOD CONDITION. EB2601' EB2601'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST OF LUMBERTON AT EB2601'THE NC 72 BRIDGE OVER I 95 NEAR THE LUMBERTON MUNICIPAL AIRPORT, EB2601'APPROXIMATELY 250 FEET SOUTHEAST OF THE SOUTH END OF BRIDGE ALONG THE EB2601'EXIT FROM I 95 NORTH BOUND TO NC 72 AND ON EAST SIDE OF EXIST OF A EB2601'FRONTAGE ROAD BROADER I 95 NORTH BOUND, ALSO APPROXMATELY 75 INCHES EB2601'NORTH OF A TALL GULF SIGN. EB2601' EB2601'STATION MARK IS A STANDARD DISK STAMPED---PARKS 1965---SET IN TOP OF EB2601'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB2601'THE MARK IS 120.0 FEET SOUTHWEST OF CENTERLINE OF NC 72, 28.5 FEET EB2601'SOUTH OF CENTERLINE OF TRAFFIC ISLAND, 43.3 FEET EAST OF NORTH POST OF EB2601'AN AIRPORT DIRECTION SIGN AND 1.0 FEET SOUTH OF CURB. EB2601 EB2601 STATION RECOVERY (1989) EB2601 EB2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2601'STATION IS LOCATED IN LUMBERTON. AT THE I-95-NC 72 INTERCHANGE, ON THE EB2601'SOUTHEAST SIDE OF THE OVERPASS BRIDGE, ON THE SOUTH SIDE OF THE EXIT EB2601'RAMP FROM THE I-95 NORTH BOUND LANES. MARK IS LEVEL WITH ROAD. EB2601'LOCATED 36.58 M (120.01 FT) SOUTHWEST OF THE CENTERLINE OF NC 72, EB2601'21.64 M (71.00 FT) WEST-SOUTHWEST OF THE WEST-MOST END OF THE EB2601'SOUTH-MOST OF TWO TRIANGULAR SHAPED CONCRETE TRAFFIC ISLANDS, 0.30 M EB2601'(0.98 FT) SOUTH OF THE CURB, 8.69 M (28.51 FT) SOUTH OF THE CENTER OF EB2601'THE ASPHALT TRAFFIC MEDIAN, 38.71 M (127.00 FT) EAST OF THE NORTH-MOST EB2601'END OF SR 1593 (JONATHAN ROAD) ASPHALT TRAFFIC ISLAND, 13.62 M (44.68 EB2601'FT) EAST OF THE NORTH POST OF A HIGHWAY DIRECTION SIGN, AND 11.03 M EB2601'(36.19 FT) EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG. EB2601 EB2601 STATION RECOVERY (1997) EB2601 EB2601'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2601'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2565 *********************************************************************** EB2565 DESIGNATION - PARKTON EB2565 PID - EB2565 EB2565 STATE/COUNTY- NC/ROBESON EB2565 USGS QUAD - PARKTON (1982) EB2565 EB2565 *CURRENT SURVEY CONTROL EB2565 ___________________________________________________________________ EB2565* NAD 83(1986)- 34 54 13.84645(N) 079 01 30.15418(W) ADJUSTED EB2565* NAVD 88 - 56.44 (+/-2cm) 185.2 (feet) VERTCON EB2565 ___________________________________________________________________ EB2565 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EB2565 GEOID HEIGHT- -33.30 (meters) GEOID03 EB2565 EB2565 HORZ ORDER - FIRST EB2565 VERT ORDER - THIRD ? (See Below) EB2565 EB2565.The North Carolina HARNS have been completed but, EB2565.due to contractual restrictions, coordinates for these stations EB2565.will NOT be published in the near future. In the interim, the EB2565.published coordinates in North Carolina will not be EB2565.consistent with the Continuously Operating Reference Stations EB2565.(CORS). The HARN coordinates for these stations are available EB2565.upon request. Contact Gary Thompson(919-733-3836). EB2565. EB2565.In addition, the published North Carolina positions EB2565.(NAD 83 (1986)) are NOT consistent with those determined in EB2565.adjacent state readjustments. The discontinuity between stations EB2565.located in North Carolina and those in adjacent states EB2565.which have been adjusted to the HARN may be as much as 5 EB2565.decimeters. This will result in a significant loss of accuracy EB2565.over lines crossing such state borders. EB2565 EB2565 EB2565.The horizontal coordinates were established by classical geodetic methods EB2565.and adjusted by the National Geodetic Survey in July 1986. EB2565 EB2565.The NAVD 88 height was computed by applying the VERTCON shift value to EB2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2565.The vertical order pertains to the NGVD 29 superseded value. EB2565 EB2565.The Laplace correction was computed from DEFLEC99 derived deflections. EB2565 EB2565.The geoid height was determined by GEOID03. EB2565 EB2565; North East Units Scale Factor Converg. EB2565;SPC NC - 127,996.869 607,312.685 MT 0.99989092 -0 00 52.0 EB2565;SPC NC - 419,936.39 1,992,491.70 sFT 0.99989092 -0 00 52.0 EB2565;UTM 17 - 3,864,159.943 680,441.112 MT 1.00000130 +1 07 49.4 EB2565 EB2565! - Elev Factor x Scale Factor = Combined Factor EB2565!SPC NC - 0.99999637 x 0.99989092 = 0.99988729 EB2565!UTM 17 - 0.99999637 x 1.00000130 = 0.99999767 EB2565 EB2565: Primary Azimuth Mark Grid Az EB2565:SPC NC - HOPE RESET 047 01 43.6 EB2565:UTM 17 - HOPE RESET 045 53 02.2 EB2565 EB2565|---------------------------------------------------------------------| EB2565| PID Reference Object Distance Geod. Az | EB2565| dddmmss.s | EB2565| EB3492 PARKTON RM 1 28.420 METERS 02256 | EB2565| EB2544 HOPE RESET APPROX.11.8 KM 0470051.6 | EB2565| EB2543 HOPE MILLS FIRE TOWER APPROX.11.8 KM 0495437.5 | EB2565| EB2564 PARKTON LOOKOUT TOWER 15.798 METERS 07207 | EB2565| EB3493 PARKTON RM 2 29.931 METERS 11300 | EB2565| EB3826 CUT 349.222 METERS 24813 | EB2565| EB3938 PARKTON AZ MK APPROX. 1.2 KM 2523142.1 | EB2565|---------------------------------------------------------------------| EB2565 EB2565 SUPERSEDED SURVEY CONTROL EB2565 EB2565 NAD 27 - 34 54 13.26030(N) 079 01 31.04140(W) AD( ) 1 EB2565 NGVD 29 (04/22/91) 56.71 (m) 186.1 (f) LEVELING 3 EB2565 EB2565.Superseded values are not recommended for survey control. EB2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2565.See file dsdata.txt to determine how the superseded data were derived. EB2565 EB2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8044164160(NAD 83) EB2565_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2565+STABILITY: SURFACE MOTION EB2565 EB2565 HISTORY - Date Condition Report By EB2565 HISTORY - 1949 MONUMENTED CGS EB2565 HISTORY - 1963 GOOD USGS EB2565 HISTORY - 1968 GOOD CGS EB2565 HISTORY - 1969 GOOD CGS EB2565 HISTORY - 1975 GOOD NGS EB2565 HISTORY - 1977 GOOD NCGS EB2565 HISTORY - 1985 GOOD USPSQD EB2565 HISTORY - 19970426 GOOD USPSQD EB2565 EB2565 STATION DESCRIPTION EB2565 EB2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2565'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF FAYETTEVILLE EB2565'AND 0.8 MILE SOUTHWEST OF PARKTON. IT IS 107 FEET NORTH OF EB2565'THE CENTER OF STATE HIGHWAY NO. 71, 51.83 FEET SOUTHWEST OF THE EB2565'CENTER OF THE BASE OF THE PARKTON LOOKOUT TOWER AND 42 FEET EB2565'SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER. THE MARK EB2565'IS FLUSH AND THE DISK IS STAMPED PARKTON 1949. EB2565' EB2565'REFERENCE MARK NO. 1 IS 62 FEET NORTH OF THE NORTHWEST LEG EB2565'OF THE LOOKOUT TOWER. THE MARK PROJECTS 6 INCHES AND THE DISK EB2565'IS STAMPED PARKTON NO 1 1949. EB2565' EB2565'REFERENCE MARK NO. 2 IS 55 FEET SOUTHEAST OF THE SOUTHEAST EB2565'LEG OF THE LOOKOUT TOWER AND 45 FEET NORTH OF THE CENTER OF EB2565'HIGHWAY. THE MARK IS FLUSH AND THE DISK IS STAMPED PARKTON EB2565'NO 2 1949. EB2565' EB2565'AZIMUTH MARK IS 54 FEET WEST OF THE CENTER OF A DRIVEWAY AND EB2565'36 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 71. THE MARK EB2565'PROJECTS 6 INCHES AND THE DISK IS STAMPED PARKTON 1949. EB2565' EB2565'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC COAST EB2565'LINES RAILROAD AND STATE HIGHWAY NO. 71 IN PARKTON GO SOUTHWEST EB2565'ON STATE HIGHWAY NO. 71 FOR 0.8 MILE TO THE STATION ON THE EB2565'RIGHT, CONTINUE FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT EB2565'AS DESCRIBED. EB2565' EB2565'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS. EB2565 EB2565 STATION RECOVERY (1963) EB2565 EB2565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 EB2565'STATION MARK FOUND IN GOOD CONDITION. FLUSH WITH THE GROUND. EB2565' EB2565'RM NO. 1 SE 113 FT TO EDGE OF DITCH LINE AND W SIDE OF DRIVE. EB2565' EB2565'RM NO. 2 S 106 FT TO CENTERLINE INTERSECTION OF DIRT ROAD EB2565'AND PAVED ROAD. EB2565' EB2565'RM NO. 3 SW 185 DEG TO NW CORNER OF HOUSE. EB2565 EB2565 STATION RECOVERY (1968) EB2565 EB2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT) EB2565'THE STATION WAS VISITED AND THE STATION MARK AND BOTH EB2565'REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN EB2565'GOOD CONDITION. EB2565' EB2565'THE AZIMUTH MARK IS 0.75 MILE WEST ALONG STATE HIGHWAY 71 EB2565'FROM THE STATION, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF EB2565'S.H. 71 AND A SAND CROSS ROAD (COUNTY ROAD 1714) ON THE EDGE OF EB2565'SLIGHT BANK AND IN DANGER OF BEING HIT BY THE ROAD EB2565'GRADER. THE MARK SHOULD BE RESET TO THE SOUTHWEST BUT THIS EB2565'WILL INVOLVE CLEARING OF BRUSH AND SMALL TREES NEAR THE EB2565'STATION. THE MARK IS 36 FEET SOUTH OF THE CENTER OF SH 71 AND EB2565'27 FEET WEST OF THE CENTER OF C.R. 1714. EB2565' EB2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2565'0.8 MILE SOUTHWEST OF PARKTON. EB2565 EB2565 STATION RECOVERY (1969) EB2565 EB2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH) EB2565'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1949 EB2565'AND FOUND IN GOOD CONDITION. EB2565' EB2565'THE MEASUREMENT TO RM 1 WAS FOUND TO BE 28.420 METERS IN EB2565'COMPARISON TO THE PREVIOUS MEASUREMENT OF 27.221 EB2565'METERS. MEASUREMENT TO RM 2 CHECKED WITH PREVIOUS MEASUREMENT. EB2565' EB2565'THE AZIMUTH MARK WAS OBSTRUCTED BY A CORN FIELD FROM A GROUND EB2565'SET UP AND FROM THE TOP OF THE TOWER BY A TALL PINE TREE. EB2565' EB2565'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET. EB2565' EB2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2565'3/4 MILE WSW OF PARKTON. EB2565 EB2565 STATION RECOVERY (1975) EB2565 EB2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) EB2565'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND EB2565'TO BE IN GOOD CONDITION. A METAL GARAGE HAS BEEN CONSTRUCTED EB2565'AT STATION SITE BY THE FOREST SERVICE AND STATION MARK IS NOW EB2565'ABOUT 3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF EB2565'BUILDING. AZIMUTH MARK IS NOT VISIBLE FROM STATION. MARK IS EB2565'100 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 71 EB2565'AND SECONDARY STATE ROAD 1714. MARK APPEARS TO HAVE BEEN EB2565'STRUCK BY HEAVY EQUIPMENT BUT IS STILL FIRM IN THE GROUND. EB2565' EB2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2565'3/4 MILE SOUTHWEST OF PARKTON. EB2565 EB2565 STATION RECOVERY (1977) EB2565 EB2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2565'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION EB2565'AS DESCRIBED. EB2565' EB2565'THE AZIMUTH MARK WAS RECOVERED IN FAIR CONDITION WITH LINE TO STATION EB2565'BLOCKED. CUT NCGS WAS SET AT THIS TIME TWO-TENTH A MILE WEST OF EB2565'STATION AND IT CAN SERVE AS AZIMUTH --SEE DESCRIPTION THEREOF. EB2565'REFERENCE MARK 1 IS ALSO BLOCKED FROM STATION. THE DESCRIPTION IS EB2565'ADEQUATE WITH THESE CHANGES. STATION IS 105.4 FEET NORTH OF HIGHWAY EB2565'CENTERLINE. THE AZIMUTH MARK IS 32.8 FEET SOUTH OF CENTERLINE OF EB2565'HIGHWAY, 102.7 FEET WEST OF CENTERLINE OF SR 1714 AND 38.6 FEET EB2565'WEST-NORTHWEST OF POWER POLE WITH REFERENCE TAG. FROM TREES WITH TAGS, EB2565'REFERENCE 1 IS 3 FEET WEST OF A 16 INCH PINE, 14 FEET SOUTH OF A 10 EB2565'INCH OAK AND REFERENCE MARK 2 IS 24 FEET WEST-SOUTHWEST OF A 24 INCH EB2565'PINE. EB2565 EB2565 STATION RECOVERY (1985) EB2565 EB2565'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB2565'PARKTON 1949 FOUND GOOD. EB2565' EB2565'PARKTON NO 2 1949 FOUND, RM 2 GOOD. EB2565 EB2565 STATION RECOVERY (1997) EB2565 EB2565'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2565'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3938 *********************************************************************** EB3938 DESIGNATION - PARKTON AZ MK EB3938 PID - EB3938 EB3938 STATE/COUNTY- NC/ROBESON EB3938 USGS QUAD - PARKTON (1982) EB3938 EB3938 *CURRENT SURVEY CONTROL EB3938 ___________________________________________________________________ EB3938* NAD 83(1986)- 34 54 02.12925(N) 079 02 15.33042(W) ADJUSTED EB3938* NAVD 88 - 57.99 (+/-2cm) 190.3 (feet) VERTCON EB3938 ___________________________________________________________________ EB3938 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EB3938 GEOID HEIGHT- -33.27 (meters) GEOID03 EB3938 EB3938 HORZ ORDER - SECOND EB3938 VERT ORDER - THIRD ? (See Below) EB3938 EB3938.The North Carolina HARNS have been completed but, EB3938.due to contractual restrictions, coordinates for these stations EB3938.will NOT be published in the near future. In the interim, the EB3938.published coordinates in North Carolina will not be EB3938.consistent with the Continuously Operating Reference Stations EB3938.(CORS). The HARN coordinates for these stations are available EB3938.upon request. Contact Gary Thompson(919-733-3836). EB3938. EB3938.In addition, the published North Carolina positions EB3938.(NAD 83 (1986)) are NOT consistent with those determined in EB3938.adjacent state readjustments. The discontinuity between stations EB3938.located in North Carolina and those in adjacent states EB3938.which have been adjusted to the HARN may be as much as 5 EB3938.decimeters. This will result in a significant loss of accuracy EB3938.over lines crossing such state borders. EB3938 EB3938 EB3938.The horizontal coordinates were established by classical geodetic methods EB3938.and adjusted by the National Geodetic Survey in April 1991. EB3938 EB3938.The NAVD 88 height was computed by applying the VERTCON shift value to EB3938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3938.The vertical order pertains to the NGVD 29 superseded value. EB3938 EB3938.The Laplace correction was computed from DEFLEC99 derived deflections. EB3938 EB3938.The geoid height was determined by GEOID03. EB3938 EB3938; North East Units Scale Factor Converg. EB3938;SPC NC - 127,636.189 606,165.764 MT 0.99989126 -0 01 18.1 EB3938;SPC NC - 418,753.06 1,988,728.84 sFT 0.99989126 -0 01 18.1 EB3938;UTM 17 - 3,863,776.379 679,301.503 MT 0.99999624 +1 07 23.2 EB3938 EB3938! - Elev Factor x Scale Factor = Combined Factor EB3938!SPC NC - 0.99999612 x 0.99989126 = 0.99988738 EB3938!UTM 17 - 0.99999612 x 0.99999624 = 0.99999236 EB3938 EB3938 SUPERSEDED SURVEY CONTROL EB3938 EB3938 NGVD 29 (04/22/91) 58.26 (m) 191.1 (f) LEVELING 3 EB3938 EB3938.Superseded values are not recommended for survey control. EB3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3938.See file dsdata.txt to determine how the superseded data were derived. EB3938 EB3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7930263776(NAD 83) EB3938_MARKER: DE = TRAVERSE STATION DISK EB3938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3938+STABILITY: SURFACE MOTION EB3938 EB3938 HISTORY - Date Condition Report By EB3938 HISTORY - 1949 MONUMENTED CGS EB3938 HISTORY - 1977 GOOD NCGS EB3938 HISTORY - 19970426 MARK NOT FOUND USPSQD EB3938 EB3938 STATION DESCRIPTION EB3938 EB3938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3938'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES EAST-NORTHEAST OF EB3938'LUMBER BRIDGE AND 1.6 MILE WEST OF PARKTON. EB3938' EB3938'TO REACH STATION FROM NC 20-NC 71 CROSSROAD IN LUMBER BRIDGE, PROCEED EB3938'NORTHEAST ALONG NC 71 FOR 2.2 MILES TO SR 1714 AND STATION ON RIGHT ON EB3938'SOUTHWEST SIDE OF CROSSROAD. EB3938' EB3938'STATION MARK IS A STANDARD DISK STAMPED---PARKTON 1949---SET IN THE EB3938'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND EB3938'SURFACE. THE MARK IS 32.8 FEET SOUTH OF CENTERLINE OF NC 71, 102.7 EB3938'FEET WEST OF CENTERLINE OF SR 1714, 127.9 FEET WEST-SOUTHWEST OF EB3938'CENTERLINE INTERSECTION, 33.9 FEET NORTHWEST OF RIGHT-OF-WAY MARKER, EB3938'38.6 FEET WEST-NORTHWEST OF POWER POLE 2966 WITH REFERENCE TAG AND 0.9 EB3938'FEET NORTH OF WITNESS POST. EB3938 EB3938 STATION RECOVERY (1997) EB3938 EB3938'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3938'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2564 *********************************************************************** EB2564 DESIGNATION - PARKTON LOOKOUT TOWER EB2564 PID - EB2564 EB2564 STATE/COUNTY- NC/ROBESON EB2564 USGS QUAD - PARKTON (1982) EB2564 EB2564 *CURRENT SURVEY CONTROL EB2564 ___________________________________________________________________ EB2564* NAD 83(1986)- 34 54 14.00390(N) 079 01 29.56198(W) ADJUSTED EB2564* NAVD 88 - EB2564 ___________________________________________________________________ EB2564 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EB2564 GEOID HEIGHT- -33.30 (meters) GEOID03 EB2564 EB2564 HORZ ORDER - THIRD EB2564 EB2564.The North Carolina HARNS have been completed but, EB2564.due to contractual restrictions, coordinates for these stations EB2564.will NOT be published in the near future. In the interim, the EB2564.published coordinates in North Carolina will not be EB2564.consistent with the Continuously Operating Reference Stations EB2564.(CORS). The HARN coordinates for these stations are available EB2564.upon request. Contact Gary Thompson(919-733-3836). EB2564. EB2564.In addition, the published North Carolina positions EB2564.(NAD 83 (1986)) are NOT consistent with those determined in EB2564.adjacent state readjustments. The discontinuity between stations EB2564.located in North Carolina and those in adjacent states EB2564.which have been adjusted to the HARN may be as much as 5 EB2564.decimeters. This will result in a significant loss of accuracy EB2564.over lines crossing such state borders. EB2564 EB2564 EB2564.The horizontal coordinates were established by classical geodetic methods EB2564.and adjusted by the National Geodetic Survey in July 1986. EB2564 EB2564 EB2564.The Laplace correction was computed from DEFLEC99 derived deflections. EB2564 EB2564.The geoid height was determined by GEOID03. EB2564 EB2564; North East Units Scale Factor Converg. EB2564;SPC NC - 128,001.717 607,327.719 MT 0.99989091 -0 00 51.7 EB2564;SPC NC - 419,952.30 1,992,541.02 sFT 0.99989091 -0 00 51.7 EB2564;UTM 17 - 3,864,165.091 680,456.048 MT 1.00000136 +1 07 49.7 EB2564 EB2564 SUPERSEDED SURVEY CONTROL EB2564 EB2564 NAD 27 - 34 54 13.41745(N) 079 01 30.44910(W) AD( ) 3 EB2564 EB2564.Superseded values are not recommended for survey control. EB2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2564.See file dsdata.txt to determine how the superseded data were derived. EB2564 EB2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8045664165(NAD 83) EB2564_MARKER: 57 = LOOKOUT TOWER EB2564_MARK LOGO: CGS EB2564 EB2564 HISTORY - Date Condition Report By EB2564 HISTORY - 1949 FIRST OBSERVED CGS EB2564 HISTORY - 1967 GOOD CGS EB2564 HISTORY - 1985 GOOD USPSQD EB2564 HISTORY - 19970426 GOOD USPSQD EB2564 HISTORY - 19980207 GOOD USPSQD EB2564 HISTORY - 20010331 GOOD NGS EB2564 EB2564 STATION DESCRIPTION EB2564 EB2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2564'STATION IS LOCATED 0.8 MILE SOUTHWEST OF PARKTON ON THE EB2564'NORTHWEST SIDE OF STATE HIGHWAY NO. 71. IT IS ABOUT 100 FEET EB2564'NORTHWEST OF THE CENTER OF HIGHWAY. THE STATION IS A 4-LEGGED EB2564'STEEL STRUCTURE 110 FEET HIGH WITH AN OBSERVATION ROOM ATOP EB2564'PAINTED SILVER. A TRAVERSE CONNECTION WAS MADE FROM EB2564'TRIANGULATION STATION PARKTON TO THE CENTER OF THE BASE, OF EB2564'LOOKOUT TOWER AND THE DISTANCE WAS FOUND TO BE 51.83 FEET EB2564'(15.798 METERS). EB2564 EB2564 STATION RECOVERY (1967) EB2564 EB2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB) EB2564'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD EB2564'CONDITION. EB2564' EB2564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2564'0.8 MILE SOUTHWEST. EB2564 EB2564 STATION RECOVERY (1985) EB2564 EB2564'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB2564'STATION FOUND GOOD - VISITED SITE - VERIFIED EXISTENCE. EB2564'TOWER ABANDONED. EB2564 EB2564 STATION RECOVERY (1997) EB2564 EB2564'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2564'RECOVERED IN GOOD CONDITION. EB2564 EB2564 STATION RECOVERY (1998) EB2564 EB2564'RECOVERY NOTE BY US POWER SQUADRON 1998 EB2564'RECOVERED IN GOOD CONDITION. EB2564 EB2564 STATION RECOVERY (2001) EB2564 EB2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EB2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3939 *********************************************************************** EB3939 DESIGNATION - PASTURE EB3939 PID - EB3939 EB3939 STATE/COUNTY- NC/ROBESON EB3939 USGS QUAD - PEMBROKE (1982) EB3939 EB3939 *CURRENT SURVEY CONTROL EB3939 ___________________________________________________________________ EB3939* NAD 83(1986)- 34 38 22.73120(N) 079 14 46.24492(W) ADJUSTED EB3939* NAVD 88 - 47.3 (meters) 155. (feet) VERTCON EB3939 ___________________________________________________________________ EB3939 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EB3939 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3939 EB3939 HORZ ORDER - SECOND EB3939 EB3939.The North Carolina HARNS have been completed but, EB3939.due to contractual restrictions, coordinates for these stations EB3939.will NOT be published in the near future. In the interim, the EB3939.published coordinates in North Carolina will not be EB3939.consistent with the Continuously Operating Reference Stations EB3939.(CORS). The HARN coordinates for these stations are available EB3939.upon request. Contact Gary Thompson(919-733-3836). EB3939. EB3939.In addition, the published North Carolina positions EB3939.(NAD 83 (1986)) are NOT consistent with those determined in EB3939.adjacent state readjustments. The discontinuity between stations EB3939.located in North Carolina and those in adjacent states EB3939.which have been adjusted to the HARN may be as much as 5 EB3939.decimeters. This will result in a significant loss of accuracy EB3939.over lines crossing such state borders. EB3939 EB3939 EB3939.The horizontal coordinates were established by classical geodetic methods EB3939.and adjusted by the National Geodetic Survey in April 1991. EB3939 EB3939.The NAVD 88 height was computed by applying the VERTCON shift value to EB3939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3939 EB3939.The Laplace correction was computed from DEFLEC99 derived deflections. EB3939 EB3939.The geoid height was determined by GEOID03. EB3939 EB3939; North East Units Scale Factor Converg. EB3939;SPC NC - 98,718.001 587,031.519 MT 0.99992925 -0 08 31.5 EB3939;SPC NC - 323,877.31 1,925,952.58 sFT 0.99992925 -0 08 31.5 EB3939;UTM 17 - 3,834,481.216 660,746.449 MT 0.99991849 +0 59 49.6 EB3939 EB3939! - Elev Factor x Scale Factor = Combined Factor EB3939!SPC NC - 0.99999776 x 0.99992925 = 0.99992701 EB3939!UTM 17 - 0.99999776 x 0.99991849 = 0.99991625 EB3939 EB3939 SUPERSEDED SURVEY CONTROL EB3939 EB3939 NGVD 29 (04/22/91) 47.6 (m) 156. (f) VERT ANG EB3939 EB3939.Superseded values are not recommended for survey control. EB3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3939.See file dsdata.txt to determine how the superseded data were derived. EB3939 EB3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6074634481(NAD 83) EB3939_MARKER: DE = TRAVERSE STATION DISK EB3939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3939_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3939_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3939+STABILITY: SURFACE MOTION EB3939 EB3939 HISTORY - Date Condition Report By EB3939 HISTORY - 1977 MONUMENTED NCGS EB3939 EB3939 STATION DESCRIPTION EB3939 EB3939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3939'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF ELROD AND EB3939'4.0 MILES SOUTHWEST OF PEMBROKE. EB3939' EB3939'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB3939'PROCEED SOUTH ALONG NC 710 FOR 2.25 MILES TO STATION ON LEFT IN EB3939'SHOULDER APPROXIMATELY 240 FEET NORTH OF THE SOUTHWEST CORNER OF A EB3939'FENCED IN PASTURE AND 0.35 MILE NORTH OF SR 1154 AT UNION ELEMENTARY EB3939'SCHOOL. EB3939' EB3939'STATION MARK IS A STANDARD DISK STAMPED---PASTURE 1977---SET IN THE EB3939'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3939'SURFACE. THE MARK IS 18.1 FEET EAST OF CENTERLINE OF NC 710, 12.6 FEET EB3939'WEST OF A 24 INCH PINE, 25.8 FEET SOUTHWEST OF A 16 INCH GUM, 29.4 EB3939'FEET NORTH-NORTHWEST OF A 18 INCH PINE AND 76.6 FEET EAST OF A EB3939'POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3940 *********************************************************************** EB3940 DESIGNATION - PAT EB3940 PID - EB3940 EB3940 STATE/COUNTY- NC/ROBESON EB3940 USGS QUAD - RED SPRINGS (1974) EB3940 EB3940 *CURRENT SURVEY CONTROL EB3940 ___________________________________________________________________ EB3940* NAD 83(1986)- 34 45 55.16956(N) 079 11 13.08153(W) ADJUSTED EB3940* NAVD 88 - 58.8 (meters) 193. (feet) VERTCON EB3940 ___________________________________________________________________ EB3940 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EB3940 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3940 EB3940 HORZ ORDER - SECOND EB3940 EB3940.The North Carolina HARNS have been completed but, EB3940.due to contractual restrictions, coordinates for these stations EB3940.will NOT be published in the near future. In the interim, the EB3940.published coordinates in North Carolina will not be EB3940.consistent with the Continuously Operating Reference Stations EB3940.(CORS). The HARN coordinates for these stations are available EB3940.upon request. Contact Gary Thompson(919-733-3836). EB3940. EB3940.In addition, the published North Carolina positions EB3940.(NAD 83 (1986)) are NOT consistent with those determined in EB3940.adjacent state readjustments. The discontinuity between stations EB3940.located in North Carolina and those in adjacent states EB3940.which have been adjusted to the HARN may be as much as 5 EB3940.decimeters. This will result in a significant loss of accuracy EB3940.over lines crossing such state borders. EB3940 EB3940 EB3940.The horizontal coordinates were established by classical geodetic methods EB3940.and adjusted by the National Geodetic Survey in April 1991. EB3940 EB3940.The NAVD 88 height was computed by applying the VERTCON shift value to EB3940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3940 EB3940.The Laplace correction was computed from DEFLEC99 derived deflections. EB3940 EB3940.The geoid height was determined by GEOID03. EB3940 EB3940; North East Units Scale Factor Converg. EB3940;SPC NC - 112,647.027 592,486.329 MT 0.99990839 -0 06 28.5 EB3940;SPC NC - 369,576.12 1,943,848.90 sFT 0.99990839 -0 06 28.5 EB3940;UTM 17 - 3,848,516.208 665,922.970 MT 0.99993933 +1 02 02.6 EB3940 EB3940! - Elev Factor x Scale Factor = Combined Factor EB3940!SPC NC - 0.99999596 x 0.99990839 = 0.99990435 EB3940!UTM 17 - 0.99999596 x 0.99993933 = 0.99993529 EB3940 EB3940 SUPERSEDED SURVEY CONTROL EB3940 EB3940 NGVD 29 (04/22/91) 59.0 (m) 194. (f) VERT ANG EB3940 EB3940.Superseded values are not recommended for survey control. EB3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3940.See file dsdata.txt to determine how the superseded data were derived. EB3940 EB3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6592348516(NAD 83) EB3940_MARKER: DE = TRAVERSE STATION DISK EB3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3940_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3940_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3940+STABILITY: SURFACE MOTION EB3940 EB3940 HISTORY - Date Condition Report By EB3940 HISTORY - 1977 MONUMENTED NCGS EB3940 HISTORY - 19970426 MARK NOT FOUND USPSQD EB3940 EB3940 STATION DESCRIPTION EB3940 EB3940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3940'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF RED SPRINGS EB3940'AND 1.1 MILES WEST OF PHILADELPHUS. EB3940' EB3940'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2 MILES SOUTH EB3940'OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 1.45 MILES TO SR 1318 EB3940'CROSSROADS, THENCE SOUTHEAST ALONG SR 1318 FOR 1.05 MILES TO STATION EB3940'IN RIGHT SHOULDER AT A FIELD ROAD CROSSING AND 1.1 MILES NORTHWEST OF EB3940'INTERSECTION WITH NC 72. EB3940' EB3940'STATION MARK IS A STANDARD DISK STAMPED---PAT 1977---SET IN THE TOP EB3940'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3940'THE MARK IS 14.4 FEET SOUTHWEST OF CENTERLINE OF SR 1318, 13.3 FEET EB3940'NORTHEAST OF EASTERNMOST GATE POST AT ENTRANCE TO FIELD WITH REFERENCE EB3940'TAG, 28.6 FEET EAST OF WESTERNMOST GATE POST WITH REFERENCE TAG AND EB3940'45.5 FEET SOUTHEAST OF CENTERLINE OF FARM ROAD WITH HIGHWAY. EB3940 EB3940 STATION RECOVERY (1997) EB3940 EB3940'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3940'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2611 *********************************************************************** EB2611 DESIGNATION - PATES EB2611 PID - EB2611 EB2611 STATE/COUNTY- NC/ROBESON EB2611 USGS QUAD - PEMBROKE (1982) EB2611 EB2611 *CURRENT SURVEY CONTROL EB2611 ___________________________________________________________________ EB2611* NAD 83(1986)- 34 41 20.85079(N) 079 12 50.17125(W) ADJUSTED EB2611* NAVD 88 - 53.3 (meters) 175. (feet) VERTCON EB2611 ___________________________________________________________________ EB2611 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EB2611 GEOID HEIGHT- -33.09 (meters) GEOID03 EB2611 EB2611 HORZ ORDER - SECOND EB2611 EB2611.The North Carolina HARNS have been completed but, EB2611.due to contractual restrictions, coordinates for these stations EB2611.will NOT be published in the near future. In the interim, the EB2611.published coordinates in North Carolina will not be EB2611.consistent with the Continuously Operating Reference Stations EB2611.(CORS). The HARN coordinates for these stations are available EB2611.upon request. Contact Gary Thompson(919-733-3836). EB2611. EB2611.In addition, the published North Carolina positions EB2611.(NAD 83 (1986)) are NOT consistent with those determined in EB2611.adjacent state readjustments. The discontinuity between stations EB2611.located in North Carolina and those in adjacent states EB2611.which have been adjusted to the HARN may be as much as 5 EB2611.decimeters. This will result in a significant loss of accuracy EB2611.over lines crossing such state borders. EB2611 EB2611 EB2611.The horizontal coordinates were established by classical geodetic methods EB2611.and adjusted by the National Geodetic Survey in July 1986. EB2611 EB2611.The NAVD 88 height was computed by applying the VERTCON shift value to EB2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2611 EB2611.The Laplace correction was computed from DEFLEC99 derived deflections. EB2611 EB2611.The geoid height was determined by GEOID03. EB2611 EB2611; North East Units Scale Factor Converg. EB2611;SPC NC - 104,199.502 589,999.351 MT 0.99992047 -0 07 24.5 EB2611;SPC NC - 341,861.20 1,935,689.54 sFT 0.99992047 -0 07 24.5 EB2611;UTM 17 - 3,840,020.660 663,604.664 MT 0.99992992 +1 01 00.2 EB2611 EB2611! - Elev Factor x Scale Factor = Combined Factor EB2611!SPC NC - 0.99999682 x 0.99992047 = 0.99991730 EB2611!UTM 17 - 0.99999682 x 0.99992992 = 0.99992674 EB2611 EB2611: Primary Azimuth Mark Grid Az EB2611:SPC NC - MONA 293 26 29.8 EB2611:UTM 17 - MONA 292 18 05.1 EB2611 EB2611|---------------------------------------------------------------------| EB2611| PID Reference Object Distance Geod. Az | EB2611| dddmmss.s | EB2611| EB2609 MONA APPROX. 0.9 KM 2931905.3 | EB2611|---------------------------------------------------------------------| EB2611 EB2611 SUPERSEDED SURVEY CONTROL EB2611 EB2611 NAD 27 - 34 41 20.26813(N) 079 12 51.03327(W) AD( ) 2 EB2611 NGVD 29 (07/19/86) 53.6 (m) 176. (f) VERT ANG EB2611 EB2611.Superseded values are not recommended for survey control. EB2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2611.See file dsdata.txt to determine how the superseded data were derived. EB2611 EB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6360540021(NAD 83) EB2611_MARKER: DE = TRAVERSE STATION DISK EB2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2611_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2611_STAMPING: PATES 1965 EB2611_MARK LOGO: NCGS EB2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2611+STABILITY: SURFACE MOTION EB2611 EB2611 HISTORY - Date Condition Report By EB2611 HISTORY - 1965 MONUMENTED NCGS EB2611 EB2611 STATION DESCRIPTION EB2611 EB2611'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2611'PATES IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2611'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2611' EB2611'PATES IS 1.4 NW OF PEMBROKE. LOCATED 0.55 MILES SE ALONG SAL EB2611'RR FROM NC 710. 0.1 MILE N OF INTERSECTION OF SR 1557 AND NC EB2611'711 IN THE SW QUADRANT OF THE CROSSING OF SR 1557 AND THE EB2611'RR. AND S OF THE RR OPPOSITE PATES FEED MILL. EB2611' EB2611'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2611'PATES 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2611'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2611' EB2611'MARK IS EB2611' EB2611'38.2 FT N OF 36 INCH SYCAMORE WITH ALUMINUM REF. TAG EB2611' EB2611'26.8 FT W OF C/L OF SR 1557 EB2611' EB2611'5.2 FT S OF SOUTH RAIL EB2611' EB2611'49.0 FT S OF TP 4565 EB2611' EB2611'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2532 *********************************************************************** EB2532 DESIGNATION - PATH EB2532 PID - EB2532 EB2532 STATE/COUNTY- NC/ROBESON EB2532 USGS QUAD - SAINT PAULS (1986) EB2532 EB2532 *CURRENT SURVEY CONTROL EB2532 ___________________________________________________________________ EB2532* NAD 83(1986)- 34 49 24.10876(N) 078 59 00.38984(W) ADJUSTED EB2532* NAVD 88 - 49.9 (meters) 164. (feet) VERTCON EB2532 ___________________________________________________________________ EB2532 LAPLACE CORR- -5.02 (seconds) DEFLEC99 EB2532 GEOID HEIGHT- -33.62 (meters) GEOID03 EB2532 EB2532 HORZ ORDER - SECOND EB2532 EB2532.The North Carolina HARNS have been completed but, EB2532.due to contractual restrictions, coordinates for these stations EB2532.will NOT be published in the near future. In the interim, the EB2532.published coordinates in North Carolina will not be EB2532.consistent with the Continuously Operating Reference Stations EB2532.(CORS). The HARN coordinates for these stations are available EB2532.upon request. Contact Gary Thompson(919-733-3836). EB2532. EB2532.In addition, the published North Carolina positions EB2532.(NAD 83 (1986)) are NOT consistent with those determined in EB2532.adjacent state readjustments. The discontinuity between stations EB2532.located in North Carolina and those in adjacent states EB2532.which have been adjusted to the HARN may be as much as 5 EB2532.decimeters. This will result in a significant loss of accuracy EB2532.over lines crossing such state borders. EB2532 EB2532 EB2532.The horizontal coordinates were established by classical geodetic methods EB2532.and adjusted by the National Geodetic Survey in July 1986. EB2532 EB2532.The NAVD 88 height was computed by applying the VERTCON shift value to EB2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2532 EB2532.The Laplace correction was computed from DEFLEC99 derived deflections. EB2532 EB2532.The geoid height was determined by GEOID03. EB2532 EB2532; North East Units Scale Factor Converg. EB2532;SPC NC - 119,069.045 611,115.894 MT 0.99990037 +0 00 34.4 EB2532;SPC NC - 390,645.69 2,004,969.40 sFT 0.99990037 +0 00 34.4 EB2532;UTM 17 - 3,855,308.786 684,422.202 MT 1.00001921 +1 09 06.8 EB2532 EB2532! - Elev Factor x Scale Factor = Combined Factor EB2532!SPC NC - 0.99999744 x 0.99990037 = 0.99989781 EB2532!UTM 17 - 0.99999744 x 1.00001921 = 1.00001665 EB2532 EB2532: Primary Azimuth Mark Grid Az EB2532:SPC NC - ATLANTIC 022 23 30.7 EB2532:UTM 17 - ATLANTIC 021 14 58.3 EB2532 EB2532|---------------------------------------------------------------------| EB2532| PID Reference Object Distance Geod. Az | EB2532| dddmmss.s | EB2532| EB2533 ATLANTIC APPROX. 1.2 KM 0222405.1 | EB2532|---------------------------------------------------------------------| EB2532 EB2532 SUPERSEDED SURVEY CONTROL EB2532 EB2532 NAD 27 - 34 49 23.52202(N) 078 59 01.28209(W) AD( ) 2 EB2532 NGVD 29 (07/19/86) 50.2 (m) 165. (f) VERT ANG EB2532 EB2532.Superseded values are not recommended for survey control. EB2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2532.See file dsdata.txt to determine how the superseded data were derived. EB2532 EB2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8442255309(NAD 83) EB2532_MARKER: DE = TRAVERSE STATION DISK EB2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2532_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2532_STAMPING: PATH 1969 EB2532_MARK LOGO: NCGS EB2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2532+STABILITY: SURFACE MOTION EB2532 EB2532 HISTORY - Date Condition Report By EB2532 HISTORY - 1969 MONUMENTED NCGS EB2532 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2532 EB2532 STATION DESCRIPTION EB2532 EB2532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2532'PATH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2532'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2532' EB2532'PATH IS LOCATED APPROXIMATELY 1.15 MILES WNW OF ST. PAULS. TO REACH EB2532'STATION PROCEED FROM THE INTERSECTION OF I-95 AND NC 20, GO NORTH ON EB2532'I-95 FOR 0.85 MILE TO STATION ON LEFT, IN MEDIAN OF I-95 AND SOUTH EB2532'OF PATH LEADING FROM HOUSES ON BOTH SIDES OF I-95. STATION IS 0.8 EB2532'MILE SOUTHEAST OF BRIDGE ON US 301 OVER I-95. EB2532' EB2532'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PATH EB2532'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2532'FLUSH WITH THE SURFACE OF THE GROUND. EB2532' EB2532'MARK IS EB2532' EB2532'81.3 FEET W OF C/L OF I-95 N BOUND LANE. EB2532'38.0 FEET E OF C/L OF I-95 S BOUND LANE. EB2532'128.1 FEET SE OF 16 INCH OAK WITH ALUMINUM REF. TAG. EB2532'7.0 FEET S OF C/L OF DIRT PATH. EB2532'54.0 FEET SW OF N END OF SMALL FENCE. EB2532'63.6 FEET NW OF S END OF SMALL FENCE. EB2532 EB2532 STATION RECOVERY (1995) EB2532 EB2532'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2532'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2531 *********************************************************************** EB2531 DESIGNATION - PAUL EB2531 PID - EB2531 EB2531 STATE/COUNTY- NC/ROBESON EB2531 USGS QUAD - SAINT PAULS (1986) EB2531 EB2531 *CURRENT SURVEY CONTROL EB2531 ___________________________________________________________________ EB2531* NAD 83(1986)- 34 48 39.06711(N) 078 59 10.88712(W) ADJUSTED EB2531* NAVD 88 - 55.3 (meters) 181. (feet) VERTCON EB2531 ___________________________________________________________________ EB2531 LAPLACE CORR- -5.16 (seconds) DEFLEC99 EB2531 GEOID HEIGHT- -33.65 (meters) GEOID03 EB2531 EB2531 HORZ ORDER - SECOND EB2531 EB2531.The North Carolina HARNS have been completed but, EB2531.due to contractual restrictions, coordinates for these stations EB2531.will NOT be published in the near future. In the interim, the EB2531.published coordinates in North Carolina will not be EB2531.consistent with the Continuously Operating Reference Stations EB2531.(CORS). The HARN coordinates for these stations are available EB2531.upon request. Contact Gary Thompson(919-733-3836). EB2531. EB2531.In addition, the published North Carolina positions EB2531.(NAD 83 (1986)) are NOT consistent with those determined in EB2531.adjacent state readjustments. The discontinuity between stations EB2531.located in North Carolina and those in adjacent states EB2531.which have been adjusted to the HARN may be as much as 5 EB2531.decimeters. This will result in a significant loss of accuracy EB2531.over lines crossing such state borders. EB2531 EB2531 EB2531.The horizontal coordinates were established by classical geodetic methods EB2531.and adjusted by the National Geodetic Survey in July 1986. EB2531 EB2531.The NAVD 88 height was computed by applying the VERTCON shift value to EB2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2531 EB2531.The Laplace correction was computed from DEFLEC99 derived deflections. EB2531 EB2531.The geoid height was determined by GEOID03. EB2531 EB2531; North East Units Scale Factor Converg. EB2531;SPC NC - 117,681.142 610,849.353 MT 0.99990201 +0 00 28.3 EB2531;SPC NC - 386,092.21 2,004,094.92 sFT 0.99990201 +0 00 28.3 EB2531;UTM 17 - 3,853,915.682 684,183.350 MT 1.00001812 +1 08 59.5 EB2531 EB2531! - Elev Factor x Scale Factor = Combined Factor EB2531!SPC NC - 0.99999660 x 0.99990201 = 0.99989861 EB2531!UTM 17 - 0.99999660 x 1.00001812 = 1.00001472 EB2531 EB2531: Primary Azimuth Mark Grid Az EB2531:SPC NC - SAINT 200 59 00.7 EB2531:UTM 17 - SAINT 199 50 29.5 EB2531 EB2531|---------------------------------------------------------------------| EB2531| PID Reference Object Distance Geod. Az | EB2531| dddmmss.s | EB2531| EB2530 SAINT APPROX. 1.3 KM 2005929.0 | EB2531|---------------------------------------------------------------------| EB2531 EB2531 SUPERSEDED SURVEY CONTROL EB2531 EB2531 NAD 27 - 34 48 38.48033(N) 078 59 11.77887(W) AD( ) 2 EB2531 NGVD 29 (07/19/86) 55.6 (m) 182. (f) VERT ANG EB2531 EB2531.Superseded values are not recommended for survey control. EB2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2531.See file dsdata.txt to determine how the superseded data were derived. EB2531 EB2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8418353916(NAD 83) EB2531_MARKER: DE = TRAVERSE STATION DISK EB2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2531_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2531_STAMPING: PAUL 1969 EB2531_MARK LOGO: NCGS EB2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2531+STABILITY: SURFACE MOTION EB2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2531+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002 EB2531 EB2531 HISTORY - Date Condition Report By EB2531 HISTORY - 1969 MONUMENTED NCGS EB2531 HISTORY - 20020616 GOOD USPSQD EB2531 EB2531 STATION DESCRIPTION EB2531 EB2531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2531'PAUL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2531'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2531' EB2531'PAUL IS LOCATED APPROXIMATELY 0.65 MILE WSW OF ST. PAULS. STATION IS EB2531'IN MEDIAN OF I-95 AT THE SOUTH END OF BRIDGE OVER NC 20, EB2531'APPROXIMATELY 100 FEET SOUTH OF C/L OF NC 20. EB2531' EB2531'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PAUL EB2531'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2531'FLUSH WITH THE SURFACE OF THE GROUND. EB2531' EB2531'MARK IS EB2531' EB2531'21.4 FEET W OF C/L OF I-95 N BOUND TRAFFIC. EB2531'37.8 FEET E OF C/L OF I-95 S BOUND TRAFFIC. EB2531'5.9 FEET SW OF SW CORNER OF BRIDGE ABUTMENT N BOUND TRAFFIC. EB2531'25.1 FEET SE OF SE CORNER OF BRIDGE ABUTMENT S BOUND TRAFFIC. EB2531'93.1 FEET S OF C/L OF NC 20. EB2531 EB2531 STATION RECOVERY (2002) EB2531 EB2531'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2531'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3942 *********************************************************************** EB3942 DESIGNATION - PEA EB3942 PID - EB3942 EB3942 STATE/COUNTY- NC/ROBESON EB3942 USGS QUAD - JOHNS (1971) EB3942 EB3942 *CURRENT SURVEY CONTROL EB3942 ___________________________________________________________________ EB3942* NAD 83(1986)- 34 38 52.63682(N) 079 24 55.08769(W) ADJUSTED EB3942* NAVD 88 - 50.3 (meters) 165. (feet) VERTCON EB3942 ___________________________________________________________________ EB3942 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3942 GEOID HEIGHT- -32.55 (meters) GEOID03 EB3942 EB3942 HORZ ORDER - SECOND EB3942 EB3942.The North Carolina HARNS have been completed but, EB3942.due to contractual restrictions, coordinates for these stations EB3942.will NOT be published in the near future. In the interim, the EB3942.published coordinates in North Carolina will not be EB3942.consistent with the Continuously Operating Reference Stations EB3942.(CORS). The HARN coordinates for these stations are available EB3942.upon request. Contact Gary Thompson(919-733-3836). EB3942. EB3942.In addition, the published North Carolina positions EB3942.(NAD 83 (1986)) are NOT consistent with those determined in EB3942.adjacent state readjustments. The discontinuity between stations EB3942.located in North Carolina and those in adjacent states EB3942.which have been adjusted to the HARN may be as much as 5 EB3942.decimeters. This will result in a significant loss of accuracy EB3942.over lines crossing such state borders. EB3942 EB3942 EB3942.The horizontal coordinates were established by classical geodetic methods EB3942.and adjusted by the National Geodetic Survey in April 1991. EB3942 EB3942.The NAVD 88 height was computed by applying the VERTCON shift value to EB3942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3942 EB3942.The Laplace correction was computed from DEFLEC99 derived deflections. EB3942 EB3942.The geoid height was determined by GEOID03. EB3942 EB3942; North East Units Scale Factor Converg. EB3942;SPC NC - 99,691.128 571,530.253 MT 0.99992773 -0 14 22.9 EB3942;SPC NC - 327,069.98 1,875,095.51 sFT 0.99992773 -0 14 22.9 EB3942;SPC SC - 313,255.492 754,866.519 MT 0.99993939 +0 52 42.8 EB3942;SPC SC - 1,027,741.12 2,476,596.19 iFT 0.99993939 +0 52 42.8 EB3942;UTM 17 - 3,835,145.718 645,229.506 MT 0.99985997 +0 54 04.0 EB3942 EB3942! - Elev Factor x Scale Factor = Combined Factor EB3942!SPC NC - 0.99999722 x 0.99992773 = 0.99992495 EB3942!SPC SC - 0.99999722 x 0.99993939 = 0.99993661 EB3942!UTM 17 - 0.99999722 x 0.99985997 = 0.99985719 EB3942 EB3942 SUPERSEDED SURVEY CONTROL EB3942 EB3942 NGVD 29 (04/22/91) 50.5 (m) 166. (f) VERT ANG EB3942 EB3942.Superseded values are not recommended for survey control. EB3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3942.See file dsdata.txt to determine how the superseded data were derived. EB3942 EB3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4523035146(NAD 83) EB3942_MARKER: DE = TRAVERSE STATION DISK EB3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3942_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3942_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3942+STABILITY: SURFACE MOTION EB3942 EB3942 HISTORY - Date Condition Report By EB3942 HISTORY - 1977 MONUMENTED NCGS EB3942 EB3942 STATION DESCRIPTION EB3942 EB3942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3942'THE STATON IS LOCATED APPROXIMATELY 7.1 MILES SOUTH-SOUTHWEST OF EB3942'MAXTON AND 9.1 MILES NORTHWEST OF PLAINVIEW. EB3942' EB3942'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3942'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.7 MILES TO SR 1104 EB3942'CROSSROADS, THENCE NORTHWEST ALONG SR 1104 FOR 0.25 MILE TO STATION ON EB3942'RIGHT IN SHOULDER. EB3942' EB3942'STATION MARK IS A STANDARD DISK STAMPED---PEA 1977---SET IN THE TOP EB3942'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3942'THE MARK IS 18.2 FEET NORTHEAST OF CENTERLINE OF SR 1104, 57.6 FEET EB3942'EAST OF TELEPHONE PEDESTAL, 60.0 FEET SOUTHWEST OF POWER POLE WITH EB3942'REFERENCE TAG AND 57.0 FEET NORTHEAST OF OAK GROVE 1933 TRAINGULATION EB3942'STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3943 *********************************************************************** EB3943 DESIGNATION - PEDRO EB3943 PID - EB3943 EB3943 STATE/COUNTY- NC/ROBESON EB3943 USGS QUAD - MC DONALD (1972) EB3943 EB3943 *CURRENT SURVEY CONTROL EB3943 ___________________________________________________________________ EB3943* NAD 83(1986)- 34 33 03.43043(N) 079 11 57.58878(W) ADJUSTED EB3943* NAVD 88 - 49.5 (meters) 162. (feet) VERTCON EB3943 ___________________________________________________________________ EB3943 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EB3943 GEOID HEIGHT- -33.30 (meters) GEOID03 EB3943 EB3943 HORZ ORDER - SECOND EB3943 EB3943.The North Carolina HARNS have been completed but, EB3943.due to contractual restrictions, coordinates for these stations EB3943.will NOT be published in the near future. In the interim, the EB3943.published coordinates in North Carolina will not be EB3943.consistent with the Continuously Operating Reference Stations EB3943.(CORS). The HARN coordinates for these stations are available EB3943.upon request. Contact Gary Thompson(919-733-3836). EB3943. EB3943.In addition, the published North Carolina positions EB3943.(NAD 83 (1986)) are NOT consistent with those determined in EB3943.adjacent state readjustments. The discontinuity between stations EB3943.located in North Carolina and those in adjacent states EB3943.which have been adjusted to the HARN may be as much as 5 EB3943.decimeters. This will result in a significant loss of accuracy EB3943.over lines crossing such state borders. EB3943 EB3943 EB3943.The horizontal coordinates were established by classical geodetic methods EB3943.and adjusted by the National Geodetic Survey in April 1991. EB3943 EB3943.The NAVD 88 height was computed by applying the VERTCON shift value to EB3943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3943 EB3943.The Laplace correction was computed from DEFLEC99 derived deflections. EB3943 EB3943.The geoid height was determined by GEOID03. EB3943 EB3943; North East Units Scale Factor Converg. EB3943;SPC NC - 88,869.814 591,306.867 MT 0.99994684 -0 06 54.2 EB3943;SPC NC - 291,567.05 1,939,979.28 sFT 0.99994684 -0 06 54.2 EB3943;UTM 17 - 3,824,719.973 665,216.473 MT 0.99993646 +1 01 17.3 EB3943 EB3943! - Elev Factor x Scale Factor = Combined Factor EB3943!SPC NC - 0.99999746 x 0.99994684 = 0.99994430 EB3943!UTM 17 - 0.99999746 x 0.99993646 = 0.99993392 EB3943 EB3943 SUPERSEDED SURVEY CONTROL EB3943 EB3943 NGVD 29 (04/22/91) 49.8 (m) 163. (f) VERT ANG EB3943 EB3943.Superseded values are not recommended for survey control. EB3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3943.See file dsdata.txt to determine how the superseded data were derived. EB3943 EB3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6521624720(NAD 83) EB3943_MARKER: DE = TRAVERSE STATION DISK EB3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3943_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3943_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3943+STABILITY: SURFACE MOTION EB3943 EB3943 HISTORY - Date Condition Report By EB3943 HISTORY - 1977 MONUMENTED NCGS EB3943 EB3943 STATION DESCRIPTION EB3943 EB3943'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3943'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF MCDONALD AND EB3943'5.3 MILES EAST-NORTHEAST OF ROWLAND. EB3943' EB3943'TO REACH STATION FROM THE I 95 UNDERPASS OF US 74, PROCEED SOUTHWEST EB3943'ALONG I 95 FOR 6.6 MILES TO SR 2455 INTERCHANGE AND STATION ON LEFT AT EB3943'SOUTHEAST CORNER OF BRIDGE. EB3943' EB3943'STATION MARK IS A STANDARD DISK STAMPED---PEDRO 1977---SET IN THE TOP EB3943'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MARK EB3943'IS 32.7 FT EAST OF CENTERLINE OF SR 2455, 16.9 FT SOUTH OF SOUTH END EB3943'OF BRIDGE RAIL, 3.9 FEET SOUTHEAST OF FIFTH GUARD RAIL POST, 4.7 EB3943'FEET EAST OF SIXTH GUARD RAIL POST AND 6.0 FEET SOUTHWEST OF EB3943'CENTERLINE OF DRAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3944 *********************************************************************** EB3944 DESIGNATION - PEEP EB3944 PID - EB3944 EB3944 STATE/COUNTY- NC/ROBESON EB3944 USGS QUAD - JOHNS (1971) EB3944 EB3944 *CURRENT SURVEY CONTROL EB3944 ___________________________________________________________________ EB3944* NAD 83(1986)- 34 37 32.00143(N) 079 26 45.19711(W) ADJUSTED EB3944* NAVD 88 - 46.1 (meters) 151. (feet) VERTCON EB3944 ___________________________________________________________________ EB3944 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EB3944 GEOID HEIGHT- -32.50 (meters) GEOID03 EB3944 EB3944 HORZ ORDER - SECOND EB3944 EB3944.The North Carolina HARNS have been completed but, EB3944.due to contractual restrictions, coordinates for these stations EB3944.will NOT be published in the near future. In the interim, the EB3944.published coordinates in North Carolina will not be EB3944.consistent with the Continuously Operating Reference Stations EB3944.(CORS). The HARN coordinates for these stations are available EB3944.upon request. Contact Gary Thompson(919-733-3836). EB3944. EB3944.In addition, the published North Carolina positions EB3944.(NAD 83 (1986)) are NOT consistent with those determined in EB3944.adjacent state readjustments. The discontinuity between stations EB3944.located in North Carolina and those in adjacent states EB3944.which have been adjusted to the HARN may be as much as 5 EB3944.decimeters. This will result in a significant loss of accuracy EB3944.over lines crossing such state borders. EB3944 EB3944 EB3944.The horizontal coordinates were established by classical geodetic methods EB3944.and adjusted by the National Geodetic Survey in April 1991. EB3944 EB3944.The NAVD 88 height was computed by applying the VERTCON shift value to EB3944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3944 EB3944.The Laplace correction was computed from DEFLEC99 derived deflections. EB3944 EB3944.The geoid height was determined by GEOID03. EB3944 EB3944; North East Units Scale Factor Converg. EB3944;SPC NC - 97,218.712 568,715.281 MT 0.99993189 -0 15 26.5 EB3944;SPC NC - 318,958.39 1,865,860.05 sFT 0.99993189 -0 15 26.5 EB3944;SPC SC - 310,728.576 752,100.333 MT 0.99993278 +0 51 41.8 EB3944;SPC SC - 1,019,450.71 2,467,520.78 iFT 0.99993278 +0 51 41.8 EB3944;UTM 17 - 3,832,617.941 642,464.518 MT 0.99985016 +0 52 59.6 EB3944 EB3944! - Elev Factor x Scale Factor = Combined Factor EB3944!SPC NC - 0.99999786 x 0.99993189 = 0.99992975 EB3944!SPC SC - 0.99999786 x 0.99993278 = 0.99993064 EB3944!UTM 17 - 0.99999786 x 0.99985016 = 0.99984802 EB3944 EB3944 SUPERSEDED SURVEY CONTROL EB3944 EB3944 NGVD 29 (04/22/91) 46.4 (m) 152. (f) VERT ANG EB3944 EB3944.Superseded values are not recommended for survey control. EB3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3944.See file dsdata.txt to determine how the superseded data were derived. EB3944 EB3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4246532618(NAD 83) EB3944_MARKER: DE = TRAVERSE STATION DISK EB3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3944_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3944_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3944+STABILITY: SURFACE MOTION EB3944 EB3944 HISTORY - Date Condition Report By EB3944 HISTORY - 1977 MONUMENTED NCGS EB3944 HISTORY - 1988 GOOD USPSQD EB3944 EB3944 STATION DESCRIPTION EB3944 EB3944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3944'THE STATION IS LOCATED APPROXIMATELY 9.3 MILES SOUTH-SOUTHWEST OF EB3944'MAXTON AND 9.5 MILES WEST-NORTHWEST OF ROWLAND. EB3944' EB3944'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3944'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 4.3 MILES TO STATION ON LEFT EB3944'ON AN 8 FOOT BANK AT ENTRANCE TO A CULTIVATED FIELD AND 0.7 MILE EAST EB3944'OF THE STATE LINE CROSSING OF HIGHWAY. EB3944' EB3944'STATION MARK IS A STANDARD DISK STAMPED---PEEP 1977---SET IN TOP EB3944'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. THE EB3944'MARK IS 44.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF NC 83, 35.0 FEET EB3944'NORTHWEST OF A 20 INCH PINE WITH REFERENCE TAG, 7.7 FEET SOUTHWEST OF EB3944'A 12 INCH TWIN PINE WITH REFERENCE TAG AND 11.4 FEET SOUTHEAST OF A EB3944'4 INCH PINE WITH REFERENCE TAG. EB3944 EB3944 STATION RECOVERY (1988) EB3944 EB3944'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3944'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2612 *********************************************************************** EB2612 DESIGNATION - PEM EB2612 PID - EB2612 EB2612 STATE/COUNTY- NC/ROBESON EB2612 USGS QUAD - PEMBROKE (1982) EB2612 EB2612 *CURRENT SURVEY CONTROL EB2612 ___________________________________________________________________ EB2612* NAD 83(1986)- 34 41 00.45864(N) 079 13 46.23699(W) ADJUSTED EB2612* NAVD 88 - 51.4 (meters) 169. (feet) VERTCON EB2612 ___________________________________________________________________ EB2612 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2612 GEOID HEIGHT- -33.05 (meters) GEOID03 EB2612 EB2612 HORZ ORDER - FIRST EB2612 EB2612.The North Carolina HARNS have been completed but, EB2612.due to contractual restrictions, coordinates for these stations EB2612.will NOT be published in the near future. In the interim, the EB2612.published coordinates in North Carolina will not be EB2612.consistent with the Continuously Operating Reference Stations EB2612.(CORS). The HARN coordinates for these stations are available EB2612.upon request. Contact Gary Thompson(919-733-3836). EB2612. EB2612.In addition, the published North Carolina positions EB2612.(NAD 83 (1986)) are NOT consistent with those determined in EB2612.adjacent state readjustments. The discontinuity between stations EB2612.located in North Carolina and those in adjacent states EB2612.which have been adjusted to the HARN may be as much as 5 EB2612.decimeters. This will result in a significant loss of accuracy EB2612.over lines crossing such state borders. EB2612 EB2612 EB2612.The horizontal coordinates were established by classical geodetic methods EB2612.and adjusted by the National Geodetic Survey in July 1986. EB2612 EB2612.The NAVD 88 height was computed by applying the VERTCON shift value to EB2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2612 EB2612.The Laplace correction was computed from DEFLEC99 derived deflections. EB2612 EB2612.The geoid height was determined by GEOID03. EB2612 EB2612; North East Units Scale Factor Converg. EB2612;SPC NC - 103,574.352 588,570.955 MT 0.99992144 -0 07 56.9 EB2612;SPC NC - 339,810.19 1,931,003.21 sFT 0.99992144 -0 07 56.9 EB2612;UTM 17 - 3,839,367.206 662,188.981 MT 0.99992423 +1 00 27.7 EB2612 EB2612! - Elev Factor x Scale Factor = Combined Factor EB2612!SPC NC - 0.99999712 x 0.99992144 = 0.99991856 EB2612!UTM 17 - 0.99999712 x 0.99992423 = 0.99992135 EB2612 EB2612: Primary Azimuth Mark Grid Az EB2612:SPC NC - PEM AZ MK 253 03 18.4 EB2612:UTM 17 - PEM AZ MK 251 54 53.8 EB2612 EB2612|---------------------------------------------------------------------| EB2612| PID Reference Object Distance Geod. Az | EB2612| dddmmss.s | EB2612| EB2613 PEMBROKE MUNICIPAL TANK APPROX. 3.2 KM 0964405.8 | EB2612| EB3499 PEM RM 1 29.200 METERS 11617 | EB2612| EB3501 PEM RM 3 19.875 METERS 19023 | EB2612| EB3945 PEM AZ MK APPROX. 0.5 KM 2525521.5 | EB2612| EB3500 PEM RM 2 30.754 METERS 25937 | EB2612| EB2636 RADIO STATION WEWO MAST APPROX.19.4 KM 2962558.7 | EB2612| EB2616 MAXTON MUNICIPAL TANK APPROX.12.6 KM 2990842.2 | EB2612| EB2631 LAURINBURG MAXTON AIRPORT BCN APPROX.17.9 KM 3162748.7 | EB2612|---------------------------------------------------------------------| EB2612 EB2612 SUPERSEDED SURVEY CONTROL EB2612 EB2612 NAD 27 - 34 40 59.87730(N) 079 13 47.09880(W) AD( ) 1 EB2612 NGVD 29 (04/22/91) 51.7 (m) 170. (f) VERT ANG EB2612 EB2612.Superseded values are not recommended for survey control. EB2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2612.See file dsdata.txt to determine how the superseded data were derived. EB2612 EB2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6218939367(NAD 83) EB2612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2612_STAMPING: PEN 1949 EB2612_MARK LOGO: CGS EB2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2612+STABILITY: SURFACE MOTION EB2612 EB2612 HISTORY - Date Condition Report By EB2612 HISTORY - 1949 MONUMENTED CGS EB2612 HISTORY - 1957 GOOD CGS EB2612 HISTORY - 1968 GOOD CGS EB2612 HISTORY - 1977 GOOD NCGS EB2612 EB2612 STATION DESCRIPTION EB2612 EB2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2612'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ROWLAND, 8 MILES EB2612'SOUTHEAST OF MAXTON AND 3 MILES WEST OF PEMBROKE IN A TRIANGLE EB2612'FORMED BY THE JUNCTION OF U.S. HIGHWAY NO. 74 AND STATE EB2612'HIGHWAY NO. 710. IT IS 215 FEET NORTHEAST OF THE INTERSECTION EB2612'OF THE TWO HIGHWAYS, 100 FEET NORTH OF THE CENTER OF EB2612'U.S. HIGHWAY NO. 74, 56 FEET WEST OF THE CENTER OF CUT-OFF EB2612'ROAD AND 39 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY EB2612'NO. 710. THE MARK PROJECTS 6 INCHES AND THE DISK IS EB2612'STAMPED---PEM 1949---. EB2612' EB2612'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF EB2612'U.S. HIGHWAY NO. 74 AND 1 FOOT EAST OF A WHITE WITNESS EB2612'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS EB2612'STAMPED---PEN NO 1 1949---. EB2612' EB2612'REFERENCE MARK NO. 2 IS 40 FEET NORTHEAST OF THE CENTER OF A EB2612'DIRT ROAD AND 37 FEET NORTHWEST OF THE CENTER OF STATE EB2612'HIGHWAY NO. 710. THE MARK PROJECTS 6 INCHES AND THE DISK IS EB2612'STAMPED---PEM NO 2 1949---. EB2612' EB2612'AZIMUTH MARK IS 43 FEET EAST OF KINLAW JACOBS TOMBSTONE AND EB2612'1 FOOT SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 EB2612'INCHES AND THE DISK IS STAMPED---PEM 1949---. EB2612' EB2612'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON EB2612'U.S. HIGHWAY NO. 74 FOR 0.25 MILE TO A T-ROAD RIGHT, TURN EB2612'RIGHT AND GO 0.1 MILE TO CEMETERY AND THE AZIMUTH MARK AS EB2612'DESCRIBED. EB2612' EB2612'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EB2612 EB2612 STATION RECOVERY (1957) EB2612 EB2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH) EB2612'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE EB2612'RECOVERED IN GOOD CONDITION. EB2612' EB2612'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ROWLAND, EB2612'8 MILES SOUTHEAST OF MAXTON AND 3 MILES WEST OF PEMBROKE IN EB2612'THE TRIANGLE FORMED BY THE INTERSECTION STATE HIGHWAYS 710 AND EB2612'711 RUNNING NORTH. IT IS 215 FEET NORTHEAST OF THE EB2612'INTERSECTION OF THE TWO HIGHWAYS, 100 FEET NORTH OF THE CENTER EB2612'OF HIGHWAY 711, 56 FEET WEST OF THE CENTER OF THE CUT OFF EB2612'ROAD AND 39 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY EB2612'710. THE MARK IS STAMPED PEM 1949 AND IS FLUSH WITH THE EB2612'GROUND. EB2612' EB2612'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF EB2612'HIGHWAY 711 AND 6 FEET WEST OF A STOP SIGN. THE MARK IS EB2612'STAMPED PEM NO 1 1949 AND IS FLUSH WITH THE GROUND. EB2612' EB2612'REFERENCE MARK NO. 2 IS 40 FEET NORTHEAST OF THE CENTER OF THE EB2612'REDBANKS ROAD AND 37 FEET NORTHWEST OF THE CENTER OF HIGHWAY EB2612'710. THE MARK IS STAMPED PEM NO 2 1949 AND IS FLUSH WITH EB2612'THE GROUND. EB2612' EB2612'THE AZIMUTH MARK IS LOCATED IN A CEMETERY, 43 FEET EAST OF EB2612'WINLAW JACOBS TOMBSTONE AND IS STAMPED PEM 1949. EB2612' EB2612'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE EB2612'HIGHWAY 711 FOR 0.25 MILE TO A CEMETERY ON THE RIGHT AND THE EB2612'AZIMUTH MARK. EB2612 EB2612 STATION RECOVERY (1968) EB2612 EB2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2612'RECOVERED IN APPARENT GOOD CONDITION 12 INCHES BELOW GROUND, EB2612'STAMPED---PEM 1949---. IT IS IN THE TRIANGLE FORMED BY STATE EB2612'HIGHWAYS 710 AND 711 AND COUNTY ROAD 1339, 54 FEET WEST OF EB2612'THE CENTER OF AN IRON GRILLE CATCHBASIN, 53 FEET SOUTHWEST OF EB2612'CENTER OF PAVED CUTOFF ROAD, 39 FEET EAST OF THE CENTER OF EB2612'HY. 710 AND 2 FEET WEST OF A METAL WITNESS POST. EB2612' EB2612'RM 1 (SLIGHTLY TIPPED TO SOUTH) IS 1 INCH BELOW GROUND IN EB2612'THE EASTERN APEX OF THE TRIANGLE, 47 FEET WEST OF THE EB2612'INTERSECTION OF 711 AND CUTOFF ROAD, 41.5 FEET EAST OF THE EB2612'CENTER OF THE CATCHBASIN, 28 FEET NORTH OF THE CENTER OF 711, EB2612'21 FEET SOUTHWEST OF THE CUTOFF ROAD AND 9 FEET WEST OF A STOP EB2612'SIGN. EB2612' EB2612'RM 2 IS FLUSH, AT THE EDGE OF A DRAINAGE DITCH AND EB2612'CULTIVATION, 55 FEET NORTH OF THE CENTER OF INTERSECTION OF EB2612'HIGHWAY 710 AND COUNTY RD. 1339, 37 FEET NORTHWEST OF CENTER EB2612'OF 710 AND 20 FEET SOUTH OF SOUTH CORNER OF A 3-FOOT CONCRETE EB2612'WALL AROUND A DUG WELL. EB2612' EB2612'RM 3 WAS ESTABLISHED. IT IS A STANDARD DISK EB2612'STAMPED---PEM NO 3 1949 1968---, SET IN THE TOP OF A CONCRETE EB2612'MONUMENT THAT IS FLUSH, 70.5 FEET SOUTHWEST OF THE CENTER OF EB2612'THE CATCHBASIN, 61 FEET EAST OF THE CENTER OF 710, 48 FEET EB2612'NORTHEAST OF CENTER OF 1339 AND 45 FEET NORTH OF THE CENTER OF EB2612'711. EB2612' EB2612'AZIMUTH MARK PROJECTS 5 INCHES FROM THE INSIDE ANGLE OF A EB2612'SQUARE CORNER IN A DIRT CEMETERY ROAD, 48 FEET NORTH OF LARGE EB2612'FAMILY STONE CARVED JACOBS, 42 FEET WEST OF LARGE STONE CARVED EB2612'OXENDINE WITH FIGURE OF RECLINING LAMB ATOP, AND 18.2 FEET EB2612'NORTHEAST OF A SMALL SQUARE STONE ARCH CARVED CORA LEE SANDERSON. EB2612' EB2612'TO REACH THE STATION FROM PEMBROKE, GO WESTERLY ON HIGHWAY EB2612'711 FOR 2.2 MILES TO THE STATION IN THE GRASSY TRIANGLE OF EB2612'THE INTERSECTION. TO REACH THE AZIMUTH MARK FROM THE STATION, EB2612'CONTINUE WESTERLY ON 710 FOR 0.25 MILE TO A DIRT ROAD ON THE EB2612'RIGHT, TURN RIGHT AND GO 0.1 MILE TO A SHARP LEFT TURN AND EB2612'THE MARK ON THE LEFT. EB2612' EB2612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2612'2.2 MILES SOUTHWEST OF PEMBROKE. EB2612 EB2612 STATION RECOVERY (1977) EB2612 EB2612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2612'THE STATION REFERENCE MARKS NUMBER 1 AND NUMBER 3 AND AZIMUTH MARK EB2612'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. EB2612' EB2612'REFERENCE MARK 2 WAS SEARCH FOR BUT NOT FOUND AND IS PROBABLY EB2612'DESTROYED. THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 3 WAS MEASURED EB2612'TO BE 100.03 FEET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3945 *********************************************************************** EB3945 DESIGNATION - PEM AZ MK EB3945 PID - EB3945 EB3945 STATE/COUNTY- NC/ROBESON EB3945 USGS QUAD - PEMBROKE (1982) EB3945 EB3945 *CURRENT SURVEY CONTROL EB3945 ___________________________________________________________________ EB3945* NAD 83(1986)- 34 40 55.52709(N) 079 14 05.66807(W) ADJUSTED EB3945* NAVD 88 - 52.1 (meters) 171. (feet) VERTCON EB3945 ___________________________________________________________________ EB3945 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EB3945 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3945 EB3945 HORZ ORDER - SECOND EB3945 EB3945.The North Carolina HARNS have been completed but, EB3945.due to contractual restrictions, coordinates for these stations EB3945.will NOT be published in the near future. In the interim, the EB3945.published coordinates in North Carolina will not be EB3945.consistent with the Continuously Operating Reference Stations EB3945.(CORS). The HARN coordinates for these stations are available EB3945.upon request. Contact Gary Thompson(919-733-3836). EB3945. EB3945.In addition, the published North Carolina positions EB3945.(NAD 83 (1986)) are NOT consistent with those determined in EB3945.adjacent state readjustments. The discontinuity between stations EB3945.located in North Carolina and those in adjacent states EB3945.which have been adjusted to the HARN may be as much as 5 EB3945.decimeters. This will result in a significant loss of accuracy EB3945.over lines crossing such state borders. EB3945 EB3945 EB3945.The horizontal coordinates were established by classical geodetic methods EB3945.and adjusted by the National Geodetic Survey in April 1991. EB3945 EB3945.The NAVD 88 height was computed by applying the VERTCON shift value to EB3945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3945 EB3945.The Laplace correction was computed from DEFLEC99 derived deflections. EB3945 EB3945.The geoid height was determined by GEOID03. EB3945 EB3945; North East Units Scale Factor Converg. EB3945;SPC NC - 103,423.554 588,076.015 MT 0.99992168 -0 08 08.1 EB3945;SPC NC - 339,315.44 1,929,379.39 sFT 0.99992168 -0 08 08.1 EB3945;UTM 17 - 3,839,206.589 661,697.140 MT 0.99992227 +1 00 16.5 EB3945 EB3945! - Elev Factor x Scale Factor = Combined Factor EB3945!SPC NC - 0.99999700 x 0.99992168 = 0.99991868 EB3945!UTM 17 - 0.99999700 x 0.99992227 = 0.99991927 EB3945 EB3945 SUPERSEDED SURVEY CONTROL EB3945 EB3945 NGVD 29 (04/22/91) 52.4 (m) 172. (f) VERT ANG EB3945 EB3945.Superseded values are not recommended for survey control. EB3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3945.See file dsdata.txt to determine how the superseded data were derived. EB3945 EB3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6169739207(NAD 83) EB3945_MARKER: DZ = AZIMUTH MARK DISK EB3945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3945_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3945_STAMPING: PEN 1949 EB3945_MARK LOGO: CGS EB3945_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3945+STABILITY: SURFACE MOTION EB3945 EB3945 HISTORY - Date Condition Report By EB3945 HISTORY - 1949 MONUMENTED CGS EB3945 HISTORY - 1977 GOOD NCGS EB3945 EB3945 STATION DESCRIPTION EB3945 EB3945'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3945'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST OF PEMBROKE AND EB3945'1.7 MILES SOUTHEAST OF REDLANDS. EB3945' EB3945'TO REACH STATION FROM THE US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB3945'PROCEED NORTH ALONG NC 710 FOR 0.7 MILE TO A CEMETERY ON LEFT THENCE EB3945'NORTHWEST ALONG DRIVEWAY TO STATION IN CURVE OF THE DRIVE AT THE EAST EB3945'END OF THE CEMETERY AND APPROXIMATELY 300 FEET NORTH OF HIGHWAY. EB3945' EB3945'STATION MARK IS A STANDARD DISK STAMPED---PEM 1949---SET IN THE TOP EB3945'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EB3945'THE MARK IS 18.1 FEET SOUTH OF SOUTHEAST CORNER OF JONES CEMETERY EB3945'PLOT, 46.0 FEET SOUTHWEST OF A 12 INCH TWIN OAK WITH REFERENCE TAG, EB3945'46.4 FEET SOUTHEAST OF A 18 INCH TWIN OAK WITH REFERENCE TAG, 18.2 EB3945'FEET NORTHEAST OF HEADSTONE OF CORA LEE SANDERSON AND 42 FEET WEST OF EB3945'LARGE HEADSTONE OF OXENDINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2613 *********************************************************************** EB2613 DESIGNATION - PEMBROKE MUNICIPAL TANK EB2613 PID - EB2613 EB2613 STATE/COUNTY- NC/ROBESON EB2613 USGS QUAD - PEMBROKE (1982) EB2613 EB2613 *CURRENT SURVEY CONTROL EB2613 ___________________________________________________________________ EB2613* NAD 83(1986)- 34 40 48.35976(N) 079 11 42.39363(W) ADJUSTED EB2613* NAVD 88 - EB2613 ___________________________________________________________________ EB2613 LAPLACE CORR- -5.18 (seconds) DEFLEC99 EB2613 GEOID HEIGHT- -33.16 (meters) GEOID03 EB2613 EB2613 HORZ ORDER - THIRD EB2613 EB2613.The North Carolina HARNS have been completed but, EB2613.due to contractual restrictions, coordinates for these stations EB2613.will NOT be published in the near future. In the interim, the EB2613.published coordinates in North Carolina will not be EB2613.consistent with the Continuously Operating Reference Stations EB2613.(CORS). The HARN coordinates for these stations are available EB2613.upon request. Contact Gary Thompson(919-733-3836). EB2613. EB2613.In addition, the published North Carolina positions EB2613.(NAD 83 (1986)) are NOT consistent with those determined in EB2613.adjacent state readjustments. The discontinuity between stations EB2613.located in North Carolina and those in adjacent states EB2613.which have been adjusted to the HARN may be as much as 5 EB2613.decimeters. This will result in a significant loss of accuracy EB2613.over lines crossing such state borders. EB2613 EB2613 EB2613.The horizontal coordinates were established by classical geodetic methods EB2613.and adjusted by the National Geodetic Survey in July 1986. EB2613 EB2613 EB2613.The Laplace correction was computed from DEFLEC99 derived deflections. EB2613 EB2613.The geoid height was determined by GEOID03. EB2613 EB2613; North East Units Scale Factor Converg. EB2613;SPC NC - 103,194.811 591,722.411 MT 0.99992202 -0 06 45.4 EB2613;SPC NC - 338,564.98 1,941,342.61 sFT 0.99992202 -0 06 45.4 EB2613;UTM 17 - 3,839,050.436 665,347.393 MT 0.99993698 +1 01 37.9 EB2613 EB2613 SUPERSEDED SURVEY CONTROL EB2613 EB2613 NAD 27 - 34 40 47.77800(N) 079 11 43.26500(W) AD( ) 3 EB2613 EB2613.Superseded values are not recommended for survey control. EB2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2613.See file dsdata.txt to determine how the superseded data were derived. EB2613 EB2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6534739050(NAD 83) EB2613_MARKER: 53 = ELEVATED TANK EB2613 EB2613 HISTORY - Date Condition Report By EB2613 HISTORY - 1949 FIRST OBSERVED CGS EB2613 HISTORY - 1957 GOOD CGS EB2613 EB2613 STATION DESCRIPTION EB2613 EB2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2613'STATION IS LOCATED IN THE CENTER OF PEMBROKE. IT IS IN THE EB2613'SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY NO. 74 AND EB2613'VANCE STREET. THE STATION IS A 4-LEGGED STEEL STRUCTURE 130 EB2613'FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER. THE POINT EB2613'OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF OF THE TANK. EB2613 EB2613 STATION RECOVERY (1957) EB2613 EB2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH) EB2613'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH EB2613'THE FOLLOWING ADDITIONS-- EB2613' EB2613'U.S. HIGHWAY 74 IS NOW STATE HIGHWAY 711. EB2613' EB2613'THE LETTERS PEMBROKE N C ARE PAINTED ON THE TANK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2614 *********************************************************************** EB2614 DESIGNATION - PHIL EB2614 PID - EB2614 EB2614 STATE/COUNTY- NC/ROBESON EB2614 USGS QUAD - PEMBROKE (1982) EB2614 EB2614 *CURRENT SURVEY CONTROL EB2614 ___________________________________________________________________ EB2614* NAD 83(1986)- 34 44 53.62227(N) 079 12 48.71483(W) ADJUSTED EB2614* NAVD 88 - 58.02 (+/-2cm) 190.4 (feet) VERTCON EB2614 ___________________________________________________________________ EB2614 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB2614 GEOID HEIGHT- -33.00 (meters) GEOID03 EB2614 EB2614 HORZ ORDER - SECOND EB2614 VERT ORDER - THIRD ? (See Below) EB2614 EB2614.The North Carolina HARNS have been completed but, EB2614.due to contractual restrictions, coordinates for these stations EB2614.will NOT be published in the near future. In the interim, the EB2614.published coordinates in North Carolina will not be EB2614.consistent with the Continuously Operating Reference Stations EB2614.(CORS). The HARN coordinates for these stations are available EB2614.upon request. Contact Gary Thompson(919-733-3836). EB2614. EB2614.In addition, the published North Carolina positions EB2614.(NAD 83 (1986)) are NOT consistent with those determined in EB2614.adjacent state readjustments. The discontinuity between stations EB2614.located in North Carolina and those in adjacent states EB2614.which have been adjusted to the HARN may be as much as 5 EB2614.decimeters. This will result in a significant loss of accuracy EB2614.over lines crossing such state borders. EB2614 EB2614 EB2614.The horizontal coordinates were established by classical geodetic methods EB2614.and adjusted by the National Geodetic Survey in July 1986. EB2614 EB2614.The NAVD 88 height was computed by applying the VERTCON shift value to EB2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2614.The vertical order pertains to the NGVD 29 superseded value. EB2614 EB2614.The Laplace correction was computed from DEFLEC99 derived deflections. EB2614 EB2614.The geoid height was determined by GEOID03. EB2614 EB2614; North East Units Scale Factor Converg. EB2614;SPC NC - 110,755.492 590,050.521 MT 0.99991095 -0 07 23.7 EB2614;SPC NC - 363,370.31 1,935,857.42 sFT 0.99991095 -0 07 23.7 EB2614;UTM 17 - 3,846,576.461 663,525.280 MT 0.99992959 +1 01 06.5 EB2614 EB2614! - Elev Factor x Scale Factor = Combined Factor EB2614!SPC NC - 0.99999607 x 0.99991095 = 0.99990702 EB2614!UTM 17 - 0.99999607 x 0.99992959 = 0.99992566 EB2614 EB2614: Primary Azimuth Mark Grid Az EB2614:SPC NC - PHIL AZ MK 358 37 24.8 EB2614:UTM 17 - PHIL AZ MK 357 28 54.6 EB2614 EB2614|---------------------------------------------------------------------| EB2614| PID Reference Object Distance Geod. Az | EB2614| dddmmss.s | EB2614| EB3508 PHIL RM 1 34.567 METERS 05522 | EB2614| EB3510 PHIL RM 3 7.004 METERS 24400 | EB2614| EB3509 PHIL RM 2 27.022 METERS 29626 | EB2614| CS5823 PHIL AZ MK 3583001.1 | EB2614|---------------------------------------------------------------------| EB2614 EB2614 SUPERSEDED SURVEY CONTROL EB2614 EB2614 NAD 27 - 34 44 53.04100(N) 079 12 49.58000(W) AD( ) 2 EB2614 NGVD 29 (07/19/86) 58.30 (m) 191.3 (f) LEVELING 3 EB2614 EB2614.Superseded values are not recommended for survey control. EB2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2614.See file dsdata.txt to determine how the superseded data were derived. EB2614 EB2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6352546576(NAD 83) EB2614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2614_STAMPING: PHIL 1949 EB2614_MARK LOGO: CGS EB2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2614+STABILITY: SURFACE MOTION EB2614 EB2614 HISTORY - Date Condition Report By EB2614 HISTORY - 1949 MONUMENTED CGS EB2614 HISTORY - 1965 GOOD CGS EB2614 HISTORY - 1977 MARK NOT FOUND NCGS EB2614 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2614 HISTORY - 20010331 MARK NOT FOUND NGS EB2614 EB2614 STATION DESCRIPTION EB2614 EB2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2614'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MAXTON AND 6 EB2614'MILES SOUTH OF RED SPRINGS. IT IS 93 FEET SOUTHWEST OF THE EB2614'CENTER OF INTERSECTION OF STATE HIGHWAY 710 AND GRAVEL EB2614'CROSSROAD, 17 FEET WEST OF A WHITE WITNESS POST. THE MARK EB2614'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED---PHIL 1949---. EB2614' EB2614'REFERENCE MARK NO. 1 IS 55 FEET EAST OF CENTER OF HIGHWAY 710 EB2614'AND 30 FEET SOUTH OF CENTER OF A GRAVEL ROAD. THE MARK PROJECTS EB2614'ABOUT 6 INCHES AND THE DISK IS STAMPED---PHIL NO 1 1949---. EB2614' EB2614'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF CENTER OF A GRAVEL EB2614'ROAD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS EB2614'STAMPED---PHIL NO 2 1949---. EB2614' EB2614'AZIMUTH MARK IS 48 FEET EAST OF CENTER OF HIGHWAY 710, 35 FEET EB2614'NORTH OF A POWER POLE AND 2 FEET EAST OF A WHITE WITNESS EB2614'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS EB2614'STAMPED---PHIL 1949---. EB2614' EB2614'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND EB2614'710 IN RED SPRINGS, GO SOUTH ON HIGHWAYS 710 AND 72 FOR 1.8 EB2614'MILES TO THE JUNCTION OF HIGHWAY 72, CONTINUE STRAIGHT AHEAD ON EB2614'HIGHWAY 710 FOR 2.85 MILES TO THE AZIMUTH MARK ON LEFT AS EB2614'DESCRIBED. CONTINUE SOUTH ON HIGHWAY FOR 0.35 MILE TO STATION EB2614'ON RIGHT AS DESCRIBED. EB2614' EB2614'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EB2614 EB2614 STATION RECOVERY (1965) EB2614 EB2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS) EB2614'STATION MARK, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD EB2614'CONDITIION. RM 1 WAS LYING IN THE DITCH AND THE DISK WAS EB2614'REMOVED AT THIS TIME. STATION MARK WAS BURIED 3 FEET BY EB2614'DITCH DIGGING OPERATIONS, IN THE MOUND OF EARTH BESIDE THE EB2614'DITCH. RM 3 WAS ESTABLISHED AND A METAL WITNESS POST SET. EB2614' EB2614'STATION MARK IS A STANDARD DISK STAMPED---PHIL 1949---. EB2614'SET IN A SQUARE CONCRETE MONUMENT ABOUT 2 FEET BELOW GROUND. IT EB2614'IS IN THE SOUTHEAST QUADRANT OF THE HIGHWAY 710 INTERSECTION EB2614'WITH A PAVED ROAD TO PHILADELPHUS, 75 FEET SOUTH OF THE EAST EB2614'END OF A TRAFFIC DIVIDER ON THE PHILADELPHUS ROAD, 37 FEET EB2614'SOUTH OF A CAPPED VERTICAL PIPE THAT PROJECTS ABOUT 3.5 FEET, EB2614'10 FEET WEST OF THE WEST BANK OF A DEEP DITCH AND 2 FEET EB2614'NORTHEAST OF A METAL WITNESS POST. EB2614' EB2614'RM 2 IS A STANDARD DISK STAMPED---PHIL NO 2 1949---, EB2614'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH. IT IS 32 FEET EB2614'SOUTHWEST OF THE WEST END OF THE TRAFFIC DIVIDER AND 85 FEET EB2614'WEST OF THE CAPPED VERTICAL PIPE. EB2614' EB2614'RM 3 IS A STANDARD DISK STAMPED---PHIL NO 3 1949---, SET EB2614'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES. 53.5 EB2614'FEET SOUTHWEST OF THE VERTICAL PIPE AND 33 FEET WEST OF THE EB2614'WEST BANK OF THE DITCH. EB2614' EB2614'AZIMUTH MARK IS A STANDARD DISK STAMPED---PHIL 1949---, EB2614'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 EB2614'INCHES. IT IS ABOUT 200 FEET EAST OF ISLAND GROVE CHURCH, 48 EB2614'FEET EAST OF THE CENTER OF HIGHWAY 211, 35 FEET NORTH OF A EB2614'CABLE-BRACED TELEPHONE POLE AND 3 FEET SOUTH OF A DRAINAGE EB2614'DITCH BETWEEN TWO CULTIVATED FIELDS. EB2614' EB2614'TO REACH FROM THE JUNCTION OF HIGHWAYS 710 AND 72 1.8 MILES EB2614'SOUTH OF RED SPRINGS, GO SOUTH ON 710 FOR 2.85 MILES TO THE EB2614'CHURCH ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EB2614'SOUTH ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE RIGHT EB2614'AT THE CROSSROADS. EB2614 EB2614 STATION RECOVERY (1977) EB2614 EB2614'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2614'THE STATION AND REFERENCE MARKS WERE NOT FOUND BECAUSE OF DITCHING IN EB2614'THE AREA. THE AZIMUTH MARK WAS LOCATED IN GOOD CONDITION AS DESCRIBED. EB2614'THE STATION SEEMS TO BE LOCATED BELOW 4 TO 5 FEET OF BACKFILL, BUT EB2614'COULD NOT BE FOUND. EB2614' EB2614'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---PHIL 1949---SET IN TOP EB2614'OF A SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. EB2614'THE MARK IS 47.5 FEET EAST OF CENTERLINE OF NC 710 WITH A REFERENCE EB2614'TAG, 35.0 FEET NORTH OF POWER POLE WITH A REFERENCE TAG AND 72.5 FEET EB2614'NORTHEAST OF STATION BAPTIST. EB2614 EB2614 STATION RECOVERY (1997) EB2614 EB2614'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2614'MARK NOT FOUND. EB2614 EB2614 STATION RECOVERY (2001) EB2614 EB2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EB2614'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2570 *********************************************************************** EB2570 DESIGNATION - PHILADELPHUS EB2570 PID - EB2570 EB2570 STATE/COUNTY- NC/ROBESON EB2570 USGS QUAD - RED SPRINGS (1974) EB2570 EB2570 *CURRENT SURVEY CONTROL EB2570 ___________________________________________________________________ EB2570* NAD 83(1986)- 34 45 31.32356(N) 079 10 14.75797(W) ADJUSTED EB2570* NAVD 88 - 56.99 (+/-2cm) 187.0 (feet) VERTCON EB2570 ___________________________________________________________________ EB2570 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2570 GEOID HEIGHT- -33.10 (meters) GEOID03 EB2570 EB2570 HORZ ORDER - FIRST EB2570 VERT ORDER - THIRD ? (See Below) EB2570 EB2570.The North Carolina HARNS have been completed but, EB2570.due to contractual restrictions, coordinates for these stations EB2570.will NOT be published in the near future. In the interim, the EB2570.published coordinates in North Carolina will not be EB2570.consistent with the Continuously Operating Reference Stations EB2570.(CORS). The HARN coordinates for these stations are available EB2570.upon request. Contact Gary Thompson(919-733-3836). EB2570. EB2570.In addition, the published North Carolina positions EB2570.(NAD 83 (1986)) are NOT consistent with those determined in EB2570.adjacent state readjustments. The discontinuity between stations EB2570.located in North Carolina and those in adjacent states EB2570.which have been adjusted to the HARN may be as much as 5 EB2570.decimeters. This will result in a significant loss of accuracy EB2570.over lines crossing such state borders. EB2570 EB2570 EB2570.The horizontal coordinates were established by classical geodetic methods EB2570.and adjusted by the National Geodetic Survey in July 1986. EB2570 EB2570.The NAVD 88 height was computed by applying the VERTCON shift value to EB2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2570.The vertical order pertains to the NGVD 29 superseded value. EB2570 EB2570.The Laplace correction was computed from DEFLEC99 derived deflections. EB2570 EB2570.The geoid height was determined by GEOID03. EB2570 EB2570; North East Units Scale Factor Converg. EB2570;SPC NC - 111,909.594 593,968.095 MT 0.99990937 -0 05 54.8 EB2570;SPC NC - 367,156.73 1,948,710.33 sFT 0.99990937 -0 05 54.8 EB2570;UTM 17 - 3,847,808.425 667,419.187 MT 0.99994547 +1 02 35.3 EB2570 EB2570! - Elev Factor x Scale Factor = Combined Factor EB2570!SPC NC - 0.99999625 x 0.99990937 = 0.99990562 EB2570!UTM 17 - 0.99999625 x 0.99994547 = 0.99994172 EB2570 EB2570: Primary Azimuth Mark Grid Az EB2570:SPC NC - PHILADELPHUS AZ MK 167 33 36.0 EB2570:UTM 17 - PHILADELPHUS AZ MK 166 25 05.9 EB2570 EB2570|---------------------------------------------------------------------| EB2570| PID Reference Object Distance Geod. Az | EB2570| dddmmss.s | EB2570| EB3512 PHILADELPHUS RM 1 32.740 METERS 06055 | EB2570| EB3511 PHILADELPHUS AZ MK 1672741.2 | EB2570| EB2613 PEMBROKE MUNICIPAL TANK APPROX. 9.0 KM 1942104.9 | EB2570| EB3513 PHILADELPHUS RM 2 35.966 METERS 32201 | EB2570| EB2572 RED SPRINGS ROBBINS MILLS TANK APPROX. 6.1 KM 3324152.8 | EB2570| EB2571 RED SPRINGS MUNICIPAL TANK APPROX. 6.3 KM 3492527.9 | EB2570|---------------------------------------------------------------------| EB2570 EB2570 SUPERSEDED SURVEY CONTROL EB2570 EB2570 NAD 27 - 34 45 30.74100(N) 079 10 15.62700(W) AD( ) 1 EB2570 NGVD 29 (04/22/91) 57.27 (m) 187.9 (f) LEVELING 3 EB2570 EB2570.Superseded values are not recommended for survey control. EB2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2570.See file dsdata.txt to determine how the superseded data were derived. EB2570 EB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6741947808(NAD 83) EB2570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2570+STABILITY: SURFACE MOTION EB2570 EB2570 HISTORY - Date Condition Report By EB2570 HISTORY - 1949 MONUMENTED CGS EB2570 HISTORY - 1971 GOOD NGS EB2570 HISTORY - 1977 GOOD NCGS EB2570 HISTORY - 19970426 GOOD USPSQD EB2570 EB2570 STATION DESCRIPTION EB2570 EB2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2570'STATION IS LOCATED IN THE SCHOOL YARD OF THE PHILADELPHUS HIGH EB2570'SCHOOL IN THE VILLAGE OF PHILADELPHUS. IT IS 164 FEET SOUTH OF EB2570'THE SOUTH END OF THE SCHOOL BUILDING, 47 FEET NORTHEAST OF EB2570'CENTER OF A PAVED STREET AND 21 FEET NORTHEAST OF A WHITE EB2570'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EB2570'STAMPED PHILADELPHUS 1949. EB2570' EB2570'REFERENCE MARK NO. 1 IS 131 FEET SOUTH OF THE SOUTHEAST CORNER EB2570'OF SCHOOL AND 23 FEET WEST OF CENTER OF A DIRT LANE. THE MARK EB2570'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PHILADELPHUS EB2570'NO 1 1949. EB2570' EB2570'REFERENCE MARK NO. 2 IS 90 FEET NORTHEAST OF CENTER OF PAVED EB2570'STREET AND 60 FEET SOUTH OF THE SOUTHWEST CORNER OF EB2570'SCHOOL. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EB2570'STAMPED PHILADELPHUS NO 2 1949. EB2570' EB2570'AZIMUTH MARK IS 22 FEET NORTHEAST OF CENTER OF DIRT ROAD AND 2 EB2570'FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH EB2570'THE GROUND AND THE DISK IS STAMPED PHILADELPHUS 1949. EB2570' EB2570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED EB2570'ROAD FOR ABOUT 200 YARDS TO A CROSSROAD, TURN RIGHT AND GO EB2570'SOUTHEAST ON A DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON EB2570'LEFT AS DESCRIBED. EB2570' EB2570'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EB2570 EB2570 STATION RECOVERY (1971) EB2570 EB2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) EB2570'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND EB2570'FOUND TO BE IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT EB2570'RECOVERED AND IT APPEARS THAT MARK WAS DESTROYED WHEN DIRT ROAD EB2570'WAS WIDENED AND HARD SURFACED. THE DISTANCE GIVEN FROM EB2570'CENTERLINE OF ROAD NOW IS IN DITCHLINE. THERE ARE NO VISIBLE EB2570'OBJECTS OR STATIONS AVAILABLE FROM WHICH TO ESTABLISH A NEW EB2570'AZIMUTH MARK. THE ORIGINAL STATION DESCRIPTION IS ADEQUATE EB2570'EXCEPT THE SCHOOL BUILDING IS NO LONGER IN USE. EB2570' EB2570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2570'AT PHILADELPHUS. EB2570 EB2570 STATION RECOVERY (1977) EB2570 EB2570'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2570'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED ON GOOD CONDITION EB2570'AS DESCRIBED. EB2570' EB2570'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND PROBABLY DESTROYED EB2570'BY ROAD WORK. ASIDE FROM REFERENCES TO THE OLD SCHOOL NO LONGER USED EB2570'AS SUCH, A NEW DESCRIPTION FOLLOWS. EB2570' EB2570'THE STATION IS LOCATED 4 MILES SOUTH ALONG NC 72 FROM RED SPRINGS, AT EB2570'OLD PHILADELPHUS SCHOOL SIGHT, APPROXIMATELY 300 FEET NORTHWEST OF EB2570'INTERSECTION OF NC 72 WITH SR 1318 AND ABOUT 200 FEET SOUTHEAST OF EB2570'Y JUNCTION OF SR 1318 AND SR 1346. EB2570' EB2570'STATION MARK IS A STANDARD DISK STAMPED---PHILADELPHUS 1949---SET IN EB2570'A SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. EB2570'THE MARK IS 45.6 FEET NORTHEAST OF CENTERLINE OF SR 1318, 55.8 FEET EB2570'SOUTHEAST OF A 24 INCH CHESTNUT WITH REFERENCE TAG, 74.6 FEET EB2570'SOUTHWEST OF A 20 INCH CHESTNUT WITH REFERENCE TAG AND 166.9 FEET EB2570'SOUTH OF SOUTHWEST CORNER OF OLD SCHOOL. EB2570' EB2570'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---NO 1 1949---SET IN TOP EB2570'OF A SQUARE CONCRETE MONUMENT, WHICH IS 1 INCH BELOW GROUND SURFACE. EB2570'THE MARK IS 139.6 FEET NORTHEAST OF CENTERLINE OF SR 1318 AND 36.8 EB2570'FEET SOUTH-SOUTHWEST OF A 24 INCH OAK WITH REFERENCE TAG. EB2570' EB2570'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---NO 2 1949---SET IN TOP EB2570'OF A SQUARE CONCRETE MONUMENT, WHICH IS 1 INCH ABOVE GROUND SURFACE. EB2570'THE MARK IS 87 FEET NORTHEAST OF CENTERLINE OF SR 1318 AND 42.6 FEET EB2570'SOUTHWEST OF A 36 INCH OAK WITH REFERENCE TAG. EB2570 EB2570 STATION RECOVERY (1997) EB2570 EB2570'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2570'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2585 *********************************************************************** EB2585 DESIGNATION - PINE EB2585 PID - EB2585 EB2585 STATE/COUNTY- NC/ROBESON EB2585 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2585 EB2585 *CURRENT SURVEY CONTROL EB2585 ___________________________________________________________________ EB2585* NAD 83(1986)- 34 39 01.45677(N) 079 00 00.41245(W) ADJUSTED EB2585* NAVD 88 - 40.2 (meters) 132. (feet) VERTCON EB2585 ___________________________________________________________________ EB2585 LAPLACE CORR- -5.39 (seconds) DEFLEC99 EB2585 GEOID HEIGHT- -33.92 (meters) GEOID03 EB2585 EB2585 HORZ ORDER - SECOND EB2585 EB2585.The North Carolina HARNS have been completed but, EB2585.due to contractual restrictions, coordinates for these stations EB2585.will NOT be published in the near future. In the interim, the EB2585.published coordinates in North Carolina will not be EB2585.consistent with the Continuously Operating Reference Stations EB2585.(CORS). The HARN coordinates for these stations are available EB2585.upon request. Contact Gary Thompson(919-733-3836). EB2585. EB2585.In addition, the published North Carolina positions EB2585.(NAD 83 (1986)) are NOT consistent with those determined in EB2585.adjacent state readjustments. The discontinuity between stations EB2585.located in North Carolina and those in adjacent states EB2585.which have been adjusted to the HARN may be as much as 5 EB2585.decimeters. This will result in a significant loss of accuracy EB2585.over lines crossing such state borders. EB2585 EB2585 EB2585.The horizontal coordinates were established by classical geodetic methods EB2585.and adjusted by the National Geodetic Survey in July 1986. EB2585 EB2585.The NAVD 88 height was computed by applying the VERTCON shift value to EB2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2585 EB2585.The Laplace correction was computed from DEFLEC99 derived deflections. EB2585 EB2585.The geoid height was determined by GEOID03. EB2585 EB2585; North East Units Scale Factor Converg. EB2585;SPC NC - 99,883.260 609,590.718 MT 0.99992728 -0 00 00.2 EB2585;SPC NC - 327,700.33 1,999,965.55 sFT 0.99992728 -0 00 00.2 EB2585;UTM 17 - 3,836,094.467 683,278.879 MT 1.00001404 +1 08 14.6 EB2585 EB2585! - Elev Factor x Scale Factor = Combined Factor EB2585!SPC NC - 0.99999901 x 0.99992728 = 0.99992630 EB2585!UTM 17 - 0.99999901 x 1.00001404 = 1.00001305 EB2585 EB2585: Primary Azimuth Mark Grid Az EB2585:SPC NC - LINN 134 15 33.7 EB2585:UTM 17 - LINN 133 07 18.9 EB2585 EB2585|---------------------------------------------------------------------| EB2585| PID Reference Object Distance Geod. Az | EB2585| dddmmss.s | EB2585| EB2520 LINN APPROX. 1.0 KM 1341533.5 | EB2585|---------------------------------------------------------------------| EB2585 EB2585 SUPERSEDED SURVEY CONTROL EB2585 EB2585 NAD 27 - 34 39 00.86724(N) 079 00 01.29295(W) AD( ) 2 EB2585 NGVD 29 (07/19/86) 40.5 (m) 133. (f) VERT ANG EB2585 EB2585.Superseded values are not recommended for survey control. EB2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2585.See file dsdata.txt to determine how the superseded data were derived. EB2585 EB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8327936094(NAD 83) EB2585_MARKER: DE = TRAVERSE STATION DISK EB2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2585_STAMPING: PINE 1965 EB2585_MARK LOGO: NCGS EB2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2585+STABILITY: SURFACE MOTION EB2585 EB2585 HISTORY - Date Condition Report By EB2585 HISTORY - 1965 MONUMENTED NCGS EB2585 HISTORY - 1971 MARK NOT FOUND USGS EB2585 EB2585 STATION DESCRIPTION EB2585 EB2585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2585'PINE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2585'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2585' EB2585'PINE IS 2.2 MILES N OF LUMBERTON. LOCATED 0.9 MILES S EB2585'ALONG U.S. 301 BUS. FROM Y INTERSECTION OF SR 1005 AND EB2585'U.S. 301 BUS. 0.9 MILES NORTH OF INTERSECTION OF NC 211 EB2585'BYPASS AND U.S. 301 BUS. 0.3 MILES N OF HIGH SCHOOL. AND ON EB2585'W SHOULDER OF U.S. 301 BUS. EB2585' EB2585'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2585'PINE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2585'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2585' EB2585'MARK IS EB2585' EB2585'16.6 FT W OF C/L OF U.S. 301 EB2585' EB2585'71.1 FT W OF PP 21 WITH ALUMINUM REF. TAG EB2585' EB2585'19.6 FT NE OF TP 21-1 WITH ALUMINUM REF. TAG EB2585' EB2585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2585 EB2585 STATION RECOVERY (1971) EB2585 EB2585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2585'STATION WAS SEARCHED FOR AND NOT FOUND, PROBABLY DESTROYED BY EB2585'ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3947 *********************************************************************** EB3947 DESIGNATION - PINEY EB3947 PID - EB3947 EB3947 STATE/COUNTY- NC/ROBESON EB3947 USGS QUAD - JOHNS (1971) EB3947 EB3947 *CURRENT SURVEY CONTROL EB3947 ___________________________________________________________________ EB3947* NAD 83(1986)- 34 37 52.06609(N) 079 25 29.60460(W) ADJUSTED EB3947* NAVD 88 - 43.0 (meters) 141. (feet) VERTCON EB3947 ___________________________________________________________________ EB3947 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3947 GEOID HEIGHT- -32.55 (meters) GEOID03 EB3947 EB3947 HORZ ORDER - SECOND EB3947 EB3947.The North Carolina HARNS have been completed but, EB3947.due to contractual restrictions, coordinates for these stations EB3947.will NOT be published in the near future. In the interim, the EB3947.published coordinates in North Carolina will not be EB3947.consistent with the Continuously Operating Reference Stations EB3947.(CORS). The HARN coordinates for these stations are available EB3947.upon request. Contact Gary Thompson(919-733-3836). EB3947. EB3947.In addition, the published North Carolina positions EB3947.(NAD 83 (1986)) are NOT consistent with those determined in EB3947.adjacent state readjustments. The discontinuity between stations EB3947.located in North Carolina and those in adjacent states EB3947.which have been adjusted to the HARN may be as much as 5 EB3947.decimeters. This will result in a significant loss of accuracy EB3947.over lines crossing such state borders. EB3947 EB3947 EB3947.The horizontal coordinates were established by classical geodetic methods EB3947.and adjusted by the National Geodetic Survey in April 1991. EB3947 EB3947.The NAVD 88 height was computed by applying the VERTCON shift value to EB3947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3947 EB3947.The Laplace correction was computed from DEFLEC99 derived deflections. EB3947 EB3947.The geoid height was determined by GEOID03. EB3947 EB3947; North East Units Scale Factor Converg. EB3947;SPC NC - 97,828.510 570,643.330 MT 0.99993084 -0 14 42.8 EB3947;SPC NC - 320,959.04 1,872,185.66 sFT 0.99993084 -0 14 42.8 EB3947;SPC SC - 311,375.903 754,016.113 MT 0.99993441 +0 52 23.7 EB3947;SPC SC - 1,021,574.48 2,473,806.15 iFT 0.99993441 +0 52 23.7 EB3947;UTM 17 - 3,833,265.946 644,379.899 MT 0.99985694 +0 53 43.0 EB3947 EB3947! - Elev Factor x Scale Factor = Combined Factor EB3947!SPC NC - 0.99999836 x 0.99993084 = 0.99992920 EB3947!SPC SC - 0.99999836 x 0.99993441 = 0.99993277 EB3947!UTM 17 - 0.99999836 x 0.99985694 = 0.99985530 EB3947 EB3947 SUPERSEDED SURVEY CONTROL EB3947 EB3947 NGVD 29 (04/22/91) 43.3 (m) 142. (f) VERT ANG EB3947 EB3947.Superseded values are not recommended for survey control. EB3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3947.See file dsdata.txt to determine how the superseded data were derived. EB3947 EB3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4438033266(NAD 83) EB3947_MARKER: DE = TRAVERSE STATION DISK EB3947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3947_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3947_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3947+STABILITY: SURFACE MOTION EB3947 EB3947 HISTORY - Date Condition Report By EB3947 HISTORY - 1977 MONUMENTED NCGS EB3947 EB3947 STATION DESCRIPTION EB3947 EB3947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3947'THE STATION IS LOCATED APPROXIMATELY 8.4 MILES SOUTH-SOUTHWEST OF EB3947'MAXTON AND 8.8 MILES NORTHWEST OF PLAINVIEW. EB3947' EB3947'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 FOR 2.95 MILES EB3947'TO STATION ON LEFT IN SHOULDER APPROXIMATELY 350 FEET SOUTH OF DRIVE EB3947'TO PINEY GROVE METHODIST CHURCH AND 0.65 MILE NORTHEAST OF SR 1101 EB3947'CROSSROAD. EB3947' EB3947'STATION MARK IS A STANDARD DISK STAMPED---PINEY 1977---SET IN THE EB3947'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB3947'SURFACE. THE MARK IS 38.8 FEET SOUTHEAST OF CENTERLINE OF NC 83, 70.3 EB3947'FEET NORTHEAST OF EAST END OF NORTHERNMOST CULVERT FOR CREEK, 29.7 EB3947'FEET SOUTHWEST OF A 12 INCH PINE WITH REFERENCE TAG AND 75.6 FEET EB3947'SOUTHEAST OF SOUTH END OF DRIVEWAY CULVERT TO BRICK RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3948 *********************************************************************** EB3948 DESIGNATION - PITT EB3948 PID - EB3948 EB3948 STATE/COUNTY- NC/ROBESON EB3948 USGS QUAD - FAIR BLUFF (1982) EB3948 EB3948 *CURRENT SURVEY CONTROL EB3948 ___________________________________________________________________ EB3948* NAD 83(1986)- 34 22 27.68686(N) 079 06 36.86498(W) ADJUSTED EB3948* NAVD 88 - 32.7 (meters) 107. (feet) VERTCON EB3948 ___________________________________________________________________ EB3948 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EB3948 GEOID HEIGHT- -33.59 (meters) GEOID03 EB3948 EB3948 HORZ ORDER - SECOND EB3948 EB3948.The North Carolina HARNS have been completed but, EB3948.due to contractual restrictions, coordinates for these stations EB3948.will NOT be published in the near future. In the interim, the EB3948.published coordinates in North Carolina will not be EB3948.consistent with the Continuously Operating Reference Stations EB3948.(CORS). The HARN coordinates for these stations are available EB3948.upon request. Contact Gary Thompson(919-733-3836). EB3948. EB3948.In addition, the published North Carolina positions EB3948.(NAD 83 (1986)) are NOT consistent with those determined in EB3948.adjacent state readjustments. The discontinuity between stations EB3948.located in North Carolina and those in adjacent states EB3948.which have been adjusted to the HARN may be as much as 5 EB3948.decimeters. This will result in a significant loss of accuracy EB3948.over lines crossing such state borders. EB3948 EB3948 EB3948.The horizontal coordinates were established by classical geodetic methods EB3948.and adjusted by the National Geodetic Survey in April 1991. EB3948 EB3948.The NAVD 88 height was computed by applying the VERTCON shift value to EB3948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3948 EB3948.The Laplace correction was computed from DEFLEC99 derived deflections. EB3948 EB3948.The geoid height was determined by GEOID03. EB3948 EB3948; North East Units Scale Factor Converg. EB3948;SPC NC - 69,267.854 599,461.705 MT 0.99998889 -0 03 49.1 EB3948;SPC NC - 227,256.28 1,966,733.94 sFT 0.99998889 -0 03 49.1 EB3948;UTM 17 - 3,805,283.451 673,757.445 MT 0.99997216 +1 04 02.0 EB3948 EB3948! - Elev Factor x Scale Factor = Combined Factor EB3948!SPC NC - 1.00000014 x 0.99998889 = 0.99998903 EB3948!UTM 17 - 1.00000014 x 0.99997216 = 0.99997230 EB3948 EB3948 SUPERSEDED SURVEY CONTROL EB3948 EB3948 NGVD 29 (04/22/91) 33.0 (m) 108. (f) VERT ANG EB3948 EB3948.Superseded values are not recommended for survey control. EB3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3948.See file dsdata.txt to determine how the superseded data were derived. EB3948 EB3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7375705283(NAD 83) EB3948_MARKER: DE = TRAVERSE STATION DISK EB3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3948_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3948_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3948+STABILITY: SURFACE MOTION EB3948 EB3948 HISTORY - Date Condition Report By EB3948 HISTORY - 1977 MONUMENTED NCGS EB3948 EB3948 STATION DESCRIPTION EB3948 EB3948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3948'THE STATION IS LOCATED APPROXIMATELY 0.7 MILES NORTHEAST OF MARIETTA EB3948'AND 8.4 MILES SOUTH OF FAIRMONT. EB3948' EB3948'TO REACH STATION FROM SOUTHMOST JUNCTION OF NC 41 WITH NC 904 SOUTH EB3948'OF FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 1.9 MILE TO STATION EB3948'ON RIGHT IN SHOULDER OPPOSITE PITTMANS RED BLOCK RESIDENCE ON EB3948'PROLONGATION WITH THE SOUTHEAST SIDE OF AN OLD PACK BARN ACROSS EB3948'HIGHWAY AND 0.4 MILE SOUTHEAST OF SR 2258 CROSSROAD. EB3948' EB3948'STATION MARK IS A STANDARD DISK STAMPED---PITT 1977---SET IN THE TOP EB3948'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB3948'THE MARK IS 15.8 FEET SOUTHWEST OF CENTERLINE OF NC 904, 66.5 FEET EB3948'NORTHWEST OF LARGEST OF TWO TELEPHONE PEDESTALS, 77.0 FEET WEST OF EB3948'A 24 INCH PINE WITH REFERENCE TAG, 138.0 FEET SOUTHEAST OF A 14 INCH EB3948'TWIN TRUNK CHINA BERRY TREE WITH REFERENCE TAG AND 121.3 FEET WEST OF EB3948'WEST CORNER OF PITTMANS RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2694 *********************************************************************** EB2694 DESIGNATION - PITTMAN EB2694 PID - EB2694 EB2694 STATE/COUNTY- NC/ROBESON EB2694 USGS QUAD - GADDYSVILLE (1962) EB2694 EB2694 *CURRENT SURVEY CONTROL EB2694 ___________________________________________________________________ EB2694* NAD 83(1986)- 34 29 13.64932(N) 079 09 10.60788(W) ADJUSTED EB2694* NAVD 88 - 43.04 (+/-2cm) 141.2 (feet) VERTCON EB2694 ___________________________________________________________________ EB2694 LAPLACE CORR- -4.87 (seconds) DEFLEC99 EB2694 GEOID HEIGHT- -33.47 (meters) GEOID03 EB2694 EB2694 HORZ ORDER - FIRST EB2694 VERT ORDER - THIRD ? (See Below) EB2694 EB2694.The North Carolina HARNS have been completed but, EB2694.due to contractual restrictions, coordinates for these stations EB2694.will NOT be published in the near future. In the interim, the EB2694.published coordinates in North Carolina will not be EB2694.consistent with the Continuously Operating Reference Stations EB2694.(CORS). The HARN coordinates for these stations are available EB2694.upon request. Contact Gary Thompson(919-733-3836). EB2694. EB2694.In addition, the published North Carolina positions EB2694.(NAD 83 (1986)) are NOT consistent with those determined in EB2694.adjacent state readjustments. The discontinuity between stations EB2694.located in North Carolina and those in adjacent states EB2694.which have been adjusted to the HARN may be as much as 5 EB2694.decimeters. This will result in a significant loss of accuracy EB2694.over lines crossing such state borders. EB2694 EB2694 EB2694.The horizontal coordinates were established by classical geodetic methods EB2694.and adjusted by the National Geodetic Survey in July 1986. EB2694 EB2694.The NAVD 88 height was computed by applying the VERTCON shift value to EB2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2694.The vertical order pertains to the NGVD 29 superseded value. EB2694 EB2694.The Laplace correction was computed from DEFLEC99 derived deflections. EB2694 EB2694.The geoid height was determined by GEOID03. EB2694 EB2694; North East Units Scale Factor Converg. EB2694;SPC NC - 81,782.032 595,552.999 MT 0.99996096 -0 05 17.8 EB2694;SPC NC - 268,313.22 1,953,910.13 sFT 0.99996096 -0 05 17.8 EB2694;UTM 17 - 3,817,717.782 669,602.186 MT 0.99995456 +1 02 45.9 EB2694 EB2694! - Elev Factor x Scale Factor = Combined Factor EB2694!SPC NC - 0.99999850 x 0.99996096 = 0.99995946 EB2694!UTM 17 - 0.99999850 x 0.99995456 = 0.99995306 EB2694 EB2694: Primary Azimuth Mark Grid Az EB2694:SPC NC - CLAYBANK 147 58 02.9 EB2694:UTM 17 - CLAYBANK 146 49 59.2 EB2694 EB2694|---------------------------------------------------------------------| EB2694| PID Reference Object Distance Geod. Az | EB2694| dddmmss.s | EB2694| EB2693 WASH 172.101 METERS 04810 | EB2694| EB2644 FAIRMONT MUNICIPAL TANK APPROX. 4.1 KM 0740331.0 | EB2694| EB3519 PITTMAN RM 1 09147 | EB2694| EB2641 CLAYBANK APPROX. 7.0 KM 1475245.1 | EB2694| EB3520 PITTMAN RM 2 54.639 METERS 16134 | EB2694| EB3521 PITTMAN RM 3 AZIMUTH 2231521.1 | EB2694| EB3890 LEGGETT 260.087 METERS 22347 | EB2694| EB2621 ROWLAND MUNICIPAL TANK APPROX.14.3 KM 2952101.4 | EB2694|---------------------------------------------------------------------| EB2694 EB2694 SUPERSEDED SURVEY CONTROL EB2694 EB2694 NAD 27 - 34 29 13.05900(N) 079 09 11.47600(W) AD( ) 1 EB2694 NGVD 29 (07/19/86) 43.34 (m) 142.2 (f) LEVELING 3 EB2694 EB2694.Superseded values are not recommended for survey control. EB2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2694.See file dsdata.txt to determine how the superseded data were derived. EB2694 EB2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6960217718(NAD 83) EB2694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2694_STAMPING: PITTMAN 1933 EB2694_MARK LOGO: CGS EB2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2694+STABILITY: SURFACE MOTION EB2694 EB2694 HISTORY - Date Condition Report By EB2694 HISTORY - 1933 MONUMENTED CGS EB2694 HISTORY - 1966 GOOD NCGS EB2694 HISTORY - 1977 GOOD NCGS EB2694 EB2694 STATION DESCRIPTION EB2694 EB2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2694'ABOUT 2.5 MILES SOUTHWEST OF FAIRMONT AND 8.5 MILES SOUTHEAST EB2694'OF ROWLAND, ON PROPERTY LINE OF MRS. R.L. PITTMAN AND EB2694'MRS. R.A. PITTMAN. TO REACH FROM FAIRMONT, GO SOUTHWEST EB2694'3 MILES ON NORTH CAROLINA ROUTE 71 DIRECT TO STATION SITE. AND EB2694'TO REACH FROM ROWLAND, GO SOUTHEAST 10.4 MILES ON NORTH CAROLINA EB2694'ROUTE 71 DIRECT TO STATION SITE. STATION IS AT HIGHEST POINT EB2694'OF CULTIVATED FIELD ACROSS HIGHWAY FROM RESIDENCE OF LEO EB2694'T. BULLOCK, 67 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, AND EB2694'40 FEET SOUTHWEST OF CENTER LINE OF SIDE ROAD JUST SOUTHWEST EB2694'OF MR. BULLOCKS SERVICE STATION. SURFACE AND UNDERGROUND EB2694'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. EB2694'UPPER MARK PROJECTS 5 INCHES. REFERENCE MARKS EB2694'ARE STANDARD REFERENCE DISKS IN CONCRETE. EB2694'REFERENCE MARK NO. 1 IS ON EB2694'MR. BULLOCKS PROPERTY, 30 FEET SOUTHEAST OF CENTER EB2694'LINE OF HIGHWAY, 10 FEET NORTHEAST OF DRIVE INTO BULLOCKS EB2694'YARD, AND 127.22 FEET (SLOPE) FROM STATION,BEARING S 88 DEG EB2694'13 MIN E. EB2694'REFERENCE MARK NO. 2 IS ABOUT 100 FEET SOUTHWEST OF THE SOUTHWEST EB2694'SIDE OF BULLOCKS HOUSE, 155 FEET ALONG LANE SOUTH OF CENTER EB2694'LINE OF HIGHWAY, 5 FEET EAST OF CENTER LINE OF LANE, 1 EB2694'FOOT WEST OF FENCE, AND 179.26 FEET FROM STATION, BEARING S 18 DEG EB2694'26 MIN E. EB2694'REFERENCE MARK NO. 3 IS ON LAND OWNED BY MRS. R.A. PITTMAN, EB2694'ABOUT 75 YARDS WEST OF W.H. NYES RESIDENCE, 45 EB2694'YARDS SOUTHWEST OF TOBACCO BARN, 40 FEET SOUTHEAST OF EB2694'CENTER LINE OF HIGHWAY, 14 FEET SOUTH OF CENTER LINE OF SIDE EB2694'ROAD, AND APPROXIMATELY 0.15 MILE FROM STATION, BEARING S 43 DEG EB2694'15 MIN W. EB2694 EB2694 STATION RECOVERY (1966) EB2694 EB2694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (JCD) EB2694'PITTMAN 1933 GOOD EB2694' EB2694'RM 1 DESTROYED EB2694' EB2694'RM 2 GOOD EB2694' EB2694'RM 3 DESTROYED BY ROAD CONSTRUCTION EB2694' EB2694'STATION IS APPROXIMATELY 100 FT NW OF CLOSED TWO STORY BLOCK EB2694'AND FRAME 66 STATION ACROSS ROAD FROM TWO STORY WHITE HOUSE EB2694'WITH GREEN SHINGLES. 0.55 MILES SE OF SR 2445 ON TOP OF BANK EB2694'AT INTERSECTION OF DRIVE FROM SOUTHWEST. EB2694 EB2694 STATION RECOVERY (1977) EB2694 EB2694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2694'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD EB2694'CONDITION. EB2694'LEGGETT 1977 NCGS WILL NOW SERVE AS AN AZIMUTH. EB2694' EB2694'STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST-SOUTHWEST OF FAIRMONT EB2694'AND 8.5 MILES EAST-SOUTHEAST OF ROWLAND. EB2694' EB2694'TO REACH STATION FROM THE INTERSECTION OF NC 130 WITH NC 41 IN EB2694'FAIRMONT, PROCEED WEST NC 130 BUSINESS FOR 2.8 MILES TO THE STATION EB2694'ON RIGHT AND 0.1 MILE NORTHEAST OF THE MERGER OF NC 130 BUSINESS WITH EB2694'NC 130 BYPASS. EB2694' EB2694'THE STATION MARK IS A STANDARD DISK STAMPED---PITTMAN 1933---SET IN EB2694'A SQUARE CONCRETE MONUMENT, WHICH IS 10 INCHES ABOVE THE GROUND EB2694'SURFACE. THE MARK IS 66.3 FEET NORTHWEST OF CENTERLINE OF NC 130, 2.0 EB2694'FEET SOUTHEAST OF A WHITE WITNESS POST, 23.3 FEET NOTHWEST OF A POWER EB2694'POLE WITH TRANSFORMER AND WITH REFERENCE TAG AND 85.7 FEET NORTHEAST EB2694'OF AN 8 INCH PINE WITH A REFERENCE TAG. EB2694' EB2694'REFERENCE MARK 2 IS A STD DISK STAMPED---PITTMAN NO 2 1933---SET EB2694'IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 2 INCHES ABOVE EB2694'THE GROUND SURFACE. THE MARK IS 94.1 FEET SOUTHEAST OF CENTERLINE OF EB2694'NC 130, 89.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RESIDENCE AND EB2694'36.4 FEET SOUTH-SOUTHWEST OF A 36 INCH PECAN. EB2694' EB2694'LEGGETT NCGS IS LOCATED ON SOUTH SIDE OF JUNCTION OF NC 130 BUSINESS EB2694'AND BYPASS IN WEST CORNER OF BRACY LEGGETT YARD. EB2694' EB2694'STATION MARK IS A STANDARD DISK STAMPED---LEGGETT 1977---SET IN TOP EB2694'OF A ROUND CONCRETE MONUMENT, WHICH IS 12 INCHES BELOW THE GROUND EB2694'SURFACE. THE MARK IS 73.4 FEET SOUTHEAST OF CENTERLINE OF NC 130, 18.5 EB2694'FEET WEST-SOUTHWEST OF CENTERLINE OF LEGGETTS DRIVEWAY, 87.3 FEET EB2694'WEST-NORTHWEST OF NORTHWEST CORNER OF LEGGETTS FRONT PORCH AND 50.2 EB2694'FEET SOUTHEAST OF LARGER OF TWO TELEPHONE PEDESTALS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3949 *********************************************************************** EB3949 DESIGNATION - PLACE EB3949 PID - EB3949 EB3949 STATE/COUNTY- NC/ROBESON EB3949 USGS QUAD - GADDYSVILLE (1962) EB3949 EB3949 *CURRENT SURVEY CONTROL EB3949 ___________________________________________________________________ EB3949* NAD 83(1986)- 34 28 30.59952(N) 079 14 07.08658(W) ADJUSTED EB3949* NAVD 88 - 41.4 (meters) 136. (feet) VERTCON EB3949 ___________________________________________________________________ EB3949 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EB3949 GEOID HEIGHT- -33.23 (meters) GEOID03 EB3949 EB3949 HORZ ORDER - SECOND EB3949 EB3949.The North Carolina HARNS have been completed but, EB3949.due to contractual restrictions, coordinates for these stations EB3949.will NOT be published in the near future. In the interim, the EB3949.published coordinates in North Carolina will not be EB3949.consistent with the Continuously Operating Reference Stations EB3949.(CORS). The HARN coordinates for these stations are available EB3949.upon request. Contact Gary Thompson(919-733-3836). EB3949. EB3949.In addition, the published North Carolina positions EB3949.(NAD 83 (1986)) are NOT consistent with those determined in EB3949.adjacent state readjustments. The discontinuity between stations EB3949.located in North Carolina and those in adjacent states EB3949.which have been adjusted to the HARN may be as much as 5 EB3949.decimeters. This will result in a significant loss of accuracy EB3949.over lines crossing such state borders. EB3949 EB3949 EB3949.The horizontal coordinates were established by classical geodetic methods EB3949.and adjusted by the National Geodetic Survey in April 1991. EB3949 EB3949.The NAVD 88 height was computed by applying the VERTCON shift value to EB3949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3949 EB3949.The Laplace correction was computed from DEFLEC99 derived deflections. EB3949 EB3949.The geoid height was determined by GEOID03. EB3949 EB3949; North East Units Scale Factor Converg. EB3949;SPC NC - 80,470.333 587,985.503 MT 0.99996374 -0 08 08.9 EB3949;SPC NC - 264,009.75 1,929,082.44 sFT 0.99996374 -0 08 08.9 EB3949;SPC SC - 294,359.459 771,692.569 MT 0.99989240 +0 58 42.1 EB3949;SPC SC - 965,746.26 2,531,799.77 iFT 0.99989240 +0 58 42.1 EB3949;UTM 17 - 3,816,256.522 662,062.324 MT 0.99992374 +0 59 56.8 EB3949 EB3949! - Elev Factor x Scale Factor = Combined Factor EB3949!SPC NC - 0.99999871 x 0.99996374 = 0.99996245 EB3949!SPC SC - 0.99999871 x 0.99989240 = 0.99989111 EB3949!UTM 17 - 0.99999871 x 0.99992374 = 0.99992245 EB3949 EB3949 SUPERSEDED SURVEY CONTROL EB3949 EB3949 NGVD 29 (04/22/91) 41.7 (m) 137. (f) VERT ANG EB3949 EB3949.Superseded values are not recommended for survey control. EB3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3949.See file dsdata.txt to determine how the superseded data were derived. EB3949 EB3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6206216257(NAD 83) EB3949_MARKER: DE = TRAVERSE STATION DISK EB3949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3949_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3949_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3949+STABILITY: SURFACE MOTION EB3949 EB3949 HISTORY - Date Condition Report By EB3949 HISTORY - 1977 MONUMENTED NCGS EB3949 EB3949 STATION DESCRIPTION EB3949 EB3949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3949'THE STATION IS LOCATED APPROXIMATELY 7.0 MILES WEST-SOUTHWEST OF EB3949'FAIRMONT AND 1.9 MILES NORTH-NORTHWEST OF GRADDYSVILLE. EB3949' EB3949'TO REACH STATION FROM INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3949'PROCEED WEST ALONG NC 130 FOR 2.0 MILES TO HAMMOND CROSSROADS AND EB3949'STATION IN SOUTH SHOULDER OF SR 2489 ON SOUTH SIDE OF TRIANGULAR EB3949'JUNCTION. EB3949' EB3949'STATION MARK IS A STANDARD DISK STAMPED---PLACE 1977---SET IN THE TOP EB3949'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3949'THE MARK IS 128.6 FEET SOUTHWEST OF CENTERLINE OF NC 130, 20.9 FEET EB3949'SOUTH-SOUTHEAST OF CENTERLINE OF SR 2489, 111.7 FEET EAST OF EB3949'CENTERLINE OF SR 2481, 111.5 FEET SOUTHEAST OF SERVICE POLE WITH LIGHT EB3949'AND REFERENCE TAG, 52.1 FEET SOUTHWEST OF WEST END OF TRAFFIC ISLAND EB3949'IN SR 2489 AND 88.8 FEET EAST OF NORTH END OF TRAFFIC ISLAND IN EB3949'SR 2481. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2602 *********************************************************************** EB2602 DESIGNATION - PLANE EB2602 PID - EB2602 EB2602 STATE/COUNTY- NC/ROBESON EB2602 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2602 EB2602 *CURRENT SURVEY CONTROL EB2602 ___________________________________________________________________ EB2602* NAD 83(1986)- 34 36 23.21471(N) 079 02 53.76089(W) ADJUSTED EB2602* NAVD 88 - 36.7 (meters) 120. (feet) VERTCON EB2602 ___________________________________________________________________ EB2602 LAPLACE CORR- -5.60 (seconds) DEFLEC99 EB2602 GEOID HEIGHT- -33.80 (meters) GEOID03 EB2602 EB2602 HORZ ORDER - SECOND EB2602 EB2602.The North Carolina HARNS have been completed but, EB2602.due to contractual restrictions, coordinates for these stations EB2602.will NOT be published in the near future. In the interim, the EB2602.published coordinates in North Carolina will not be EB2602.consistent with the Continuously Operating Reference Stations EB2602.(CORS). The HARN coordinates for these stations are available EB2602.upon request. Contact Gary Thompson(919-733-3836). EB2602. EB2602.In addition, the published North Carolina positions EB2602.(NAD 83 (1986)) are NOT consistent with those determined in EB2602.adjacent state readjustments. The discontinuity between stations EB2602.located in North Carolina and those in adjacent states EB2602.which have been adjusted to the HARN may be as much as 5 EB2602.decimeters. This will result in a significant loss of accuracy EB2602.over lines crossing such state borders. EB2602 EB2602 EB2602.The horizontal coordinates were established by classical geodetic methods EB2602.and adjusted by the National Geodetic Survey in July 1986. EB2602 EB2602.The NAVD 88 height was computed by applying the VERTCON shift value to EB2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2602 EB2602.The Laplace correction was computed from DEFLEC99 derived deflections. EB2602 EB2602.The geoid height was determined by GEOID03. EB2602 EB2602; North East Units Scale Factor Converg. EB2602;SPC NC - 95,008.451 605,174.315 MT 0.99993556 -0 01 40.3 EB2602;SPC NC - 311,706.89 1,985,476.07 sFT 0.99993556 -0 01 40.3 EB2602;UTM 17 - 3,831,132.619 678,959.764 MT 0.99999476 +1 06 31.5 EB2602 EB2602! - Elev Factor x Scale Factor = Combined Factor EB2602!SPC NC - 0.99999954 x 0.99993556 = 0.99993510 EB2602!UTM 17 - 0.99999954 x 0.99999476 = 0.99999430 EB2602 EB2602: Primary Azimuth Mark Grid Az EB2602:SPC NC - POINT 140 21 57.8 EB2602:UTM 17 - POINT 139 13 46.0 EB2602 EB2602|---------------------------------------------------------------------| EB2602| PID Reference Object Distance Geod. Az | EB2602| dddmmss.s | EB2602| EB2603 POINT APPROX. 1.5 KM 1402017.5 | EB2602|---------------------------------------------------------------------| EB2602 EB2602 SUPERSEDED SURVEY CONTROL EB2602 EB2602 NAD 27 - 34 36 22.62336(N) 079 02 54.63625(W) AD( ) 2 EB2602 NGVD 29 (07/19/86) 37.0 (m) 121. (f) VERT ANG EB2602 EB2602.Superseded values are not recommended for survey control. EB2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2602.See file dsdata.txt to determine how the superseded data were derived. EB2602 EB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7896031133(NAD 83) EB2602_MARKER: DE = TRAVERSE STATION DISK EB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2602+STABILITY: SURFACE MOTION EB2602 EB2602 HISTORY - Date Condition Report By EB2602 HISTORY - 1965 MONUMENTED NCGS EB2602 HISTORY - 1971 MARK NOT FOUND USGS EB2602 HISTORY - 19890606 MARK NOT FOUND NCGS EB2602 EB2602 STATION DESCRIPTION EB2602 EB2602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2602'PLANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2602'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2602' EB2602'PLANE IS 2.5 MILES SW OF LUMBERTON. TO REACH STATION FROM EB2602'INTERSECTION OF U.S. 74 AND NC 41, GO SOUTH 1.8 MILES ON NC 41 EB2602'TO SR 2501, TURN LEFT (WEST) ON SR 2501 AND GO 0.8 MILES TO EB2602'STATION AT THE INTERSECTION OF SR 2501 AND SR 2413 IN ISLAND EB2602'AT INTERSECTION. 1.0 MILE SE OF INTERSECTION OF U.S. 74 AND EB2602'SR 2501 AND E OF AIRPORT. EB2602' EB2602'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2602'PLANE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2602'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2602' EB2602'MARK IS EB2602' EB2602'27.3 FT S OF C/L OF SR 2413 EB2602' EB2602'3.0 FT NE OF STOP SIGN EB2602' EB2602'3.0 FT SW OF ROAD MARKER EB2602' EB2602'15.0 FT E OF C/L OF SR 2501 EB2602' EB2602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2602 EB2602 STATION RECOVERY (1971) EB2602 EB2602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2602'STATION WAS SEARCHED FOR AND NOT FOUND. TRAFFIC ISLAND HAS EB2602'BEEN DESTROYED. EB2602 EB2602 STATION RECOVERY (1989) EB2602 EB2602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2602'REFERENCES PLACE THE MARK IN A NEW WIDENED ASPHALT PAVEMENT. NCGS EB2602'STATION--STARLIGHT 1989--HAS BEEN ESTABLISHED NEARBY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2503 *********************************************************************** EB2503 DESIGNATION - PLANT EB2503 PID - EB2503 EB2503 STATE/COUNTY- NC/ROBESON EB2503 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2503 EB2503 *CURRENT SURVEY CONTROL EB2503 ___________________________________________________________________ EB2503* NAD 83(1986)- 34 35 39.27743(N) 078 58 45.46734(W) ADJUSTED EB2503* NAVD 88 - 44.9 (meters) 147. (feet) VERTCON EB2503 ___________________________________________________________________ EB2503 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB2503 GEOID HEIGHT- -34.04 (meters) GEOID03 EB2503 EB2503 HORZ ORDER - SECOND EB2503 EB2503.The North Carolina HARNS have been completed but, EB2503.due to contractual restrictions, coordinates for these stations EB2503.will NOT be published in the near future. In the interim, the EB2503.published coordinates in North Carolina will not be EB2503.consistent with the Continuously Operating Reference Stations EB2503.(CORS). The HARN coordinates for these stations are available EB2503.upon request. Contact Gary Thompson(919-733-3836). EB2503. EB2503.In addition, the published North Carolina positions EB2503.(NAD 83 (1986)) are NOT consistent with those determined in EB2503.adjacent state readjustments. The discontinuity between stations EB2503.located in North Carolina and those in adjacent states EB2503.which have been adjusted to the HARN may be as much as 5 EB2503.decimeters. This will result in a significant loss of accuracy EB2503.over lines crossing such state borders. EB2503 EB2503 EB2503.The horizontal coordinates were established by classical geodetic methods EB2503.and adjusted by the National Geodetic Survey in July 1986. EB2503 EB2503.The NAVD 88 height was computed by applying the VERTCON shift value to EB2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2503 EB2503.The Laplace correction was computed from DEFLEC99 derived deflections. EB2503 EB2503.The geoid height was determined by GEOID03. EB2503 EB2503; North East Units Scale Factor Converg. EB2503;SPC NC - 93,653.740 611,500.370 MT 0.99993796 +0 00 43.0 EB2503;SPC NC - 307,262.31 2,006,230.80 sFT 0.99993796 +0 00 43.0 EB2503;UTM 17 - 3,829,903.518 685,311.895 MT 1.00002329 +1 08 51.4 EB2503 EB2503! - Elev Factor x Scale Factor = Combined Factor EB2503!SPC NC - 0.99999829 x 0.99993796 = 0.99993625 EB2503!UTM 17 - 0.99999829 x 1.00002329 = 1.00002158 EB2503 EB2503: Primary Azimuth Mark Grid Az EB2503:SPC NC - OAK 227 07 35.2 EB2503:UTM 17 - OAK 225 59 26.8 EB2503 EB2503|---------------------------------------------------------------------| EB2503| PID Reference Object Distance Geod. Az | EB2503| dddmmss.s | EB2503| EB2502 OAK APPROX. 0.7 KM 2270818.2 | EB2503| EB2511 WILTON 493.182 METERS 3581510.0 | EB2503|---------------------------------------------------------------------| EB2503 EB2503 SUPERSEDED SURVEY CONTROL EB2503 EB2503 NAD 27 - 34 35 38.68306(N) 078 58 46.35102(W) AD( ) 2 EB2503 NGVD 29 (07/19/86) 45.2 (m) 148. (f) VERT ANG EB2503 EB2503.Superseded values are not recommended for survey control. EB2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2503.See file dsdata.txt to determine how the superseded data were derived. EB2503 EB2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8531229904(NAD 83) EB2503_MARKER: DE = TRAVERSE STATION DISK EB2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2503_STAMPING: PLANT 1965 EB2503_MARK LOGO: NCGS EB2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2503+STABILITY: SURFACE MOTION EB2503 EB2503 HISTORY - Date Condition Report By EB2503 HISTORY - 1965 MONUMENTED NCGS EB2503 HISTORY - 19970426 GOOD USPSQD EB2503 EB2503 STATION DESCRIPTION EB2503 EB2503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2503'PLANT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2503'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2503' EB2503'PLANT IS 2.5 MILES SE OF LUMBERTON. LOCATED 1.3 MILES S EB2503'ALONG U.S. 74 FROM INTERSECTION OF U.S. 74 AND NC 211 EB2503'BYPASS. 0.2 MILES NE OF LUMBER RIVER BRIDGE ON U.S. 74 ON EB2503'E SIDE OF U.S. 74 AND AT CURVE IN ROAD. EB2503' EB2503'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2503'PLANT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2503'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2503' EB2503'MARK IS EB2503' EB2503'75.7 FT SE OF C/L OF U.S. 74 EB2503' EB2503'28.0 FT SE OF PP 27 WITH ALUMINUM REF. TAG. EB2503' EB2503'19.0 FT SE OF TP 15 WITH ALUMINUM REF. TAG. EB2503' EB2503'28.3 FT SE OF TELEPHONE BOX EB2503' EB2503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2503 EB2503 STATION RECOVERY (1997) EB2503 EB2503'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2503'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3950 *********************************************************************** EB3950 DESIGNATION - PLOW EB3950 PID - EB3950 EB3950 STATE/COUNTY- NC/ROBESON EB3950 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3950 EB3950 *CURRENT SURVEY CONTROL EB3950 ___________________________________________________________________ EB3950* NAD 83(1986)- 34 42 38.07622(N) 079 05 07.94609(W) ADJUSTED EB3950* NAVD 88 - 48.093 (meters) 157.79 (feet) ADJUSTED EB3950 ___________________________________________________________________ EB3950 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EB3950 GEOID HEIGHT- -33.51 (meters) GEOID03 EB3950 DYNAMIC HT - 48.047 (meters) 157.63 (feet) COMP EB3950 MODELED GRAV- 979,684.4 (mgal) NAVD 88 EB3950 EB3950 HORZ ORDER - SECOND EB3950 VERT ORDER - SECOND CLASS II EB3950 EB3950.The North Carolina HARNS have been completed but, EB3950.due to contractual restrictions, coordinates for these stations EB3950.will NOT be published in the near future. In the interim, the EB3950.published coordinates in North Carolina will not be EB3950.consistent with the Continuously Operating Reference Stations EB3950.(CORS). The HARN coordinates for these stations are available EB3950.upon request. Contact Gary Thompson(919-733-3836). EB3950. EB3950.In addition, the published North Carolina positions EB3950.(NAD 83 (1986)) are NOT consistent with those determined in EB3950.adjacent state readjustments. The discontinuity between stations EB3950.located in North Carolina and those in adjacent states EB3950.which have been adjusted to the HARN may be as much as 5 EB3950.decimeters. This will result in a significant loss of accuracy EB3950.over lines crossing such state borders. EB3950 EB3950 EB3950.The horizontal coordinates were established by classical geodetic methods EB3950.and adjusted by the National Geodetic Survey in April 1991. EB3950 EB3950.The orthometric height was determined by differential leveling EB3950.and adjusted by the National Geodetic Survey in October 1999. EB3950 EB3950.The Laplace correction was computed from DEFLEC99 derived deflections. EB3950 EB3950.The geoid height was determined by GEOID03. EB3950 EB3950.The dynamic height is computed by dividing the NAVD 88 EB3950.geopotential number by the normal gravity value computed on the EB3950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3950.degrees latitude (g = 980.6199 gals.). EB3950 EB3950.The modeled gravity was interpolated from observed gravity values. EB3950 EB3950; North East Units Scale Factor Converg. EB3950;SPC NC - 106,561.288 601,765.633 MT 0.99991690 -0 02 57.7 EB3950;SPC NC - 349,609.83 1,974,292.75 sFT 0.99991690 -0 02 57.7 EB3950;UTM 17 - 3,842,616.163 675,322.044 MT 0.99997887 +1 05 25.6 EB3950 EB3950! - Elev Factor x Scale Factor = Combined Factor EB3950!SPC NC - 0.99999771 x 0.99991690 = 0.99991461 EB3950!UTM 17 - 0.99999771 x 0.99997887 = 0.99997658 EB3950 EB3950 SUPERSEDED SURVEY CONTROL EB3950 EB3950 NGVD 29 (04/22/91) 48.3 (m) 158. (f) VERT ANG EB3950 EB3950.Superseded values are not recommended for survey control. EB3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3950.See file dsdata.txt to determine how the superseded data were derived. EB3950 EB3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7532242616(NAD 83) EB3950_MARKER: DH = HORIZONTAL CONTROL DISK EB3950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3950_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3950_STAMPING: PLOW 1977 EB3950_MARK LOGO: NCGS EB3950_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3950+STABILITY: SURFACE MOTION EB3950 EB3950 HISTORY - Date Condition Report By EB3950 HISTORY - 1977 MONUMENTED NCGS EB3950 HISTORY - 19881228 GOOD NCGS EB3950 EB3950 STATION DESCRIPTION EB3950 EB3950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3950'THE STATION IS LOCATED APPROXIMATELY 7.6 MILES NORTHWEST OF LUMBERTON EB3950'AND 8.9 MILES SOUTHEAST OF RED SPRINGS. EB3950' EB3950'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB3950'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 9.25 MILES TO STATION EB3950'IN RIGHT SHOULDER ACROSS THE HIGHWAY FROM A MAILBOX MOUNTED ON A PLOW EB3950'AND 0.2 MILE NORTHWEST OF SR 1003 ENTERING FROM SOUTH. EB3950' EB3950'STATION MARK IS A STANDARD DISK STAMPED---PLOW 1977---SET IN THE TOP EB3950'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3950'THE MARK IS 17.5 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 211, 26.0 EB3950'FEET SOUTH-SOUTHWEST OF CENTERLINE INTERSECTION OF DIRT DRIVEWAY FROM EB3950'ACROSS HIGHWAY WITH HIGHWAY, 37.8 FEET EAST OF TOP OF TELEPHONE POLE EB3950'PEDESTAL, 126.7 FEET NORTHWEST OF NORTHERNMOST END OF CULVERT UNDER EB3950'SOUTH DRIVE LEADING TO ONE AND ONE HALF STORY RESIDENCE AND 77.6 FEET EB3950'SOUTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG. EB3950 EB3950 STATION RECOVERY (1988) EB3950 EB3950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3950'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF LUMBERTON AND EB3950'8.9 MI (14.3 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH EB3950'AVENUE) FOR 9.25 MI (14.89 KM) SOUTHEAST FROM MAIN STREET (IN RED EB3950'SPRINGS), IN RIGHT SHOULDER ACROSS THE HIGHWAY FROM A MAILBOX MOUNTED EB3950'ON A PLOW, AND 0.2 MI (0.3 KM) NORTHWEST OF SR 1003. MARK IS 1-FOOT EB3950'LOWER THAN THE ROAD AND IS RECESSED 6 INCHES BELOW GROUND. LOCATED EB3950'17.5 FT (5.3 M) WEST-SOUTHWEST OF CENTERLINE OF NC 211, 37.8 FT (11.5 EB3950'M) EAST OF TOP OF TELEPHONE POLE PEDESTAL, 126.7 FT (38.6 M) NORTHWEST EB3950'OF NORTHERNMOST END OF CULVERT UNDER SOUTH DRIVE LEADING TO A 1 AND EB3950'1/2 STORY RESIDENCE, AND 77.6 FT (23.7 M) SOUTHWEST OF A POWER POLE EB3950'WITH A LIGHT AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2603 *********************************************************************** EB2603 DESIGNATION - POINT EB2603 PID - EB2603 EB2603 STATE/COUNTY- NC/ROBESON EB2603 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2603 EB2603 *CURRENT SURVEY CONTROL EB2603 ___________________________________________________________________ EB2603* NAD 83(1986)- 34 35 45.55869(N) 079 02 16.00832(W) ADJUSTED EB2603* NAVD 88 - 36.3 (meters) 119. (feet) VERTCON EB2603 ___________________________________________________________________ EB2603 LAPLACE CORR- -5.47 (seconds) DEFLEC99 EB2603 GEOID HEIGHT- -33.84 (meters) GEOID03 EB2603 EB2603 HORZ ORDER - SECOND EB2603 EB2603.The North Carolina HARNS have been completed but, EB2603.due to contractual restrictions, coordinates for these stations EB2603.will NOT be published in the near future. In the interim, the EB2603.published coordinates in North Carolina will not be EB2603.consistent with the Continuously Operating Reference Stations EB2603.(CORS). The HARN coordinates for these stations are available EB2603.upon request. Contact Gary Thompson(919-733-3836). EB2603. EB2603.In addition, the published North Carolina positions EB2603.(NAD 83 (1986)) are NOT consistent with those determined in EB2603.adjacent state readjustments. The discontinuity between stations EB2603.located in North Carolina and those in adjacent states EB2603.which have been adjusted to the HARN may be as much as 5 EB2603.decimeters. This will result in a significant loss of accuracy EB2603.over lines crossing such state borders. EB2603 EB2603 EB2603.The horizontal coordinates were established by classical geodetic methods EB2603.and adjusted by the National Geodetic Survey in July 1986. EB2603 EB2603.The NAVD 88 height was computed by applying the VERTCON shift value to EB2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2603 EB2603.The Laplace correction was computed from DEFLEC99 derived deflections. EB2603 EB2603.The geoid height was determined by GEOID03. EB2603 EB2603; North East Units Scale Factor Converg. EB2603;SPC NC - 93,847.745 606,135.695 MT 0.99993761 -0 01 18.5 EB2603;SPC NC - 307,898.81 1,988,630.19 sFT 0.99993761 -0 01 18.5 EB2603;UTM 17 - 3,829,991.139 679,944.035 MT 0.99999912 +1 06 51.9 EB2603 EB2603! - Elev Factor x Scale Factor = Combined Factor EB2603!SPC NC - 0.99999961 x 0.99993761 = 0.99993722 EB2603!UTM 17 - 0.99999961 x 0.99999912 = 0.99999873 EB2603 EB2603: Primary Azimuth Mark Grid Az EB2603:SPC NC - BIGGS 218 45 53.4 EB2603:UTM 17 - BIGGS 217 37 43.0 EB2603 EB2603|---------------------------------------------------------------------| EB2603| PID Reference Object Distance Geod. Az | EB2603| dddmmss.s | EB2603| EB2592 BIGGS APPROX. 0.7 KM 2184434.9 | EB2603|---------------------------------------------------------------------| EB2603 EB2603 SUPERSEDED SURVEY CONTROL EB2603 EB2603 NAD 27 - 34 35 44.96654(N) 079 02 16.88424(W) AD( ) 2 EB2603 NGVD 29 (07/19/86) 36.6 (m) 120. (f) VERT ANG EB2603 EB2603.Superseded values are not recommended for survey control. EB2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2603.See file dsdata.txt to determine how the superseded data were derived. EB2603 EB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7994429991(NAD 83) EB2603_MARKER: DE = TRAVERSE STATION DISK EB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2603_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2603_STAMPING: POINT 1965 EB2603_MARK LOGO: NCGS EB2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2603+STABILITY: SURFACE MOTION EB2603 EB2603 HISTORY - Date Condition Report By EB2603 HISTORY - 1965 MONUMENTED NCGS EB2603 EB2603 STATION DESCRIPTION EB2603 EB2603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2603'POINT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2603'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2603' EB2603'POINT IS 2.3 MILES SW OF LUMBERTON. LOCATED 2.0 MILES S EB2603'ALONG NC 41 FROM INTERSECTION OF NC 41 AND U.S. 74. 0.1 MILE EB2603'S OF NEW POINT CHURCH. 1.2 MILE N OF INTERSECTION OF NC 41 EB2603'AND SR 2208. 0.1 MILE S OF NEW POINT CHURCH AND 0.1 MILE N EB2603'OF BRIDGE OVER JACOB CREEK. EB2603' EB2603'STATION MARK IS A STANDARD NC BRASS TRAVERSE DISK, STAMPED EB2603'POINT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2603'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2603' EB2603'MARK IS EB2603' EB2603'21.3 FT W OF C/L OF NC 41 EB2603' EB2603'114.5 FT SW OF TP WITH ALUMINUM REF. TAG EB2603' EB2603'5.6 FT NE OF MAILBOX POST EB2603' EB2603'10.8 FT E OF EDGE OF DITCH EB2603' EB2603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3952 *********************************************************************** EB3952 DESIGNATION - POOL EB3952 PID - EB3952 EB3952 STATE/COUNTY- NC/ROBESON EB3952 USGS QUAD - GADDYSVILLE (1962) EB3952 EB3952 *CURRENT SURVEY CONTROL EB3952 ___________________________________________________________________ EB3952* NAD 83(1986)- 34 28 50.17962(N) 079 10 38.43965(W) ADJUSTED EB3952* NAVD 88 - 35.7 (meters) 117. (feet) VERTCON EB3952 ___________________________________________________________________ EB3952 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EB3952 GEOID HEIGHT- -33.39 (meters) GEOID03 EB3952 EB3952 HORZ ORDER - SECOND EB3952 EB3952.The North Carolina HARNS have been completed but, EB3952.due to contractual restrictions, coordinates for these stations EB3952.will NOT be published in the near future. In the interim, the EB3952.published coordinates in North Carolina will not be EB3952.consistent with the Continuously Operating Reference Stations EB3952.(CORS). The HARN coordinates for these stations are available EB3952.upon request. Contact Gary Thompson(919-733-3836). EB3952. EB3952.In addition, the published North Carolina positions EB3952.(NAD 83 (1986)) are NOT consistent with those determined in EB3952.adjacent state readjustments. The discontinuity between stations EB3952.located in North Carolina and those in adjacent states EB3952.which have been adjusted to the HARN may be as much as 5 EB3952.decimeters. This will result in a significant loss of accuracy EB3952.over lines crossing such state borders. EB3952 EB3952 EB3952.The horizontal coordinates were established by classical geodetic methods EB3952.and adjusted by the National Geodetic Survey in April 1991. EB3952 EB3952.The NAVD 88 height was computed by applying the VERTCON shift value to EB3952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3952 EB3952.The Laplace correction was computed from DEFLEC99 derived deflections. EB3952 EB3952.The geoid height was determined by GEOID03. EB3952 EB3952; North East Units Scale Factor Converg. EB3952;SPC NC - 81,062.588 593,310.768 MT 0.99996247 -0 06 08.5 EB3952;SPC NC - 265,952.84 1,946,553.74 sFT 0.99996247 -0 06 08.5 EB3952;UTM 17 - 3,816,954.097 667,374.664 MT 0.99994531 +1 01 55.5 EB3952 EB3952! - Elev Factor x Scale Factor = Combined Factor EB3952!SPC NC - 0.99999964 x 0.99996247 = 0.99996211 EB3952!UTM 17 - 0.99999964 x 0.99994531 = 0.99994495 EB3952 EB3952 SUPERSEDED SURVEY CONTROL EB3952 EB3952 NGVD 29 (04/22/91) 36.0 (m) 118. (f) VERT ANG EB3952 EB3952.Superseded values are not recommended for survey control. EB3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3952.See file dsdata.txt to determine how the superseded data were derived. EB3952 EB3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6737516954(NAD 83) EB3952_MARKER: DE = TRAVERSE STATION DISK EB3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3952_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3952_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3952+STABILITY: SURFACE MOTION EB3952 EB3952 HISTORY - Date Condition Report By EB3952 HISTORY - 1977 MONUMENTED NCGS EB3952 EB3952 STATION DESCRIPTION EB3952 EB3952'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3952'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES WEST-SOUTHWEST OF EB3952'FAIRMONT AND 5.0 MILES SOUTH OF MCDONALD. EB3952' EB3952'TO REACH STATION FROM INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST EB3952'OF FAIRMONT, PROCEED WESTERLY ALONG NC 130 FOR 1.4 MILES TO SR 2469 ON EB3952'RIGHT AND STATION IN NORTH SHOULDER OF HIGHWAY. EB3952' EB3952'STATION MARK IS A STANDARD DISK STAMPED---POOL 1977---SET IN THE TOP EB3952'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3952'THE MARK IS 19.2 FEET NORTH OF CENTERLINE OF NC 130, 121.6 FEET EAST EB3952'OF CENTERLINE OF SR 2469, 65.2 FEET SOUTHEAST OF A 10 INCH TWIN BEECH EB3952'TREE WITH REFERENCE TAG, 53.8 FEET NORTHEAST OF EAST END OF CULVERT EB3952'ACROSS HIGHWAY, 117.9 FEET EAST OF SOUTH END OF TRAFFIC ISLAND IN EB3952'SR 2469 AND 83.9 FEET SOUTHEAST OF UNDERGROUND CABLE POST WITH EB3952'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2504 *********************************************************************** EB2504 DESIGNATION - POPE EB2504 PID - EB2504 EB2504 STATE/COUNTY- NC/ROBESON EB2504 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2504 EB2504 *CURRENT SURVEY CONTROL EB2504 ___________________________________________________________________ EB2504* NAD 83(1986)- 34 33 47.90741(N) 078 58 48.74282(W) ADJUSTED EB2504* NAVD 88 - 36.2 (meters) 119. (feet) VERTCON EB2504 ___________________________________________________________________ EB2504 LAPLACE CORR- -4.52 (seconds) DEFLEC99 EB2504 GEOID HEIGHT- -34.04 (meters) GEOID03 EB2504 EB2504 HORZ ORDER - SECOND EB2504 EB2504.The North Carolina HARNS have been completed but, EB2504.due to contractual restrictions, coordinates for these stations EB2504.will NOT be published in the near future. In the interim, the EB2504.published coordinates in North Carolina will not be EB2504.consistent with the Continuously Operating Reference Stations EB2504.(CORS). The HARN coordinates for these stations are available EB2504.upon request. Contact Gary Thompson(919-733-3836). EB2504. EB2504.In addition, the published North Carolina positions EB2504.(NAD 83 (1986)) are NOT consistent with those determined in EB2504.adjacent state readjustments. The discontinuity between stations EB2504.located in North Carolina and those in adjacent states EB2504.which have been adjusted to the HARN may be as much as 5 EB2504.decimeters. This will result in a significant loss of accuracy EB2504.over lines crossing such state borders. EB2504 EB2504 EB2504.The horizontal coordinates were established by classical geodetic methods EB2504.and adjusted by the National Geodetic Survey in July 1986. EB2504 EB2504.The NAVD 88 height was computed by applying the VERTCON shift value to EB2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2504 EB2504.The Laplace correction was computed from DEFLEC99 derived deflections. EB2504 EB2504.The geoid height was determined by GEOID03. EB2504 EB2504; North East Units Scale Factor Converg. EB2504;SPC NC - 90,222.093 611,417.593 MT 0.99994425 +0 00 41.1 EB2504;SPC NC - 296,003.65 2,005,959.22 sFT 0.99994425 +0 00 41.1 EB2504;UTM 17 - 3,826,470.622 685,297.120 MT 1.00002322 +1 08 46.3 EB2504 EB2504! - Elev Factor x Scale Factor = Combined Factor EB2504!SPC NC - 0.99999966 x 0.99994425 = 0.99994391 EB2504!UTM 17 - 0.99999966 x 1.00002322 = 1.00002288 EB2504 EB2504: Primary Azimuth Mark Grid Az EB2504:SPC NC - JOY 113 52 38.6 EB2504:UTM 17 - JOY 112 44 33.4 EB2504 EB2504|---------------------------------------------------------------------| EB2504| PID Reference Object Distance Geod. Az | EB2504| dddmmss.s | EB2504| EB2497 JOY APPROX. 0.6 KM 1135319.7 | EB2504| EB2488 BLACKMON 483.687 METERS 2865824.6 | EB2504|---------------------------------------------------------------------| EB2504 EB2504 SUPERSEDED SURVEY CONTROL EB2504 EB2504 NAD 27 - 34 33 47.31114(N) 078 58 49.62513(W) AD( ) 2 EB2504 NGVD 29 (07/19/86) 36.5 (m) 120. (f) VERT ANG EB2504 EB2504.Superseded values are not recommended for survey control. EB2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2504.See file dsdata.txt to determine how the superseded data were derived. EB2504 EB2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8529726471(NAD 83) EB2504_MARKER: DE = TRAVERSE STATION DISK EB2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2504_STAMPING: POPE 1965 EB2504_MARK LOGO: NCGS EB2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2504+STABILITY: SURFACE MOTION EB2504 EB2504 HISTORY - Date Condition Report By EB2504 HISTORY - 1965 MONUMENTED NCGS EB2504 HISTORY - 1981 MARK NOT FOUND USGS EB2504 HISTORY - 19950808 MARK NOT FOUND USPSQD EB2504 EB2504 STATION DESCRIPTION EB2504 EB2504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2504'POPE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2504'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2504' EB2504'POPE IS 4.2 MILES SSE OF LUMBERTON. LOCATED 0.4 MILES W ALONG EB2504'SR 2207 FROM Y INTERSECTION OF U.S. 74 AND SR 2207. 1.2 MILES E OF EB2504'INTERSECTION OF SR 2207 AND SR 2215. AND ON THE N SHOULDER OF SR EB2504'2207. EB2504' EB2504'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2504'POPE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2504'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2504' EB2504'MARK IS EB2504' EB2504'12.8 FT N OF C/L OF SR 2207 EB2504' EB2504'5.2 FT S OF C/L OF DITCH EB2504' EB2504'82.8 FT N OF PP WITH ALUMINUM REF. TAG. EB2504' EB2504'95.6 FT W OF 5 INCH PINE WITH ALUMINUM REF. TAG IN YARD EB2504' EB2504'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2504 EB2504 STATION RECOVERY (1981) EB2504 EB2504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2504'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2504 EB2504 STATION RECOVERY (1995) EB2504 EB2504'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2504'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2657 *********************************************************************** EB2657 DESIGNATION - POST EB2657 PID - EB2657 EB2657 STATE/COUNTY- NC/ROBESON EB2657 USGS QUAD - FAIRMONT (1962) EB2657 EB2657 *CURRENT SURVEY CONTROL EB2657 ___________________________________________________________________ EB2657* NAD 83(1986)- 34 26 06.11401(N) 079 06 44.89791(W) ADJUSTED EB2657* NAVD 88 - 31.62 (+/-2cm) 103.7 (feet) VERTCON EB2657 ___________________________________________________________________ EB2657 LAPLACE CORR- -4.53 (seconds) DEFLEC99 EB2657 GEOID HEIGHT- -33.58 (meters) GEOID03 EB2657 EB2657 HORZ ORDER - SECOND EB2657 VERT ORDER - THIRD ? (See Below) EB2657 EB2657.The North Carolina HARNS have been completed but, EB2657.due to contractual restrictions, coordinates for these stations EB2657.will NOT be published in the near future. In the interim, the EB2657.published coordinates in North Carolina will not be EB2657.consistent with the Continuously Operating Reference Stations EB2657.(CORS). The HARN coordinates for these stations are available EB2657.upon request. Contact Gary Thompson(919-733-3836). EB2657. EB2657.In addition, the published North Carolina positions EB2657.(NAD 83 (1986)) are NOT consistent with those determined in EB2657.adjacent state readjustments. The discontinuity between stations EB2657.located in North Carolina and those in adjacent states EB2657.which have been adjusted to the HARN may be as much as 5 EB2657.decimeters. This will result in a significant loss of accuracy EB2657.over lines crossing such state borders. EB2657 EB2657 EB2657.The horizontal coordinates were established by classical geodetic methods EB2657.and adjusted by the National Geodetic Survey in July 1986. EB2657 EB2657.The NAVD 88 height was computed by applying the VERTCON shift value to EB2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2657.The vertical order pertains to the NGVD 29 superseded value. EB2657 EB2657.The Laplace correction was computed from DEFLEC99 derived deflections. EB2657 EB2657.The geoid height was determined by GEOID03. EB2657 EB2657; North East Units Scale Factor Converg. EB2657;SPC NC - 75,998.525 599,264.097 MT 0.99997339 -0 03 53.7 EB2657;SPC NC - 249,338.49 1,966,085.62 sFT 0.99997339 -0 03 53.7 EB2657;UTM 17 - 3,812,008.842 673,426.946 MT 0.99997074 +1 04 03.4 EB2657 EB2657! - Elev Factor x Scale Factor = Combined Factor EB2657!SPC NC - 1.00000031 x 0.99997339 = 0.99997370 EB2657!UTM 17 - 1.00000031 x 0.99997074 = 0.99997105 EB2657 EB2657: Primary Azimuth Mark Grid Az EB2657:SPC NC - LINABES 001 49 04.7 EB2657:UTM 17 - LINABES 000 41 07.6 EB2657 EB2657|---------------------------------------------------------------------| EB2657| PID Reference Object Distance Geod. Az | EB2657| dddmmss.s | EB2657| EB2654 LINABES APPROX. 0.8 KM 0014511.0 | EB2657| EB2641 CLAYBANK 152.225 METERS 17856 | EB2657|---------------------------------------------------------------------| EB2657 EB2657 SUPERSEDED SURVEY CONTROL EB2657 EB2657 NAD 27 - 34 26 05.52166(N) 079 06 45.77323(W) AD( ) 2 EB2657 NGVD 29 (07/19/86) 31.93 (m) 104.8 (f) LEVELING 3 EB2657 EB2657.Superseded values are not recommended for survey control. EB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2657.See file dsdata.txt to determine how the superseded data were derived. EB2657 EB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7342712009(NAD 83) EB2657_MARKER: DE = TRAVERSE STATION DISK EB2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2657_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2657_STAMPING: POST 1966 EB2657_MARK LOGO: NCGS EB2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2657+STABILITY: SURFACE MOTION EB2657 EB2657 HISTORY - Date Condition Report By EB2657 HISTORY - 1966 MONUMENTED NCGS EB2657 HISTORY - 1977 GOOD NCGS EB2657 EB2657 STATION DESCRIPTION EB2657 EB2657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2657'POST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2657'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2657' EB2657'POST IS 4.2 MILES SOUTH OF INTERSECTION OF NC 41 AND NC 130 EB2657'IN FAIRMONT AND 2.6 MILES NORTH OF INTERSECTION OF NC 41 AND EB2657'NC 904 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2657'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT SOUTH ALONG NC EB2657'41 FOR 3.6 MILES TO SR 2452 INTERSECTION, CONTINUE ON NC 41 EB2657'FOR 0.65 MILES TO STATION ON RIGHT. EB2657' EB2657'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2657'POST 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2657'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2657' EB2657'MARK IS EB2657' EB2657'10.1 FT W OF EDGE OF PAVEMENT OF NC 41 EB2657' EB2657'36.0 FT SSE OF CORNER FENCE POST WITH ALUMINUM REF. TAG EB2657' EB2657'14.9 FT E OF FENCE POST WITH ALUMINUM REF. TAG EB2657' EB2657'21.6 FT W OF C/L OF NC 41 EB2657' EB2657'121.7 FT NE OF PP WITH ALUMINUM REF. TAG IN FIELD ABOUT 80 FT EB2657'WEST OF NC 41 EB2657' EB2657'232.1 FT S OF PP AT NORTH END OF CURVE ABOUT 30 FT WEST OF NC 41 EB2657 EB2657 STATION RECOVERY (1977) EB2657 EB2657'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2657'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3954 *********************************************************************** EB3954 DESIGNATION - POST OFFICE EB3954 PID - EB3954 EB3954 STATE/COUNTY- NC/ROBESON EB3954 USGS QUAD - PARKTON (1982) EB3954 EB3954 *CURRENT SURVEY CONTROL EB3954 ___________________________________________________________________ EB3954* NAD 83(1986)- 34 53 17.60708(N) 079 04 22.67286(W) ADJUSTED EB3954* NAVD 88 - 58.5 (meters) 192. (feet) VERTCON EB3954 ___________________________________________________________________ EB3954 LAPLACE CORR- -4.42 (seconds) DEFLEC99 EB3954 GEOID HEIGHT- -33.19 (meters) GEOID03 EB3954 EB3954 HORZ ORDER - SECOND EB3954 EB3954.The North Carolina HARNS have been completed but, EB3954.due to contractual restrictions, coordinates for these stations EB3954.will NOT be published in the near future. In the interim, the EB3954.published coordinates in North Carolina will not be EB3954.consistent with the Continuously Operating Reference Stations EB3954.(CORS). The HARN coordinates for these stations are available EB3954.upon request. Contact Gary Thompson(919-733-3836). EB3954. EB3954.In addition, the published North Carolina positions EB3954.(NAD 83 (1986)) are NOT consistent with those determined in EB3954.adjacent state readjustments. The discontinuity between stations EB3954.located in North Carolina and those in adjacent states EB3954.which have been adjusted to the HARN may be as much as 5 EB3954.decimeters. This will result in a significant loss of accuracy EB3954.over lines crossing such state borders. EB3954 EB3954 EB3954.The horizontal coordinates were established by classical geodetic methods EB3954.and adjusted by the National Geodetic Survey in April 1991. EB3954 EB3954.The NAVD 88 height was computed by applying the VERTCON shift value to EB3954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3954 EB3954.The Laplace correction was computed from DEFLEC99 derived deflections. EB3954 EB3954.The geoid height was determined by GEOID03. EB3954 EB3954; North East Units Scale Factor Converg. EB3954;SPC NC - 126,266.130 602,932.080 MT 0.99989260 -0 02 31.6 EB3954;SPC NC - 414,258.13 1,978,119.67 sFT 0.99989260 -0 02 31.6 EB3954;UTM 17 - 3,862,341.852 676,095.523 MT 0.99998220 +1 06 09.0 EB3954 EB3954! - Elev Factor x Scale Factor = Combined Factor EB3954!SPC NC - 0.99999603 x 0.99989260 = 0.99988863 EB3954!UTM 17 - 0.99999603 x 0.99998220 = 0.99997823 EB3954 EB3954 SUPERSEDED SURVEY CONTROL EB3954 EB3954 NGVD 29 (04/22/91) 58.8 (m) 193. (f) VERT ANG EB3954 EB3954.Superseded values are not recommended for survey control. EB3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3954.See file dsdata.txt to determine how the superseded data were derived. EB3954 EB3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7609662342(NAD 83) EB3954_MARKER: DE = TRAVERSE STATION DISK EB3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3954_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3954_STAMPING: POST OFFICE 1977 EB3954_MARK LOGO: NCGS EB3954_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3954+STABILITY: SURFACE MOTION EB3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3954+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 EB3954 EB3954 HISTORY - Date Condition Report By EB3954 HISTORY - 1977 MONUMENTED NCGS EB3954 HISTORY - 19970426 GOOD USPSQD EB3954 HISTORY - 20010319 GOOD NCGS EB3954 EB3954 STATION DESCRIPTION EB3954 EB3954'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3954'THE STATION IS LOCATED AT THE POST OFFICE IN LUMBER BRIDGE EB3954'APPROXIMATELY 3.7 MILES WEST-SOUTHWEST OF PARKTON. EB3954' EB3954'TO REACH STATION FROM NC 20 - NC 71 CROSSROAD, PROCEED SOUTHWEST EB3954'ALONG NC 71 FOR 0.05 MILE TO POST OFFICE AND STATION ON RIGHT. EB3954' EB3954'STATION MARK IS A STANDARD DISK STAMPED---POST OFFICE 1977---SET IN EB3954'THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EB3954'THE MARK IS 28.5 FEET NORTHWEST OF CENTERLINE OF NC 71, 64.1 FEET EB3954'SOUTH-SOUTHWEST OF SOUTH CORNER OF POST OFFICE, 45.3 FEET SOUTH OF A EB3954'36 INCH GUM WITH REFERENCE TAG, 112.3 FEET WEST OF POWER POLE 3083 EB3954'WITH LIGHT AND REFERENCE TAG AND 42.2 FEET NORTHEAST OF METAL ROUTE 71 EB3954'SIGN POST. EB3954 EB3954 STATION RECOVERY (1997) EB3954 EB3954'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3954'RECOVERED IN GOOD CONDITION. EB3954 EB3954 STATION RECOVERY (2001) EB3954 EB3954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EB3954'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB3954'THE METAL SIGN POST AND THE 36-INCH GUM WITH A REFERENCE TAG ARE BOTH EB3954'GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2550 *********************************************************************** EB2550 DESIGNATION - POWER EB2550 PID - EB2550 EB2550 STATE/COUNTY- NC/ROBESON EB2550 USGS QUAD - HOPE MILLS (1986) EB2550 EB2550 *CURRENT SURVEY CONTROL EB2550 ___________________________________________________________________ EB2550* NAD 83(1986)- 34 53 33.73081(N) 078 59 33.48556(W) ADJUSTED EB2550* NAVD 88 - 55.7 (meters) 183. (feet) VERTCON EB2550 ___________________________________________________________________ EB2550 LAPLACE CORR- -4.97 (seconds) DEFLEC99 EB2550 GEOID HEIGHT- -33.42 (meters) GEOID03 EB2550 EB2550 HORZ ORDER - SECOND EB2550 EB2550.The North Carolina HARNS have been completed but, EB2550.due to contractual restrictions, coordinates for these stations EB2550.will NOT be published in the near future. In the interim, the EB2550.published coordinates in North Carolina will not be EB2550.consistent with the Continuously Operating Reference Stations EB2550.(CORS). The HARN coordinates for these stations are available EB2550.upon request. Contact Gary Thompson(919-733-3836). EB2550. EB2550.In addition, the published North Carolina positions EB2550.(NAD 83 (1986)) are NOT consistent with those determined in EB2550.adjacent state readjustments. The discontinuity between stations EB2550.located in North Carolina and those in adjacent states EB2550.which have been adjusted to the HARN may be as much as 5 EB2550.decimeters. This will result in a significant loss of accuracy EB2550.over lines crossing such state borders. EB2550 EB2550 EB2550.The horizontal coordinates were established by classical geodetic methods EB2550.and adjusted by the National Geodetic Survey in July 1986. EB2550 EB2550.The NAVD 88 height was computed by applying the VERTCON shift value to EB2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2550 EB2550.The Laplace correction was computed from DEFLEC99 derived deflections. EB2550 EB2550.The geoid height was determined by GEOID03. EB2550 EB2550; North East Units Scale Factor Converg. EB2550;SPC NC - 126,760.523 610,274.372 MT 0.99989211 +0 00 15.3 EB2550;SPC NC - 415,880.15 2,002,208.50 sFT 0.99989211 +0 00 15.3 EB2550;UTM 17 - 3,862,982.869 683,427.253 MT 1.00001469 +1 08 55.0 EB2550 EB2550! - Elev Factor x Scale Factor = Combined Factor EB2550!SPC NC - 0.99999650 x 0.99989211 = 0.99988861 EB2550!UTM 17 - 0.99999650 x 1.00001469 = 1.00001119 EB2550 EB2550: Primary Azimuth Mark Grid Az EB2550:SPC NC - MIDWAY 122 54 15.9 EB2550:UTM 17 - MIDWAY 121 45 36.2 EB2550 EB2550|---------------------------------------------------------------------| EB2550| PID Reference Object Distance Geod. Az | EB2550| dddmmss.s | EB2550| EB2549 MIDWAY APPROX. 1.8 KM 1225431.2 | EB2550|---------------------------------------------------------------------| EB2550 EB2550 SUPERSEDED SURVEY CONTROL EB2550 EB2550 NAD 27 - 34 53 33.14258(N) 078 59 34.37715(W) AD( ) 2 EB2550 NGVD 29 (07/19/86) 56.0 (m) 184. (f) VERT ANG EB2550 EB2550.Superseded values are not recommended for survey control. EB2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2550.See file dsdata.txt to determine how the superseded data were derived. EB2550 EB2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8342762983(NAD 83) EB2550_MARKER: DE = TRAVERSE STATION DISK EB2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2550_STAMPING: POWER 1969 EB2550_MARK LOGO: NCGS EB2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2550+STABILITY: SURFACE MOTION EB2550 EB2550 HISTORY - Date Condition Report By EB2550 HISTORY - 1969 MONUMENTED NCGS EB2550 HISTORY - 1981 POOR USGS EB2550 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2550 EB2550 STATION DESCRIPTION EB2550 EB2550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2550'POWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2550'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2550' EB2550'POWER IS LOCATED APPROXIMATELY 1.2 MILES ENE OF PARKTON. TO REACH EB2550'STATION PROCEED FROM THE INTERSECTION OF NC 71 AND SR 1723 IN EB2550'PARKTON, GO NORTHEAST ON SR 1723 FOR 0.45 MILE TO T INTERSECTION OF EB2550'SR 1723 AND SR 1724 (LOOP ROAD), CONTINUE NORTHEAST ON SR 1723 FOR EB2550'0.75 MILE TO STATION ON RIGHT NEAR POWER POLE, 0.45 MILE SOUTHWEST EB2550'OF T INTERSECTION OF SR 1723 AND SR 1724 AND 1.2 MILES EB2550'SOUTHWEST OF INTERSECTION OF SR 1723 AND US 301. EB2550' EB2550'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED POWER EB2550'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2550'FLUSH WITH THE SURFACE OF THE GROUND. EB2550' EB2550'MARK IS EB2550'28.0 FEET SSW OF C/L OF SR 1723. EB2550'45.9 FEET SSW OF KEEP N. C. GREEN SIGN POST WITH ALUMINUM REF. EB2550'TAG. EB2550'3.2 FEET ESE OF TP NO. 74 WITH ALUMINUM REF. TAG. EB2550'164.0 FEET SE OF PP NO. 16 WITH ALUMINUM REF. TAG. EB2550'120.7 FEET W OF TELEPHONE CABLE MARKER. EB2550 EB2550 STATION RECOVERY (1981) EB2550 EB2550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2550'THE STATION WAS FOUND LYING ON TOP OF THE GROUND. EB2550 EB2550 STATION RECOVERY (1997) EB2550 EB2550'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2550'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3955 *********************************************************************** EB3955 DESIGNATION - PRINCIPAL EB3955 PID - EB3955 EB3955 STATE/COUNTY- NC/ROBESON EB3955 USGS QUAD - TARHEEL (1986) EB3955 EB3955 *CURRENT SURVEY CONTROL EB3955 ___________________________________________________________________ EB3955* NAD 83(1986)- 34 39 02.55606(N) 078 52 25.37248(W) ADJUSTED EB3955* NAVD 88 - 46.3 (meters) 152. (feet) VERTCON EB3955 ___________________________________________________________________ EB3955 LAPLACE CORR- -3.24 (seconds) DEFLEC99 EB3955 GEOID HEIGHT- -34.27 (meters) GEOID03 EB3955 EB3955 HORZ ORDER - SECOND EB3955 EB3955.The North Carolina HARNS have been completed but, EB3955.due to contractual restrictions, coordinates for these stations EB3955.will NOT be published in the near future. In the interim, the EB3955.published coordinates in North Carolina will not be EB3955.consistent with the Continuously Operating Reference Stations EB3955.(CORS). The HARN coordinates for these stations are available EB3955.upon request. Contact Gary Thompson(919-733-3836). EB3955. EB3955.In addition, the published North Carolina positions EB3955.(NAD 83 (1986)) are NOT consistent with those determined in EB3955.adjacent state readjustments. The discontinuity between stations EB3955.located in North Carolina and those in adjacent states EB3955.which have been adjusted to the HARN may be as much as 5 EB3955.decimeters. This will result in a significant loss of accuracy EB3955.over lines crossing such state borders. EB3955 EB3955 EB3955.The horizontal coordinates were established by classical geodetic methods EB3955.and adjusted by the National Geodetic Survey in April 1991. EB3955 EB3955.The NAVD 88 height was computed by applying the VERTCON shift value to EB3955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3955 EB3955.The Laplace correction was computed from DEFLEC99 derived deflections. EB3955 EB3955.The geoid height was determined by GEOID03. EB3955 EB3955; North East Units Scale Factor Converg. EB3955;SPC NC - 99,924.495 621,177.513 MT 0.99992723 +0 04 22.4 EB3955;SPC NC - 327,835.61 2,037,979.89 sFT 0.99992723 +0 04 22.4 EB3955;UTM 17 - 3,836,365.632 694,863.890 MT 1.00006804 +1 12 33.6 EB3955 EB3955! - Elev Factor x Scale Factor = Combined Factor EB3955!SPC NC - 0.99999811 x 0.99992723 = 0.99992534 EB3955!UTM 17 - 0.99999811 x 1.00006804 = 1.00006615 EB3955 EB3955 SUPERSEDED SURVEY CONTROL EB3955 EB3955 NGVD 29 (04/22/91) 46.6 (m) 153. (f) VERT ANG EB3955 EB3955.Superseded values are not recommended for survey control. EB3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3955.See file dsdata.txt to determine how the superseded data were derived. EB3955 EB3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9486436366(NAD 83) EB3955_MARKER: DE = TRAVERSE STATION DISK EB3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3955_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3955_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3955+STABILITY: SURFACE MOTION EB3955 EB3955 HISTORY - Date Condition Report By EB3955 HISTORY - 1977 MONUMENTED NCGS EB3955 HISTORY - 19960427 POOR USPSQD EB3955 EB3955 STATION DESCRIPTION EB3955 EB3955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3955'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES EAST-NORTHEAST OF EB3955'LUMBERTON AND 12.2 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3955' EB3955'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3955'PROCEED EAST ALONG NC 41 FOR 7.05 MILES TO STATION ON RIGHT OPPOSITE EB3955'DRIVEWAY ENTRANCE TO SMITH ELEMENTARY SCHOOL. EB3955' EB3955'STATION MARK IS A STANDARD DISK STAMPED---PRINCIPAL 1977---SET IN THE EB3955'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3955'SURFACE. THE MARK IS 15.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 41, EB3955'55.3 FEET SOUTH OF CENTERLINE INTERSECTION OF HIGHWAY AND DRIVEWAY, EB3955'7.8 FEET EAST-NORTHEAST OF LARGEST TELEPHONE POLE PEDESTAL, 102.7 EB3955'FEET SOUTH-SOUTHEAST OF POWER POLE 10528 WITH TRANSFORMER AND EB3955'REFERENCE TAG AND 104.5 FEET SOUTH-SOUTHWEST OF A 12 INCH PINE WITH EB3955'REFERENCE TAG. EB3955 EB3955 STATION RECOVERY (1996) EB3955 EB3955'RECOVERY NOTE BY US POWER SQUADRON 1996 EB3955'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1669 *********************************************************************** EB1669 DESIGNATION - PROCTOR EB1669 PID - EB1669 EB1669 STATE/COUNTY- NC/ROBESON EB1669 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB1669 EB1669 *CURRENT SURVEY CONTROL EB1669 ___________________________________________________________________ EB1669* NAD 83(1986)- 34 30 07.73266(N) 078 59 57.05959(W) ADJUSTED EB1669* NAVD 88 - 37.071 (meters) 121.62 (feet) ADJUSTED EB1669 ___________________________________________________________________ EB1669 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EB1669 GEOID HEIGHT- -33.94 (meters) GEOID03 EB1669 DYNAMIC HT - 37.035 (meters) 121.51 (feet) COMP EB1669 MODELED GRAV- 979,663.1 (mgal) NAVD 88 EB1669 EB1669 HORZ ORDER - SECOND EB1669 VERT ORDER - SECOND CLASS I EB1669 EB1669.The North Carolina HARNS have been completed but, EB1669.due to contractual restrictions, coordinates for these stations EB1669.will NOT be published in the near future. In the interim, the EB1669.published coordinates in North Carolina will not be EB1669.consistent with the Continuously Operating Reference Stations EB1669.(CORS). The HARN coordinates for these stations are available EB1669.upon request. Contact Gary Thompson(919-733-3836). EB1669. EB1669.In addition, the published North Carolina positions EB1669.(NAD 83 (1986)) are NOT consistent with those determined in EB1669.adjacent state readjustments. The discontinuity between stations EB1669.located in North Carolina and those in adjacent states EB1669.which have been adjusted to the HARN may be as much as 5 EB1669.decimeters. This will result in a significant loss of accuracy EB1669.over lines crossing such state borders. EB1669 EB1669 EB1669.The horizontal coordinates were established by classical geodetic methods EB1669.and adjusted by the National Geodetic Survey in April 1991. EB1669 EB1669.The orthometric height was determined by differential leveling EB1669.and adjusted by the National Geodetic Survey in June 1991. EB1669 EB1669.The Laplace correction was computed from DEFLEC99 derived deflections. EB1669 EB1669.The geoid height was determined by GEOID03. EB1669 EB1669.The dynamic height is computed by dividing the NAVD 88 EB1669.geopotential number by the normal gravity value computed on the EB1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1669.degrees latitude (g = 980.6199 gals.). EB1669 EB1669.The modeled gravity was interpolated from observed gravity values. EB1669 EB1669; North East Units Scale Factor Converg. EB1669;SPC NC - 83,437.680 609,676.228 MT 0.99995752 +0 00 01.7 EB1669;SPC NC - 273,745.12 2,000,246.09 sFT 0.99995752 +0 00 01.7 EB1669;UTM 17 - 3,819,652.608 683,690.251 MT 1.00001592 +1 08 01.2 EB1669 EB1669! - Elev Factor x Scale Factor = Combined Factor EB1669!SPC NC - 0.99999951 x 0.99995752 = 0.99995703 EB1669!UTM 17 - 0.99999951 x 1.00001592 = 1.00001543 EB1669 EB1669 SUPERSEDED SURVEY CONTROL EB1669 EB1669 NGVD 29 (10/06/93) 37.346 (m) 122.53 (f) ADJUSTED 2 1 EB1669 EB1669.Superseded values are not recommended for survey control. EB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1669.See file dsdata.txt to determine how the superseded data were derived. EB1669 EB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8369019653(NAD 83) EB1669_MARKER: DE = TRAVERSE STATION DISK EB1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1669_SP_SET: CONCRETE POST EB1669_STAMPING: PROCTOR 1977 EB1669_MARK LOGO: NCGS EB1669_PROJECTION: RECESSED 13 CENTIMETERS EB1669_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1669+STABILITY: SURFACE MOTION EB1669 EB1669 HISTORY - Date Condition Report By EB1669 HISTORY - 1977 MONUMENTED NCGS EB1669 HISTORY - 1978 GOOD NCGS EB1669 HISTORY - 19950808 GOOD USPSQD EB1669 EB1669 STATION DESCRIPTION EB1669 EB1669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1669'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTHEAST OF EB1669'PROCTORVILLE AND 8.0 MILES SOUTH OF LUMBERTON. EB1669' EB1669'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 EAST OF ORRUM, EB1669'PROCEED NORTHWEST ALONG US 74 FOR 3.8 MILES TO SR 2220 (BROAD RIDGE EB1669'ROAD) AND STATION IN RIGHT SHOULDER IN NORTH QUADRANT. EB1669' EB1669'STATION MARK IS A STANDARD DISK STAMPED---PROCTOR 1977---SET IN THE EB1669'TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW GROUND SURFACE. EB1669'MARK IS 27.3 FEET EAST-NORTHEAST OF CENTERLINE OF US 74, 73.0 FEET EB1669'NORTHWEST OF CENTERLINE OF SR 2220, 85.8 FEET SOUTH-SOUTHEAST OF A EB1669'METAL US 74 SIGN, 71.0 FEET NORTHWEST OF A STOP SIGN IN TRAFFIC ISLAND EB1669'AND 55.6 FEET SOUTHWEST OF THE NORTH END OF A CULVERT UNDER SR 2220. EB1669 EB1669 STATION RECOVERY (1978) EB1669 EB1669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1669'2.7 MI NE FROM PROCTORVILLE. EB1669'LOCATED 8.0 MILES SOUTH OF LUMBERTON, 3.8 MILES NORTHWEST ALONG EB1669'U.S. 74 FROM JUNCTION WITH N.C. 130 EAST OF ORRUM, AT CROSSROAD EB1669'WITH SR 2220 (BROAD RIDGE ROAD), 27.3 FEET EAST-NORTHEAST OF EB1669'CENTERLINE OF U.S. 74, 73.0 FEET NORTHWEST OF CENTERLINE OF EB1669'SR 2220, 55.6 FEET SOUTHWEST OF NORTH END OF CULVERT UNDER EB1669'SR 2220, 71.0 FEET NORTHWEST OF STOP SIGN POST IN ISLAND AND EB1669'85.8 FEET SOUTH-SOUTHEAST OF METAL HIGHWAY SIGN POST. EB1669 EB1669 STATION RECOVERY (1995) EB1669 EB1669'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1669'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2586 *********************************************************************** EB2586 DESIGNATION - PRUDY EB2586 PID - EB2586 EB2586 STATE/COUNTY- NC/ROBESON EB2586 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2586 EB2586 *CURRENT SURVEY CONTROL EB2586 ___________________________________________________________________ EB2586* NAD 83(1986)- 34 39 22.16793(N) 079 07 16.59719(W) ADJUSTED EB2586* NAVD 88 - 48.7 (meters) 160. (feet) VERTCON EB2586 ___________________________________________________________________ EB2586 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EB2586 GEOID HEIGHT- -33.46 (meters) GEOID03 EB2586 EB2586 HORZ ORDER - SECOND EB2586 EB2586.The North Carolina HARNS have been completed but, EB2586.due to contractual restrictions, coordinates for these stations EB2586.will NOT be published in the near future. In the interim, the EB2586.published coordinates in North Carolina will not be EB2586.consistent with the Continuously Operating Reference Stations EB2586.(CORS). The HARN coordinates for these stations are available EB2586.upon request. Contact Gary Thompson(919-733-3836). EB2586. EB2586.In addition, the published North Carolina positions EB2586.(NAD 83 (1986)) are NOT consistent with those determined in EB2586.adjacent state readjustments. The discontinuity between stations EB2586.located in North Carolina and those in adjacent states EB2586.which have been adjusted to the HARN may be as much as 5 EB2586.decimeters. This will result in a significant loss of accuracy EB2586.over lines crossing such state borders. EB2586 EB2586 EB2586.The horizontal coordinates were established by classical geodetic methods EB2586.and adjusted by the National Geodetic Survey in July 1986. EB2586 EB2586.The NAVD 88 height was computed by applying the VERTCON shift value to EB2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2586 EB2586.The Laplace correction was computed from DEFLEC99 derived deflections. EB2586 EB2586.The geoid height was determined by GEOID03. EB2586 EB2586; North East Units Scale Factor Converg. EB2586;SPC NC - 100,528.219 598,484.775 MT 0.99992624 -0 04 12.0 EB2586;SPC NC - 329,816.33 1,963,528.80 sFT 0.99992624 -0 04 12.0 EB2586;UTM 17 - 3,836,518.751 672,161.621 MT 0.99996533 +1 04 07.0 EB2586 EB2586! - Elev Factor x Scale Factor = Combined Factor EB2586!SPC NC - 0.99999761 x 0.99992624 = 0.99992385 EB2586!UTM 17 - 0.99999761 x 0.99996533 = 0.99996294 EB2586 EB2586: Primary Azimuth Mark Grid Az EB2586:SPC NC - LOWE 113 00 27.7 EB2586:UTM 17 - LOWE 111 52 08.7 EB2586 EB2586|---------------------------------------------------------------------| EB2586| PID Reference Object Distance Geod. Az | EB2586| dddmmss.s | EB2586| EB2583 LOWE APPROX. 2.0 KM 1125615.7 | EB2586|---------------------------------------------------------------------| EB2586 EB2586 SUPERSEDED SURVEY CONTROL EB2586 EB2586 NAD 27 - 34 39 21.58034(N) 079 07 17.46707(W) AD( ) 2 EB2586 NGVD 29 (07/19/86) 49.0 (m) 161. (f) VERT ANG EB2586 EB2586.Superseded values are not recommended for survey control. EB2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2586.See file dsdata.txt to determine how the superseded data were derived. EB2586 EB2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7216236519(NAD 83) EB2586_MARKER: DE = TRAVERSE STATION DISK EB2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2586_STAMPING: PRUDY 1965 EB2586_MARK LOGO: NCGS EB2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2586+STABILITY: SURFACE MOTION EB2586 EB2586 HISTORY - Date Condition Report By EB2586 HISTORY - 1965 MONUMENTED NCGS EB2586 EB2586 STATION DESCRIPTION EB2586 EB2586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2586'PRUDY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2586'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2586' EB2586'PRUDY IS 4.2 MILES ESE OF PEMBROKE AND 6.9 MILES WNW OF EB2586'LUMBERTON. STATION IS LOCATED ON THE RIGHT OF WAY OF THE SAL EB2586'RR. IN THE SE QUADRANT OF THE SOIL SURFACE CROSSING OF SR 1573 EB2586'AND THE RAILROAD. TO REACH THE STATION FROM THE T INTERSECTION EB2586'OF NC 72 AND SR 1573, GO SOUTH 0.7 MILES ON THE SOIL SURFACE EB2586'SR 1573 TO THE RAILROAD CROSSING AND STATION. TO REACH THE EB2586'STATION FROM THE T INTERSECTION OF THE SOIL SURFACE ROADS EB2586'SR 1573 AND SR 1567, GO NE 0.4 MILES ON SR 1573 TO THE EB2586'CROSSING AND STATION. EB2586' EB2586'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED EB2586'PRUDY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2586'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2586' EB2586'MARK IS EB2586' EB2586'21.5 FT W OF C/L OF SR 1573 EB2586' EB2586'8.5 FT S OF SOUTH RAIL EB2586' EB2586'38.7 FT W OF RAILROAD CROSSING E SIGNAL EB2586' EB2586'27.9 FT S OF N RAILROAD CROSSING SIGNAL WITH ALUMINUM REF. TAG EB2586' EB2586'20.0 FT N OF JAMES MOORES DRIVE EB2586' EB2586'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3958 *********************************************************************** EB3958 DESIGNATION - PURITAN EB3958 PID - EB3958 EB3958 STATE/COUNTY- NC/ROBESON EB3958 USGS QUAD - RED SPRINGS (1974) EB3958 EB3958 *CURRENT SURVEY CONTROL EB3958 ___________________________________________________________________ EB3958* NAD 83(1986)- 34 45 59.74321(N) 079 08 00.55246(W) ADJUSTED EB3958* NAVD 88 - 55.431 (meters) 181.86 (feet) ADJUSTED EB3958 ___________________________________________________________________ EB3958 LAPLACE CORR- -5.55 (seconds) DEFLEC99 EB3958 GEOID HEIGHT- -33.21 (meters) GEOID03 EB3958 DYNAMIC HT - 55.379 (meters) 181.69 (feet) COMP EB3958 MODELED GRAV- 979,702.1 (mgal) NAVD 88 EB3958 EB3958 HORZ ORDER - SECOND EB3958 VERT ORDER - SECOND CLASS II EB3958 EB3958.The North Carolina HARNS have been completed but, EB3958.due to contractual restrictions, coordinates for these stations EB3958.will NOT be published in the near future. In the interim, the EB3958.published coordinates in North Carolina will not be EB3958.consistent with the Continuously Operating Reference Stations EB3958.(CORS). The HARN coordinates for these stations are available EB3958.upon request. Contact Gary Thompson(919-733-3836). EB3958. EB3958.In addition, the published North Carolina positions EB3958.(NAD 83 (1986)) are NOT consistent with those determined in EB3958.adjacent state readjustments. The discontinuity between stations EB3958.located in North Carolina and those in adjacent states EB3958.which have been adjusted to the HARN may be as much as 5 EB3958.decimeters. This will result in a significant loss of accuracy EB3958.over lines crossing such state borders. EB3958 EB3958 EB3958.The horizontal coordinates were established by classical geodetic methods EB3958.and adjusted by the National Geodetic Survey in April 1991. EB3958 EB3958.The orthometric height was determined by differential leveling EB3958.and adjusted by the National Geodetic Survey in October 1999. EB3958 EB3958.The Laplace correction was computed from DEFLEC99 derived deflections. EB3958 EB3958.The geoid height was determined by GEOID03. EB3958 EB3958.The dynamic height is computed by dividing the NAVD 88 EB3958.geopotential number by the normal gravity value computed on the EB3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3958.degrees latitude (g = 980.6199 gals.). EB3958 EB3958.The modeled gravity was interpolated from observed gravity values. EB3958 EB3958; North East Units Scale Factor Converg. EB3958;SPC NC - 112,780.052 597,382.079 MT 0.99990821 -0 04 37.4 EB3958;SPC NC - 370,012.55 1,959,911.04 sFT 0.99990821 -0 04 37.4 EB3958;UTM 17 - 3,848,746.774 670,815.298 MT 0.99995963 +1 03 52.6 EB3958 EB3958! - Elev Factor x Scale Factor = Combined Factor EB3958!SPC NC - 0.99999651 x 0.99990821 = 0.99990472 EB3958!UTM 17 - 0.99999651 x 0.99995963 = 0.99995614 EB3958 EB3958 SUPERSEDED SURVEY CONTROL EB3958 EB3958 NGVD 29 (04/22/91) 55.6 (m) 182. (f) VERT ANG EB3958 EB3958.Superseded values are not recommended for survey control. EB3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3958.See file dsdata.txt to determine how the superseded data were derived. EB3958 EB3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7081548747(NAD 83) EB3958_MARKER: DH = HORIZONTAL CONTROL DISK EB3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3958_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3958_STAMPING: PURITAN 1977 EB3958_MARK LOGO: NCGS EB3958_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3958+STABILITY: SURFACE MOTION EB3958 EB3958 HISTORY - Date Condition Report By EB3958 HISTORY - 1977 MONUMENTED NCGS EB3958 HISTORY - 19881228 GOOD NCGS EB3958 EB3958 STATION DESCRIPTION EB3958 EB3958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3958'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES SOUTHEAST OF RED EB3958'SPRINGS AND 12.3 MILES NORTHWEST OF LUMBERTON. EB3958' EB3958'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB3958'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 4.4 MILES TO STATION EB3958'IN LEFT SHOULDER AT ENTRANCE TO A CULTIVATED FIELD AND 0.1 MILE EB3958'SOUTHEAST OF SR 1507 CROSSROADS. EB3958' EB3958'STATION MARK IS A STANDARD DISK STAMPED---PURITAN 1977---SET IN THE EB3958'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3958'SURFACE. THE MARK IS 18.2 FEET NORTHEAST OF CENTERLINE OF NC 211, 16.5 EB3958'FEET SOUTHEAST OF CENTERLINE OF FIELD ROAD, 9.4 FEET SOUTH OF SOUTH EB3958'END OF CULVERT UNDER FIELD ROAD AND 54.9 FEET NORTHEAST OF POWER POLE EB3958'WITH TRANSFORMER AND REFERENCE TAG. EB3958 EB3958 STATION RECOVERY (1988) EB3958 EB3958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3958'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF RED SPRINGS AND EB3958'12.3 MI (19.8 KM) NORTHWEST OF LUMBERTON. ALONG NC 211 FOR 4.4 MI (7.1 EB3958'KM) SOUTHEAST FROM MAIN STREET (IN RED SPRINGS), IN LEFT SHOULDER, AT EB3958'ENTRANCE TO A CULTIVATED FIELD, AND 0.1 MI (0.2 KM) SOUTHEAST OF THE EB3958'SR 1507 CROSSROADS. MARK IS 1-FOOT LOWER THAN ROAD AND RECESSED 6 EB3958'INCHES BELOW THE GROUND. LOCATED 18.2 FT (5.5 M) NORTHEAST OF EB3958'CENTERLINE OF NC 211, 15.2 FT (4.6 M) SOUTHEAST OF THE CENTERLINE OF A EB3958'FIELD ROAD, 9.4 FT (2.9 M) SOUTH OF SOUTHEAST END OF CULVERT UNDER A EB3958'FIELD ROAD--AND 172.5 FT (52.6 M) NORTH OF TELEPHONE PEDESTAL ATTACHED EB3958'TO A POLE, 54.9 FT (16.7 M) NORTHEAST OF POWER POLE WITH A EB3958'TRANSFORMER--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3959 *********************************************************************** EB3959 DESIGNATION - PURVIS EB3959 PID - EB3959 EB3959 STATE/COUNTY- NC/ROBESON EB3959 USGS QUAD - ROWLAND (1982) EB3959 EB3959 *CURRENT SURVEY CONTROL EB3959 ___________________________________________________________________ EB3959* NAD 83(1986)- 34 35 20.22645(N) 079 15 46.84277(W) ADJUSTED EB3959* NAVD 88 - 44.2 (meters) 145. (feet) VERTCON EB3959 ___________________________________________________________________ EB3959 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EB3959 GEOID HEIGHT- -33.05 (meters) GEOID03 EB3959 EB3959 HORZ ORDER - SECOND EB3959 EB3959.The North Carolina HARNS have been completed but, EB3959.due to contractual restrictions, coordinates for these stations EB3959.will NOT be published in the near future. In the interim, the EB3959.published coordinates in North Carolina will not be EB3959.consistent with the Continuously Operating Reference Stations EB3959.(CORS). The HARN coordinates for these stations are available EB3959.upon request. Contact Gary Thompson(919-733-3836). EB3959. EB3959.In addition, the published North Carolina positions EB3959.(NAD 83 (1986)) are NOT consistent with those determined in EB3959.adjacent state readjustments. The discontinuity between stations EB3959.located in North Carolina and those in adjacent states EB3959.which have been adjusted to the HARN may be as much as 5 EB3959.decimeters. This will result in a significant loss of accuracy EB3959.over lines crossing such state borders. EB3959 EB3959 EB3959.The horizontal coordinates were established by classical geodetic methods EB3959.and adjusted by the National Geodetic Survey in April 1991. EB3959 EB3959.The NAVD 88 height was computed by applying the VERTCON shift value to EB3959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3959 EB3959.The Laplace correction was computed from DEFLEC99 derived deflections. EB3959 EB3959.The geoid height was determined by GEOID03. EB3959 EB3959; North East Units Scale Factor Converg. EB3959;SPC NC - 93,098.489 585,473.399 MT 0.99993902 -0 09 06.5 EB3959;SPC NC - 305,440.63 1,920,840.64 sFT 0.99993902 -0 09 06.5 EB3959;UTM 17 - 3,828,831.956 659,300.331 MT 0.99991279 +0 59 10.6 EB3959 EB3959! - Elev Factor x Scale Factor = Combined Factor EB3959!SPC NC - 0.99999825 x 0.99993902 = 0.99993727 EB3959!UTM 17 - 0.99999825 x 0.99991279 = 0.99991104 EB3959 EB3959 SUPERSEDED SURVEY CONTROL EB3959 EB3959 NGVD 29 (04/22/91) 44.5 (m) 146. (f) VERT ANG EB3959 EB3959.Superseded values are not recommended for survey control. EB3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3959.See file dsdata.txt to determine how the superseded data were derived. EB3959 EB3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5930028832(NAD 83) EB3959_MARKER: DE = TRAVERSE STATION DISK EB3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3959_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3959_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3959+STABILITY: SURFACE MOTION EB3959 EB3959 HISTORY - Date Condition Report By EB3959 HISTORY - 1977 MONUMENTED NCGS EB3959 EB3959 STATION DESCRIPTION EB3959 EB3959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3959'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES NORTH-NORTHEAST OF EB3959'ROWLAND AND 2.1 MILES SOUTH-SOUTHWEST OF ELROD. EB3959' EB3959'TO REACH STATION FRON THE INTERSECTION OF US 501 NC 130 WITH NC 710 EB3959'NORTHWEST OF ROWLAND, PROCEED NORTHEAST ALONG NC 710 FOR 3.75 MILES TO EB3959'INTERSECTION WITH SR 1146 AT PURVIS TO STATION ON NORTHEAST SIDE OF EB3959'CROSSROAD. EB3959' EB3959'STATION MARK IS A STANDARD DISK STAMPED---PURVIS 1977---SET IN THE EB3959'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3959'SURFACE. THE MARK IS 27.9 FEET SOUTHEAST OF CENTERLINE OF NC 710, EB3959'57.9 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1146, 50.6 FEET WEST OF EB3959'TELEPHONE POLE P 100 WITH PEDESTAL, 47.0 FEET SOUTHWEST OF METAL EB3959'NC 110 SIGN, 54.2 FEET NORTHEAST OF STOP SIGN IN TRAFFIC ISLAND WITH EB3959'REFERENCE TAG AND 75.7 FEET SOUTHEAST OF POWER SERVICE POLE TO EB3959'RESIDENT WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3960 *********************************************************************** EB3960 DESIGNATION - QUICK EB3960 PID - EB3960 EB3960 STATE/COUNTY- NC/ROBESON EB3960 USGS QUAD - GADDYSVILLE (1962) EB3960 EB3960 *CURRENT SURVEY CONTROL EB3960 ___________________________________________________________________ EB3960* NAD 83(1986)- 34 28 17.84571(N) 079 12 47.66195(W) ADJUSTED EB3960* NAVD 88 - 43.6 (meters) 143. (feet) VERTCON EB3960 ___________________________________________________________________ EB3960 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EB3960 GEOID HEIGHT- -33.29 (meters) GEOID03 EB3960 EB3960 HORZ ORDER - SECOND EB3960 EB3960.The North Carolina HARNS have been completed but, EB3960.due to contractual restrictions, coordinates for these stations EB3960.will NOT be published in the near future. In the interim, the EB3960.published coordinates in North Carolina will not be EB3960.consistent with the Continuously Operating Reference Stations EB3960.(CORS). The HARN coordinates for these stations are available EB3960.upon request. Contact Gary Thompson(919-733-3836). EB3960. EB3960.In addition, the published North Carolina positions EB3960.(NAD 83 (1986)) are NOT consistent with those determined in EB3960.adjacent state readjustments. The discontinuity between stations EB3960.located in North Carolina and those in adjacent states EB3960.which have been adjusted to the HARN may be as much as 5 EB3960.decimeters. This will result in a significant loss of accuracy EB3960.over lines crossing such state borders. EB3960 EB3960 EB3960.The horizontal coordinates were established by classical geodetic methods EB3960.and adjusted by the National Geodetic Survey in April 1991. EB3960 EB3960.The NAVD 88 height was computed by applying the VERTCON shift value to EB3960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3960 EB3960.The Laplace correction was computed from DEFLEC99 derived deflections. EB3960 EB3960.The geoid height was determined by GEOID03. EB3960 EB3960; North East Units Scale Factor Converg. EB3960;SPC NC - 80,072.771 590,011.391 MT 0.99996457 -0 07 23.1 EB3960;SPC NC - 262,705.42 1,935,729.04 sFT 0.99996457 -0 07 23.1 EB3960;UTM 17 - 3,815,899.172 664,095.614 MT 0.99993191 +1 00 41.5 EB3960 EB3960! - Elev Factor x Scale Factor = Combined Factor EB3960!SPC NC - 0.99999838 x 0.99996457 = 0.99996295 EB3960!UTM 17 - 0.99999838 x 0.99993191 = 0.99993029 EB3960 EB3960 SUPERSEDED SURVEY CONTROL EB3960 EB3960 NGVD 29 (04/22/91) 43.9 (m) 144. (f) VERT ANG EB3960 EB3960.Superseded values are not recommended for survey control. EB3960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3960.See file dsdata.txt to determine how the superseded data were derived. EB3960 EB3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6409615899(NAD 83) EB3960_MARKER: DE = TRAVERSE STATION DISK EB3960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3960_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3960_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3960+STABILITY: SURFACE MOTION EB3960 EB3960 HISTORY - Date Condition Report By EB3960 HISTORY - 1977 MONUMENTED NCGS EB3960 EB3960 STATION DESCRIPTION EB3960 EB3960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3960'THE STATION IS LOCATED APPROXIMATELY 5.9 MILES WEST-SOUTHWEST OF EB3960'FAIRMONT AND 1.6 MILES NORTH-NORTHEAST OF GRADDYSVILLE. EB3960' EB3960'TO REACH STATION FROM INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3960'PROCEED WEST ALONG NC 130 FOR 0.75 MILE TO STATION IN LEFT SHOULDER EB3960'AND 0.1 MILE WEST OF SR 2465 CROSSROAD. EB3960' EB3960'STATION MARK IS A STANDARD DISK STAMPED---QUICK 1977---SET IN THE EB3960'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3960'SURFACE. THE MARK IS 15.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EB3960'NC 130, 24.4 FEET NORTH-NORTHWEST OF A 8 INCH PINE WITH REFERENCE TAG, EB3960'31.9 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG, 44.5 FEET EAST EB3960'OF SIGN POST WITH REFERENCE TAG AND 248.2 FEET WEST OF WEST END OF EB3960'CULVERT UNDER DRIVE TO BRICK RESIDENCE ACROSS HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2619 *********************************************************************** EB2619 DESIGNATION - RAE RESET EB2619 PID - EB2619 EB2619 STATE/COUNTY- NC/ROBESON EB2619 USGS QUAD - MAXTON (1982) EB2619 EB2619 *CURRENT SURVEY CONTROL EB2619 ___________________________________________________________________ EB2619* NAD 83(1986)- 34 41 11.89930(N) 079 22 03.62012(W) ADJUSTED EB2619* NAVD 88 - 55.04 (+/-2cm) 180.6 (feet) VERTCON EB2619 ___________________________________________________________________ EB2619 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB2619 GEOID HEIGHT- -32.64 (meters) GEOID03 EB2619 EB2619 HORZ ORDER - SECOND EB2619 VERT ORDER - THIRD ? (See Below) EB2619 EB2619.The North Carolina HARNS have been completed but, EB2619.due to contractual restrictions, coordinates for these stations EB2619.will NOT be published in the near future. In the interim, the EB2619.published coordinates in North Carolina will not be EB2619.consistent with the Continuously Operating Reference Stations EB2619.(CORS). The HARN coordinates for these stations are available EB2619.upon request. Contact Gary Thompson(919-733-3836). EB2619. EB2619.In addition, the published North Carolina positions EB2619.(NAD 83 (1986)) are NOT consistent with those determined in EB2619.adjacent state readjustments. The discontinuity between stations EB2619.located in North Carolina and those in adjacent states EB2619.which have been adjusted to the HARN may be as much as 5 EB2619.decimeters. This will result in a significant loss of accuracy EB2619.over lines crossing such state borders. EB2619 EB2619 EB2619.The horizontal coordinates were established by classical geodetic methods EB2619.and adjusted by the National Geodetic Survey in July 1986. EB2619 EB2619.The NAVD 88 height was computed by applying the VERTCON shift value to EB2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2619.The vertical order pertains to the NGVD 29 superseded value. EB2619 EB2619.The Laplace correction was computed from DEFLEC99 derived deflections. EB2619 EB2619.The geoid height was determined by GEOID03. EB2619 EB2619; North East Units Scale Factor Converg. EB2619;SPC NC - 103,964.947 575,912.381 MT 0.99992090 -0 12 44.0 EB2619;SPC NC - 341,091.66 1,889,472.54 sFT 0.99992090 -0 12 44.0 EB2619;UTM 17 - 3,839,505.709 649,525.414 MT 0.99987557 +0 55 44.8 EB2619 EB2619! - Elev Factor x Scale Factor = Combined Factor EB2619!SPC NC - 0.99999648 x 0.99992090 = 0.99991738 EB2619!UTM 17 - 0.99999648 x 0.99987557 = 0.99987205 EB2619 EB2619: Primary Azimuth Mark Grid Az EB2619:SPC NC - RAE AZ MK 048 02 48.1 EB2619:UTM 17 - RAE AZ MK 046 54 19.3 EB2619 EB2619|---------------------------------------------------------------------| EB2619| PID Reference Object Distance Geod. Az | EB2619| dddmmss.s | EB2619| EB3534 RAE RM 3 10.046 METERS 00115 | EB2619| EB3531 RAE AZ MK 0475004.1 | EB2619| EB4014 UPPER 121.588 METERS 22744 | EB2619| EB3532 RAE RM 1 22.798 METERS 25021 | EB2619| EB3535 RAE RM 4 12.725 METERS 25451 | EB2619| EB3533 RAE RM 2 29.389 METERS 35108 | EB2619|---------------------------------------------------------------------| EB2619 EB2619 SUPERSEDED SURVEY CONTROL EB2619 EB2619 NAD 27 - 34 41 11.32000(N) 079 22 04.46200(W) AD( ) 2 EB2619 NGVD 29 (07/19/86) 55.33 (m) 181.5 (f) LEVELING 3 EB2619 EB2619.Superseded values are not recommended for survey control. EB2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2619.See file dsdata.txt to determine how the superseded data were derived. EB2619 EB2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4952539506(NAD 83) EB2619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2619_MAGNETIC: N = NO MAGNETIC MATERIAL EB2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2619+STABILITY: SURFACE MOTION EB2619 EB2619 HISTORY - Date Condition Report By EB2619 HISTORY - 1979 MONUMENTED NGS EB2619 EB2619 STATION DESCRIPTION EB2619 EB2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) EB2619'THE STATION MARK WAS FOUND LEANING, REFERENCE MARK 3 WAS RECOVERED EB2619'IN GOOD CONDITION, REFERENCE MARK 1 WAS FOUND DESTROYED. THE EB2619'SURFACE MARK WAS DUG OUT, THE UNDERGROUND MARK WAS LOWERED IN POSITION EB2619'AND A NEW SURFACE MARK WAS SET. REFERENCE MARK 4 WAS ESTABLISHED EB2619' EB2619'A NEW DESCRIPTION FOLLOWS-- EB2619' EB2619'THE STATION IS ABOUT 4 MILES SOUTH OF MAXTON, 420 FEET NORTHEAST EB2619'OF THE JUNCTION OF STATE ROUTES 83 AND 130 IN THE WEST EDGE OF A EB2619'CULTIVATED FIELD. EB2619' EB2619'TO REACH THE STATION FROM MAXTON, AT THE JUNCTION OF U.S. HIGHWAY EB2619'74 AND STATE ROUTES 83 AND 130, GO SOUTH ON ROUTES 83 AND 130 FOR EB2619'3.15 MILES TO STATION DEW (NCGS) ON THE LEFT AT JONES STORE. CONTINUE EB2619'SOUTH-SOUTHWEST FOR 0.35 MILE TO SR 1122 ON THE LEFT, CONTINUE EB2619'SOUTH-SOUTHWEST FOR 0.35 MILES TO A HOUSE ON THE RIGHT AND THE EB2619'STATION ON THE LEFT. EB2619' EB2619'THE SURFACE MARK IS A STANDARD DISK STAMPED---RAE 1949 1979---SET EB2619'IN THE TOP OF A CONCRETE POST 12-INCHES IN DIAMETER AND IS RECESSED EB2619'10 INCHES BELOW THE GROUND SURFACE. THE SUBSURFACE MARK IS EB2619'STAMPED---RAE 1949 1979---SET IN THE TOP OF AN IRREGULAR MASS OF EB2619'CONCRETE THAT IS 4.5 FEET BELOW THE GROUND SURFACE. THEY ARE 68 EB2619'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF AN IRRIGATION DITCH, 58 FEET EB2619'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 27.1 SOUTHEAST OF A METAL EB2619'WITNESS POST, 27 FEET SOUTH OF A 27-INCH PINE TREE WITH METAL TAG, EB2619'19 FEET SOUTHEAST OF A 23-INCH PINE TREE WITH A METAL TAG AND 1 FOOT EB2619'NORTHWEST OF A METAL WITNESS POST. EB2619' EB2619'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---RAE 1949 NO 3 1968--- EB2619'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH EB2619'THE GROUND. IT IS 39 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF AN EB2619'IRRIGATION DITCH, 35 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 22.9 EB2619'FEET NORTHEAST OF A METAL WITNESS POST, 4 FEET NORTHWEST OF THE EB2619'27-INCH PINE TREE, AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK. EB2619' EB2619'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---RAE 1949 NO 4 1979--- EB2619'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER AND EB2619'RECESSED 2 INCHES BELOW THE GROUND. IT IS 70.5 FEET OF AN UNDERGROUND EB2619'TELEPHONE CABLE, WARNING POST, 40.7 FEET SOUTHEAST OF THE CENTERLINE EB2619'OF THE HIGHWAY, 39.5 SOUTHWEST OF A METAL WITNESS POST, 17 FEET SOUTH EB2619'OF AN 18-INCH PINE TREE, 88 FEET EAST OF THE ENTRANCE OF A PRIVATE EB2619'DRIVE AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK. EB2619' EB2619'NORTH CAROLINA GEODETIC SURVEY STATION MARK IS A STANDARD DISK EB2619'STAMPED---DEW 1977---SET IN THE TOP OF A ROUND CONCRETE POST, 10 EB2619'INCHES IN DIAMETER THAT IS RECESSED 4 INCHES BELOW THE GROUND EB2619'SURFACE. IT IS 54.3 FEET NORTHEAST OF THE NORTH-MOST CORNER OF A EB2619'JONES GROCERY STORE, A BLOCK BUILDING, 46.4 FEET NORTH OF A 24-INCH, EB2619'TWIN TRUNK CHINABERRY TREE, 28.2 FEET SOUTHEAST OF THE CENTERLINE OF EB2619'STATE ROUTE 130, 24.3 FEET NORTHEAST OF A 10-INCH METAL, SIGN POST AND EB2619'4.8 FEET NORTH OF THE WEST LEG OF A SIGN POST FOR THE GROCERY STORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3534 *********************************************************************** EB3534 DESIGNATION - RAE RM 3 EB3534 PID - EB3534 EB3534 STATE/COUNTY- NC/ROBESON EB3534 USGS QUAD - MAXTON (1982) EB3534 EB3534 *CURRENT SURVEY CONTROL EB3534 ___________________________________________________________________ EB3534* NAD 83(1986)- 34 41 12.22524(N) 079 22 03.61155(W) ADJUSTED EB3534* NAVD 88 - 55.02 (+/-2cm) 180.5 (feet) VERTCON EB3534 ___________________________________________________________________ EB3534 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB3534 GEOID HEIGHT- -32.64 (meters) GEOID03 EB3534 EB3534 HORZ ORDER - SECOND EB3534 VERT ORDER - THIRD ? (See Below) EB3534 EB3534.The North Carolina HARNS have been completed but, EB3534.due to contractual restrictions, coordinates for these stations EB3534.will NOT be published in the near future. In the interim, the EB3534.published coordinates in North Carolina will not be EB3534.consistent with the Continuously Operating Reference Stations EB3534.(CORS). The HARN coordinates for these stations are available EB3534.upon request. Contact Gary Thompson(919-733-3836). EB3534. EB3534.In addition, the published North Carolina positions EB3534.(NAD 83 (1986)) are NOT consistent with those determined in EB3534.adjacent state readjustments. The discontinuity between stations EB3534.located in North Carolina and those in adjacent states EB3534.which have been adjusted to the HARN may be as much as 5 EB3534.decimeters. This will result in a significant loss of accuracy EB3534.over lines crossing such state borders. EB3534 EB3534 EB3534.The horizontal coordinates were established by classical geodetic methods EB3534.and adjusted by the National Geodetic Survey in April 1991. EB3534 EB3534.The NAVD 88 height was computed by applying the VERTCON shift value to EB3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3534.The vertical order pertains to the NGVD 29 superseded value. EB3534 EB3534.The Laplace correction was computed from DEFLEC99 derived deflections. EB3534 EB3534.The geoid height was determined by GEOID03. EB3534 EB3534; North East Units Scale Factor Converg. EB3534;SPC NC - 103,974.990 575,912.636 MT 0.99992088 -0 12 43.9 EB3534;SPC NC - 341,124.61 1,889,473.37 sFT 0.99992088 -0 12 43.9 EB3534;UTM 17 - 3,839,515.753 649,525.469 MT 0.99987557 +0 55 44.8 EB3534 EB3534! - Elev Factor x Scale Factor = Combined Factor EB3534!SPC NC - 0.99999649 x 0.99992088 = 0.99991737 EB3534!UTM 17 - 0.99999649 x 0.99987557 = 0.99987206 EB3534 EB3534 SUPERSEDED SURVEY CONTROL EB3534 EB3534 NGVD 29 (04/22/91) 55.31 (m) 181.5 (f) LEVELING 3 EB3534 EB3534.Superseded values are not recommended for survey control. EB3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3534.See file dsdata.txt to determine how the superseded data were derived. EB3534 EB3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4952539516(NAD 83) EB3534_MARKER: DR = REFERENCE MARK DISK EB3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3534+STABILITY: SURFACE MOTION EB3534 EB3534 HISTORY - Date Condition Report By EB3534 HISTORY - 1968 MONUMENTED CGS EB3534 HISTORY - 1977 GOOD NCGS EB3534 HISTORY - 1988 GOOD USPSQD EB3534 EB3534 STATION DESCRIPTION EB3534 EB3534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3534'STATION IS LOCATED AT THE JUNCTION OF NC 130 AND NC 83 APPROXIMATELY EB3534'4 MILES SOUTH OF MAXTON. EB3534' EB3534'STATION IS A STANDARD DISK STAMPED---RAE NO 3 1949---SET IN TOP OF A EB3534'A SQUARE CONCRETE MONUMENT, 3 INCHES ABOVE GROUND SURFACE. MARK IS EB3534'35 FEET SOUTHEAST OF THE CENTERLINE OF NC 83 AND 39 FEET SOUTHWEST OF EB3534'IRRIGATION DITCH AND 22.8 FEET NORTHEAST OF WITNESS POST. EB3534 EB3534 STATION RECOVERY (1988) EB3534 EB3534'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3534'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2620 *********************************************************************** EB2620 DESIGNATION - RAEMON EB2620 PID - EB2620 EB2620 STATE/COUNTY- NC/ROBESON EB2620 USGS QUAD - MAXTON (1982) EB2620 EB2620 *CURRENT SURVEY CONTROL EB2620 ___________________________________________________________________ EB2620* NAD 83(1986)- 34 38 00.86696(N) 079 20 28.65093(W) ADJUSTED EB2620* NAVD 88 - 49.98 (meters) 164.0 (feet) LEVELING EB2620 ___________________________________________________________________ EB2620 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EB2620 GEOID HEIGHT- -32.77 (meters) GEOID03 EB2620 EB2620 HORZ ORDER - SECOND EB2620 VERT ORDER - THIRD ? EB2620 EB2620.The North Carolina HARNS have been completed but, EB2620.due to contractual restrictions, coordinates for these stations EB2620.will NOT be published in the near future. In the interim, the EB2620.published coordinates in North Carolina will not be EB2620.consistent with the Continuously Operating Reference Stations EB2620.(CORS). The HARN coordinates for these stations are available EB2620.upon request. Contact Gary Thompson(919-733-3836). EB2620. EB2620.In addition, the published North Carolina positions EB2620.(NAD 83 (1986)) are NOT consistent with those determined in EB2620.adjacent state readjustments. The discontinuity between stations EB2620.located in North Carolina and those in adjacent states EB2620.which have been adjusted to the HARN may be as much as 5 EB2620.decimeters. This will result in a significant loss of accuracy EB2620.over lines crossing such state borders. EB2620 EB2620 EB2620.The horizontal coordinates were established by classical geodetic methods EB2620.and adjusted by the National Geodetic Survey in July 1986. EB2620 EB2620.The orthometric height was determined by differential leveling. EB2620.The vertical network tie was performed by a horz. field party for horz. EB2620.obs reductions. Reset procedures were used to establish the elevation. EB2620 EB2620.The Laplace correction was computed from DEFLEC99 derived deflections. EB2620 EB2620.The geoid height was determined by GEOID03. EB2620 EB2620; North East Units Scale Factor Converg. EB2620;SPC NC - 98,070.108 578,309.294 MT 0.99993038 -0 11 49.1 EB2620;SPC NC - 321,751.68 1,897,336.41 sFT 0.99993038 -0 11 49.1 EB2620;SPC SC - 311,766.968 761,675.939 MT 0.99993513 +0 55 10.5 EB2620;SPC SC - 1,022,857.51 2,498,936.81 iFT 0.99993513 +0 55 10.5 EB2620;UTM 17 - 3,833,660.015 652,039.079 MT 0.99988492 +0 56 34.3 EB2620 EB2620! - Elev Factor x Scale Factor = Combined Factor EB2620!SPC NC - 0.99999730 x 0.99993038 = 0.99992768 EB2620!SPC SC - 0.99999730 x 0.99993513 = 0.99993243 EB2620!UTM 17 - 0.99999730 x 0.99988492 = 0.99988222 EB2620 EB2620: Primary Azimuth Mark Grid Az EB2620:SPC NC - RAEMON AZ MK 306 42 28.5 EB2620:SPC SC - RAEMON AZ MK 305 35 28.9 EB2620:UTM 17 - RAEMON AZ MK 305 34 05.1 EB2620 EB2620|---------------------------------------------------------------------| EB2620| PID Reference Object Distance Geod. Az | EB2620| dddmmss.s | EB2620| EB3537 RAEMON RM 1 32.068 METERS 02041 | EB2620| EB3538 RAEMON RM 2 34.256 METERS 14400 | EB2620| EB3539 RAEMON RM 3 14.377 METERS 14439 | EB2620| EB3536 RAEMON AZ MK 3063039.4 | EB2620|---------------------------------------------------------------------| EB2620 EB2620 SUPERSEDED SURVEY CONTROL EB2620 EB2620 NAD 27 - 34 38 00.28300(N) 079 20 29.49400(W) AD( ) 2 EB2620 NGVD 29 (07/19/86) 50.27 (m) 164.9 (f) LEVELING 3 EB2620 EB2620.Superseded values are not recommended for survey control. EB2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2620.See file dsdata.txt to determine how the superseded data were derived. EB2620 EB2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5203933660(NAD 83) EB2620_MARKER: DS = TRIANGULATION STATION DISK EB2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2620_STAMPING: RAEMON 1949 EB2620_MARK LOGO: CGS EB2620_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2620+STABILITY: SURFACE MOTION EB2620 EB2620 HISTORY - Date Condition Report By EB2620 HISTORY - 1949 MONUMENTED CGS EB2620 HISTORY - 1968 GOOD CGS EB2620 HISTORY - 1971 GOOD USGS EB2620 HISTORY - 19930921 GOOD NCGS EB2620 EB2620 STATION DESCRIPTION EB2620 EB2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2620'STATION IS LOCATED IN THE ANGLE FORMED BY THE Y INTERSECTION OF EB2620'STATE HIGHWAYS 130 AND 501 ABOUT 7 MILES NORTHWEST OF EB2620'ROWLAND. IT IS 299 FEET NORTHWEST OF INTERSECTION, 36 FEET EB2620'WEST OF CENTER OF HIGHWAY 130 AND 33 FEET EAST OF CENTER OF EB2620'HIGHWAY 501. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EB2620'STAMPED RAEMON 1949. EB2620' EB2620'REFERENCE MARK NO. 1 IS 46 FEET EAST OF CENTER OF HIGHWAY 130 EB2620'AND 1 FOOT SOUTH OF THE SOUTH END OF A SHED. THE MARK IS FLUSH EB2620'WITH THE GROUND AND THE DISK IS STAMPED RAEMON NO 1 1949. EB2620' EB2620'REFERENCE MARK NO. 2 IS 18 FEET EAST OF CENTER OF HIGHWAY 501 EB2620'AND 18 FEET WEST OF CENTER OF HIGHWAY 130. THE MARK PROJECTS EB2620'ABOUT 2 INCHES AND THE DISK IS STAMPED RAEMON NO 2 1949. EB2620' EB2620'AZIMUTH MARK IS 35 FEET NORTHWEST OF A DIRT ROAD, 26 FEET EB2620'NORTHEAST OF CENTER OF HIGHWAY 501 AND 3 FEET SOUTHEAST OF A EB2620'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE EB2620'DISK IS STAMPED RAEMON 1949. EB2620' EB2620'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON EB2620'HIGHWAY 501 FOR 0.5 MILE TO MARK ON RIGHT AS DESCRIBED. EB2620' EB2620'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EB2620 EB2620 STATION RECOVERY (1968) EB2620 EB2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2620'LOCATED IN THE ANGLE FORMED BY THE Y INTERSECTION OF U.S. EB2620'HIGHWAY 501 AND STATE HIGHWAY 130, WHICH IS HALF WAY BETWEEN EB2620'ROWLAND AND MAXTON (7.5 MILES FROM EACH) AND 0.5 MILE SOUTHEAST EB2620'OF THE CENTER OF RAEMON. STATION MARK, STAMPED RAEMON F4 1949, EB2620'IS 4 INCHES BELOW THE GROUND ON THE SOUTHEAST EDGE OF A DIRT EB2620'CUTOFF BETWEEN THE HIGHWAYS, 125 FEET SOUTHEAST OF A SMALL EB2620'STORE AND FILLING STATION, 121 FEET NORTHWEST OF THE POINT OF EB2620'GRASS AT THE SOUTHEAST POINT OF THE TRIANGLE, 59 FEET EB2620'SOUTHEAST OF MOBIL SIGNPOST, 43.7 FEET SOUTHEAST OF A DRIVEN EB2620'WELL WITH IRON HAND PUMP ATTACHED, 33.5 FEET SOUTH OF THE EB2620'CONCRETE HEADWALL OF A CULVERT UNDER HY. 130, 34 FEET EB2620'WEST OF THE CENTER OF HIGHWAY 130, 33 FEET EAST OF THE CENTER EB2620'OF HIGHWAY 501 AND 10 FEET NORTHWEST OF A METAL WITNESS EB2620'POST. EB2620' EB2620'RM 1 IS FLUSH, 49 FEET NORTH OF THE NORTHEAST END OF THE EB2620'CULVERT AND 46 FEET EAST OF THE CENTER OF HIGHWAY 130, IN A EB2620'CULTIVATED FIELD. EB2620' EB2620'RM 2 WAS NOT RECOVERED AND IS PROBABLY DESTROYED, AS ANGLE AND EB2620'DISTANCE WERE MEASURED AND THE SPOT DUG AND PROBED. EB2620' EB2620'RM 3 WAS SET AND ESTABLISHED. IT IS A STANDARD DISK STAMPED EB2620'RAEMON NO 3 1949 1968, SET IN THE TOP OF A SQUARE CONCRETE EB2620'MONUMENT THAT IS FLUSH. IT IS 74 FEET NORTHWEST OF EB2620'THE POINT OF GRASS, 30 FEET WEST OF THE CENTER OF HIGHWAY 130, EB2620'28 FEET EAST OF THE CENTER OF HIGHWAY 501 AND 37.1 FEET EB2620'SOUTHEAST OF THE WITNESS POST. EB2620' EB2620'AZIMUTH MARK WAS NOT RECOVERED AND IS PROBABLY DESTROYED, AS EB2620'MEASUREMENTS FROM REFERENCE POINTS SHOW IT TO HAVE BEEN AT EDGE EB2620'OF PRESENT PAVEMENT OF COUNTY ROAD 1131. EB2620' EB2620'TO REACH FROM ROWLAND, GO NORTHWEST ON HIGHWAY 130-501 FOR 7.5 EB2620'MILES TO Y INTERSECTION WHERE THE ROUTES DIVIDE AND THE STATION. EB2620' EB2620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2620'0.5 MILE SOUTHEAST OF RAEMON. EB2620 EB2620 STATION RECOVERY (1971) EB2620 EB2620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2620'LOCATED IN Y INT OF U.S. 501 AND NC 130, 7 MI NW OF ROWLAND EB2620'STATION OK. RM 1 AND 2 AND AZI MK NOT FOUND. NEW RM 3 EST. EB2620'1968 O.K. EB2620 EB2620 STATION RECOVERY (1993) EB2620 EB2620'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB2620'RECOVERED AS DESCRIBED. LOCAL SURVEYOR HAS CUT A SMALL HOLE THRU THE EB2620'ASPHALT OF THE CROSSOVER LANE OF NC 130 TO MAKE THE DISK ACCESSIBLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9821 *********************************************************************** AG9821 DESIGNATION - RAEMON AZ MK 2 AG9821 PID - AG9821 AG9821 STATE/COUNTY- NC/ROBESON AG9821 USGS QUAD - MAXTON (1982) AG9821 AG9821 *CURRENT SURVEY CONTROL AG9821 ___________________________________________________________________ AG9821* NAD 83(1986)- 34 38 16.16962(N) 079 20 53.56741(W) ADJUSTED AG9821* NAVD 88 - 50.7 (meters) 166. (feet) VERT ANG AG9821 ___________________________________________________________________ AG9821 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AG9821 GEOID HEIGHT- -32.74 (meters) GEOID03 AG9821 AG9821 HORZ ORDER - SECOND AG9821 AG9821.The North Carolina HARNS have been completed but, AG9821.due to contractual restrictions, coordinates for these stations AG9821.will NOT be published in the near future. In the interim, the AG9821.published coordinates in North Carolina will not be AG9821.consistent with the Continuously Operating Reference Stations AG9821.(CORS). The HARN coordinates for these stations are available AG9821.upon request. Contact Gary Thompson(919-733-3836). AG9821. AG9821.In addition, the published North Carolina positions AG9821.(NAD 83 (1986)) are NOT consistent with those determined in AG9821.adjacent state readjustments. The discontinuity between stations AG9821.located in North Carolina and those in adjacent states AG9821.which have been adjusted to the HARN may be as much as 5 AG9821.decimeters. This will result in a significant loss of accuracy AG9821.over lines crossing such state borders. AG9821 AG9821 AG9821.The horizontal coordinates were established by classical geodetic methods AG9821.and adjusted by the National Geodetic Survey in July 1998. AG9821 AG9821.The orthometric height was determined by vertical angle observations. AG9821 AG9821.The Laplace correction was computed from DEFLEC99 derived deflections. AG9821 AG9821.The geoid height was determined by GEOID03. AG9821 AG9821; North East Units Scale Factor Converg. AG9821;SPC NC - 98,543.827 577,676.365 MT 0.99992959 -0 12 03.5 AG9821;SPC NC - 323,305.87 1,895,259.87 sFT 0.99992959 -0 12 03.5 AG9821;UTM 17 - 3,834,121.027 651,396.881 MT 0.99988252 +0 56 20.5 AG9821 AG9821! - Elev Factor x Scale Factor = Combined Factor AG9821!SPC NC - 0.99999718 x 0.99992959 = 0.99992677 AG9821!UTM 17 - 0.99999718 x 0.99988252 = 0.99987970 AG9821 AG9821 SUPERSEDED SURVEY CONTROL AG9821 AG9821.No superseded survey control is available for this station. AG9821 AG9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5139734121(NAD 83) AG9821_MARKER: DZ = AZIMUTH MARK DISK AG9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9821_STAMPING: RAEMON 2 1993 AG9821_MARK LOGO: NGS AG9821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9821+STABILITY: SURFACE MOTION AG9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9821+SATELLITE: SATELLITE OBSERVATIONS - 1993 AG9821 AG9821 HISTORY - Date Condition Report By AG9821 HISTORY - 1993 MONUMENTED NCGS AG9821 AG9821 STATION DESCRIPTION AG9821 AG9821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) AG9821'STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF MAXTON AND 7.6 MI AG9821'(12.2 KM) NORTHWEST OF ROWLAND. ALONG US 501 FOR 0.45 MI (0.72 KM) AG9821'NORTHWEST FROM NC 130 INTERSECTION TO SR 1131 (MIDWAY ROAD)/SR 1132 AG9821'(MCCALLUM ROAD) CROSSROADS, TO STATION IN SHOULDER OF NORTHERN MOST AG9821'QUADRANT. MARK IS ABOUT 1-FOOT LOWER THAN THE HIGHWAY AND IS RECESSED AG9821'8 INCHES BELOW THE GROUND. LOCATED 20.4 FT (6.2 M) NORTHEAST OF THE AG9821'CENTERLINE OF THE HIGHWAY, 42.0 FT (12.8 M) NORTHWEST OF SR 1131 AG9821'(MIDWAY ROAD), 6.4 FT (2.0 M) SOUTH-SOUTHWEST OF THE NORTHWEST END OF AG9821'A HIGHWAY CULVERT--AND 129.3 FT (39.4 M) SOUTHEAST OF A POWER POLE, AG9821'AND 103.5 FT (31.5 M) EAST OF A LIGHT POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3961 *********************************************************************** EB3961 DESIGNATION - RAFT EB3961 PID - EB3961 EB3961 STATE/COUNTY- NC/ROBESON EB3961 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3961 EB3961 *CURRENT SURVEY CONTROL EB3961 ___________________________________________________________________ EB3961* NAD 83(1986)- 34 42 30.06595(N) 079 04 45.20693(W) ADJUSTED EB3961* NAVD 88 - 42.108 (meters) 138.15 (feet) ADJUSTED EB3961 ___________________________________________________________________ EB3961 LAPLACE CORR- -5.89 (seconds) DEFLEC99 EB3961 GEOID HEIGHT- -33.54 (meters) GEOID03 EB3961 DYNAMIC HT - 42.068 (meters) 138.02 (feet) COMP EB3961 MODELED GRAV- 979,683.1 (mgal) NAVD 88 EB3961 EB3961 HORZ ORDER - SECOND EB3961 VERT ORDER - SECOND CLASS II EB3961 EB3961.The North Carolina HARNS have been completed but, EB3961.due to contractual restrictions, coordinates for these stations EB3961.will NOT be published in the near future. In the interim, the EB3961.published coordinates in North Carolina will not be EB3961.consistent with the Continuously Operating Reference Stations EB3961.(CORS). The HARN coordinates for these stations are available EB3961.upon request. Contact Gary Thompson(919-733-3836). EB3961. EB3961.In addition, the published North Carolina positions EB3961.(NAD 83 (1986)) are NOT consistent with those determined in EB3961.adjacent state readjustments. The discontinuity between stations EB3961.located in North Carolina and those in adjacent states EB3961.which have been adjusted to the HARN may be as much as 5 EB3961.decimeters. This will result in a significant loss of accuracy EB3961.over lines crossing such state borders. EB3961 EB3961 EB3961.The horizontal coordinates were established by classical geodetic methods EB3961.and adjusted by the National Geodetic Survey in April 1991. EB3961 EB3961.The orthometric height was determined by differential leveling EB3961.and adjusted by the National Geodetic Survey in October 1999. EB3961 EB3961.The Laplace correction was computed from DEFLEC99 derived deflections. EB3961 EB3961.The geoid height was determined by GEOID03. EB3961 EB3961.The dynamic height is computed by dividing the NAVD 88 EB3961.geopotential number by the normal gravity value computed on the EB3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3961.degrees latitude (g = 980.6199 gals.). EB3961 EB3961.The modeled gravity was interpolated from observed gravity values. EB3961 EB3961; North East Units Scale Factor Converg. EB3961;SPC NC - 106,313.989 602,344.027 MT 0.99991726 -0 02 44.6 EB3961;SPC NC - 348,798.48 1,976,190.36 sFT 0.99991726 -0 02 44.6 EB3961;UTM 17 - 3,842,380.403 675,905.279 MT 0.99998139 +1 05 38.3 EB3961 EB3961! - Elev Factor x Scale Factor = Combined Factor EB3961!SPC NC - 0.99999865 x 0.99991726 = 0.99991591 EB3961!UTM 17 - 0.99999865 x 0.99998139 = 0.99998004 EB3961 EB3961 SUPERSEDED SURVEY CONTROL EB3961 EB3961 NGVD 29 (04/22/91) 42.3 (m) 139. (f) VERT ANG EB3961 EB3961.Superseded values are not recommended for survey control. EB3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3961.See file dsdata.txt to determine how the superseded data were derived. EB3961 EB3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7590542380(NAD 83) EB3961_MARKER: DH = HORIZONTAL CONTROL DISK EB3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3961_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3961_STAMPING: RAFT 1977 EB3961_MARK LOGO: NCGS EB3961_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3961+STABILITY: SURFACE MOTION EB3961 EB3961 HISTORY - Date Condition Report By EB3961 HISTORY - 1977 MONUMENTED NCGS EB3961 HISTORY - 19881228 GOOD NCGS EB3961 EB3961 STATION DESCRIPTION EB3961 EB3961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3961'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES NORTHWEST OF LUMBERTON EB3961'AND 9.3 MILES SOUTHEAST OF RED SPRINGS. EB3961' EB3961'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB3961'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 9.7 MILES TO STATION EB3961'IN RIGHT SHOULDER APPROXIMATELY 300 FEET WEST OF A POWER LINE CROSSING EB3961'HIGHWAY, 0.25 MILE WEST OF A BRIDGE OVER RAFT SWAMP AND 0.25 MILE EAST EB3961'OF INTERSECTION WITH SR 1003 LEADING SOUTH. EB3961' EB3961'STATION MARK IS A STANDARD DISK STAMPED---RAFT 1977---SET IN THE TOP EB3961'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3961'THE MARK IS 19.9 FEET SOUTH OF CENTERLINE OF NC 211, 26.9 FEET NORTH EB3961'OF A 4 INCH PINE, 44.9 FEET NORTHWEST OF A 4 INCH PINE, 68.8 FEET EB3961'SOUTH-SOUTHWEST OF A 6 INCH GUM AND 78.2 FEET SOUTH-SOUTHWEST OF AN 8 EB3961'INCH GUM ALL WITH REFERENCE TAGS. EB3961 EB3961 STATION RECOVERY (1988) EB3961 EB3961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3961'STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF LUMBERTON AND EB3961'9.3 MI (15.0 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH EB3961'AVENUE) FOR 9.7 MI (15.6 KM) SOUTHEAST FROM MAIN STREET (IN RED EB3961'SPRINGS), IN THE RIGHT SHOULDER, OR 0.25 MI (0.40 KM) WEST OF A BRIDGE EB3961'OVER RAFT SWAMP AND 0.25 MI (0.40 KM) EAST OF SR 1003 LEADING SOUTH. EB3961'MARK IS 1-FOOT BELOW HIGHWAY AND IS RECESSED 6 INCHES BELOW GROUND. EB3961'LOCATED 19.9 FT (6.1 M) SOUTH OF CENTERLINE OF NC 211, 6.0 FT (1.8 M) EB3961'NORTH OF A WITNESS SIGN--AND 78.2 FT (23.8 M) SOUTH-SOUTHWEST OF A EB3961'12-INCH GUM, 75.5 FT (23.0 M) NORTHWEST OF A 10-INCH GUM, 113.5 FT EB3961'(34.6 M) EAST OF A 14-INCH GUM--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3963 *********************************************************************** EB3963 DESIGNATION - RANSOM EB3963 PID - EB3963 EB3963 STATE/COUNTY- NC/ROBESON EB3963 USGS QUAD - PEMBROKE (1982) EB3963 EB3963 *CURRENT SURVEY CONTROL EB3963 ___________________________________________________________________ EB3963* NAD 83(1986)- 34 41 39.03817(N) 079 13 18.84994(W) ADJUSTED EB3963* NAVD 88 - 53.4 (meters) 175. (feet) VERTCON EB3963 ___________________________________________________________________ EB3963 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB3963 GEOID HEIGHT- -33.06 (meters) GEOID03 EB3963 EB3963 HORZ ORDER - SECOND EB3963 EB3963.The North Carolina HARNS have been completed but, EB3963.due to contractual restrictions, coordinates for these stations EB3963.will NOT be published in the near future. In the interim, the EB3963.published coordinates in North Carolina will not be EB3963.consistent with the Continuously Operating Reference Stations EB3963.(CORS). The HARN coordinates for these stations are available EB3963.upon request. Contact Gary Thompson(919-733-3836). EB3963. EB3963.In addition, the published North Carolina positions EB3963.(NAD 83 (1986)) are NOT consistent with those determined in EB3963.adjacent state readjustments. The discontinuity between stations EB3963.located in North Carolina and those in adjacent states EB3963.which have been adjusted to the HARN may be as much as 5 EB3963.decimeters. This will result in a significant loss of accuracy EB3963.over lines crossing such state borders. EB3963 EB3963 EB3963.The horizontal coordinates were established by classical geodetic methods EB3963.and adjusted by the National Geodetic Survey in April 1991. EB3963 EB3963.The NAVD 88 height was computed by applying the VERTCON shift value to EB3963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3963 EB3963.The Laplace correction was computed from DEFLEC99 derived deflections. EB3963 EB3963.The geoid height was determined by GEOID03. EB3963 EB3963; North East Units Scale Factor Converg. EB3963;SPC NC - 104,761.507 589,270.695 MT 0.99991962 -0 07 41.1 EB3963;SPC NC - 343,705.04 1,933,298.94 sFT 0.99991962 -0 07 41.1 EB3963;UTM 17 - 3,840,568.057 662,864.962 MT 0.99992694 +1 00 44.3 EB3963 EB3963! - Elev Factor x Scale Factor = Combined Factor EB3963!SPC NC - 0.99999680 x 0.99991962 = 0.99991642 EB3963!UTM 17 - 0.99999680 x 0.99992694 = 0.99992374 EB3963 EB3963 SUPERSEDED SURVEY CONTROL EB3963 EB3963 NGVD 29 (04/22/91) 53.7 (m) 176. (f) VERT ANG EB3963 EB3963.Superseded values are not recommended for survey control. EB3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3963.See file dsdata.txt to determine how the superseded data were derived. EB3963 EB3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6286540568(NAD 83) EB3963_MARKER: DE = TRAVERSE STATION DISK EB3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3963_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3963_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3963+STABILITY: SURFACE MOTION EB3963 EB3963 HISTORY - Date Condition Report By EB3963 HISTORY - 1977 MONUMENTED NCGS EB3963 EB3963 STATION DESCRIPTION EB3963 EB3963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3963'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES SOUTH-SOUTHWEST OF RED EB3963'SPRINGS AND 1.9 MILES WEST-NORTHWEST OF PEMBROKE. EB3963' EB3963'TO REACH STATION FROM THE INTERSECTION OF THE NC 710 AND NC 711 WEST EB3963'OF PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 0.85 MILE TO SR 1515 ON EB3963'RIGHT AND STATION IN THE SOUTHEAST QUADRANT. EB3963' EB3963'STATION MARK IS A STANDARD DISK STAMPED---RANSOM 1977---SET IN THE EB3963'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3963'SURFACE. THE MARK IS 24.4 FEET SOUTHEAST OF CENTERLINE OF NC 710, EB3963'45.0 FEET SOUTH OF CENTERLINE INTERSECTION OF ROADS, 77.1 FEET EB3963'SOUTHEAST OF TELEPHONE POLE JUNCTION BOX 15, 59.6 FEET SOUTHWEST OF EB3963'OF STOP SIGN POST, 117.5 FEET NORTHEAST OF RAILROAD SIGN AND 141.9 EB3963'FEET NORTHEAST OF A 10 INCH CONCRETE CULVERT UNDER DRIVEWAY AND 69.9 EB3963'FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3965 *********************************************************************** EB3965 DESIGNATION - RED SPGS LUM RIVER REA MAST EB3965 PID - EB3965 EB3965 STATE/COUNTY- NC/ROBESON EB3965 USGS QUAD - RED SPRINGS (1974) EB3965 EB3965 *CURRENT SURVEY CONTROL EB3965 ___________________________________________________________________ EB3965* NAD 83(1986)- 34 48 06.02623(N) 079 09 00.35145(W) ADJUSTED EB3965* NAVD 88 - EB3965 ___________________________________________________________________ EB3965 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EB3965 GEOID HEIGHT- -33.10 (meters) GEOID03 EB3965 EB3965 HORZ ORDER - THIRD EB3965 EB3965.The North Carolina HARNS have been completed but, EB3965.due to contractual restrictions, coordinates for these stations EB3965.will NOT be published in the near future. In the interim, the EB3965.published coordinates in North Carolina will not be EB3965.consistent with the Continuously Operating Reference Stations EB3965.(CORS). The HARN coordinates for these stations are available EB3965.upon request. Contact Gary Thompson(919-733-3836). EB3965. EB3965.In addition, the published North Carolina positions EB3965.(NAD 83 (1986)) are NOT consistent with those determined in EB3965.adjacent state readjustments. The discontinuity between stations EB3965.located in North Carolina and those in adjacent states EB3965.which have been adjusted to the HARN may be as much as 5 EB3965.decimeters. This will result in a significant loss of accuracy EB3965.over lines crossing such state borders. EB3965 EB3965 EB3965.The horizontal coordinates were established by classical geodetic methods EB3965.and adjusted by the National Geodetic Survey in April 1991. EB3965 EB3965 EB3965.The Laplace correction was computed from DEFLEC99 derived deflections. EB3965 EB3965.The geoid height was determined by GEOID03. EB3965 EB3965; North East Units Scale Factor Converg. EB3965;SPC NC - 116,673.356 595,867.438 MT 0.99990325 -0 05 11.9 EB3965;SPC NC - 382,785.84 1,954,941.75 sFT 0.99990325 -0 05 11.9 EB3965;UTM 17 - 3,852,609.308 669,223.271 MT 0.99995296 +1 03 21.8 EB3965 EB3965 SUPERSEDED SURVEY CONTROL EB3965 EB3965.No superseded survey control is available for this station. EB3965 EB3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6922352609(NAD 83) EB3965_MARKER: 42 = RADIO/TV MAST EB3965 EB3965 HISTORY - Date Condition Report By EB3965 HISTORY - 1977 FIRST OBSERVED NCGS EB3965 EB3965 STATION DESCRIPTION EB3965 EB3965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3965'THE STATION, RED SPRINGS LUMBER RIVER RUAL ELECTRIC ASSOCIATION RADIO EB3965'MAST, IS THE RED LIGHT ON TOP OF MAST APPROXIMATELY 350 FEET TALL, EB3965'TRIANGULAR STRUCTURE MADE OF ANGLE STEEL. EB3965' EB3965'THE STATION IS LOCATED 2.1 MILES EAST-SOUTHEAST OF RED SPRINGS. EB3965' EB3965'TO REACH STATION FROM MAIN STREET AND FOURTH AVENUE IN RED SPRINGS, EB3965'PROCEED 2.0 MILES SOUTHEAST ALONG NC 211 TO SR 1505, THENCE NORTHEAST EB3965'ALONG SR 1505 FOR 0.6 MILE TO INTERSECTION WITH SR 1774, THENCE EB3965'SOUTHEAST ALONG SR 17774 FOR 0.1 MILE TO STATION ON LEFT APPROXIMATELY EB3965'250 FEET NORTHEAST OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2571 *********************************************************************** EB2571 DESIGNATION - RED SPRINGS MUNICIPAL TANK EB2571 PID - EB2571 EB2571 STATE/COUNTY- NC/ROBESON EB2571 USGS QUAD - RED SPRINGS (1974) EB2571 EB2571 *CURRENT SURVEY CONTROL EB2571 ___________________________________________________________________ EB2571* NAD 83(1986)- 34 48 52.23498(N) 079 11 00.24075(W) ADJUSTED EB2571* NAVD 88 - EB2571 ___________________________________________________________________ EB2571 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB2571 GEOID HEIGHT- -33.00 (meters) GEOID03 EB2571 EB2571 HORZ ORDER - THIRD EB2571 EB2571.The North Carolina HARNS have been completed but, EB2571.due to contractual restrictions, coordinates for these stations EB2571.will NOT be published in the near future. In the interim, the EB2571.published coordinates in North Carolina will not be EB2571.consistent with the Continuously Operating Reference Stations EB2571.(CORS). The HARN coordinates for these stations are available EB2571.upon request. Contact Gary Thompson(919-733-3836). EB2571. EB2571.In addition, the published North Carolina positions EB2571.(NAD 83 (1986)) are NOT consistent with those determined in EB2571.adjacent state readjustments. The discontinuity between stations EB2571.located in North Carolina and those in adjacent states EB2571.which have been adjusted to the HARN may be as much as 5 EB2571.decimeters. This will result in a significant loss of accuracy EB2571.over lines crossing such state borders. EB2571 EB2571 EB2571.The horizontal coordinates were established by classical geodetic methods EB2571.and adjusted by the National Geodetic Survey in July 1986. EB2571 EB2571 EB2571.The Laplace correction was computed from DEFLEC99 derived deflections. EB2571 EB2571.The geoid height was determined by GEOID03. EB2571 EB2571; North East Units Scale Factor Converg. EB2571;SPC NC - 118,102.295 592,822.919 MT 0.99990153 -0 06 21.1 EB2571;SPC NC - 387,473.95 1,944,953.19 sFT 0.99990153 -0 06 21.1 EB2571;UTM 17 - 3,853,977.294 666,150.719 MT 0.99994025 +1 02 14.5 EB2571 EB2571 SUPERSEDED SURVEY CONTROL EB2571 EB2571 NAD 27 - 34 48 51.65400(N) 079 11 01.10400(W) AD( ) 3 EB2571 EB2571.Superseded values are not recommended for survey control. EB2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2571.See file dsdata.txt to determine how the superseded data were derived. EB2571 EB2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6615153977(NAD 83) EB2571_MARKER: 53 = ELEVATED TANK EB2571 EB2571 HISTORY - Date Condition Report By EB2571 HISTORY - 1949 FIRST OBSERVED CGS EB2571 HISTORY - 19980207 GOOD USPSQD EB2571 HISTORY - 20010331 GOOD NGS EB2571 EB2571 STATION DESCRIPTION EB2571 EB2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2571'STATION IS LOCATED IN THE SOUTH CENTER OF RED SPRINGS ABOUT EB2571'0.1 MILE SOUTH OF STATE HIGHWAY 71. IT IS ABOUT 100 FEET HIGH, EB2571'OF STEEL CONSTRUCTION, PAINTED SILVER AND HAS FOUR LEGS. POINT EB2571'INTERSECTION WAS THE CENTER OF BALL ON TOP. EB2571 EB2571 STATION RECOVERY (1998) EB2571 EB2571'RECOVERY NOTE BY US POWER SQUADRON 1998 EB2571'RECOVERED IN GOOD CONDITION. EB2571 EB2571 STATION RECOVERY (2001) EB2571 EB2571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EB2571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2572 *********************************************************************** EB2572 DESIGNATION - RED SPRINGS ROBBINS MILLS TANK EB2572 PID - EB2572 EB2572 STATE/COUNTY- NC/ROBESON EB2572 USGS QUAD - RED SPRINGS (1974) EB2572 EB2572 *CURRENT SURVEY CONTROL EB2572 ___________________________________________________________________ EB2572* NAD 83(1986)- 34 48 27.31576(N) 079 12 04.90635(W) ADJUSTED EB2572* NAVD 88 - EB2572 ___________________________________________________________________ EB2572 LAPLACE CORR- -3.55 (seconds) DEFLEC99 EB2572 GEOID HEIGHT- -32.96 (meters) GEOID03 EB2572 EB2572 HORZ ORDER - THIRD EB2572 EB2572.The North Carolina HARNS have been completed but, EB2572.due to contractual restrictions, coordinates for these stations EB2572.will NOT be published in the near future. In the interim, the EB2572.published coordinates in North Carolina will not be EB2572.consistent with the Continuously Operating Reference Stations EB2572.(CORS). The HARN coordinates for these stations are available EB2572.upon request. Contact Gary Thompson(919-733-3836). EB2572. EB2572.In addition, the published North Carolina positions EB2572.(NAD 83 (1986)) are NOT consistent with those determined in EB2572.adjacent state readjustments. The discontinuity between stations EB2572.located in North Carolina and those in adjacent states EB2572.which have been adjusted to the HARN may be as much as 5 EB2572.decimeters. This will result in a significant loss of accuracy EB2572.over lines crossing such state borders. EB2572 EB2572 EB2572.The horizontal coordinates were established by classical geodetic methods EB2572.and adjusted by the National Geodetic Survey in July 1986. EB2572 EB2572 EB2572.The Laplace correction was computed from DEFLEC99 derived deflections. EB2572 EB2572.The geoid height was determined by GEOID03. EB2572 EB2572; North East Units Scale Factor Converg. EB2572;SPC NC - 117,337.649 591,178.056 MT 0.99990245 -0 06 58.4 EB2572;SPC NC - 384,965.27 1,939,556.67 sFT 0.99990245 -0 06 58.4 EB2572;UTM 17 - 3,853,179.955 664,521.381 MT 0.99993361 +1 01 37.0 EB2572 EB2572 SUPERSEDED SURVEY CONTROL EB2572 EB2572 NAD 27 - 34 48 26.73600(N) 079 12 05.76700(W) AD( ) 3 EB2572 EB2572.Superseded values are not recommended for survey control. EB2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2572.See file dsdata.txt to determine how the superseded data were derived. EB2572 EB2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6452153180(NAD 83) EB2572_MARKER: 53 = ELEVATED TANK EB2572 EB2572 HISTORY - Date Condition Report By EB2572 HISTORY - 1949 FIRST OBSERVED CGS EB2572 HISTORY - 19970426 GOOD USPSQD EB2572 HISTORY - 19980207 GOOD USPSQD EB2572 HISTORY - 20010331 GOOD NGS EB2572 EB2572 STATION DESCRIPTION EB2572 EB2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2572'STATION IS LOCATED ON THE SOUTH EDGE OF RED SPRINGS ABOUT 0.2 EB2572'MILE EAST OF STATE HIGHWAY 71 AND 0.1 MILE SOUTH OF A PAVED EB2572'STREET. IT IS ABOUT 100 FEET HIGH, OF STEEL CONSTRUCTION, EB2572'PAINTED SILVER AND HAS FOUR LEGS. POINT OF INTERSECTION WAS EB2572'THE CENTER OF BALL ON TOP. EB2572 EB2572 STATION RECOVERY (1997) EB2572 EB2572'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2572'RECOVERED IN GOOD CONDITION. EB2572 EB2572 STATION RECOVERY (1998) EB2572 EB2572'RECOVERY NOTE BY US POWER SQUADRON 1998 EB2572'RECOVERED IN GOOD CONDITION. EB2572 EB2572 STATION RECOVERY (2001) EB2572 EB2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EB2572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2587 *********************************************************************** EB2587 DESIGNATION - REDWOOD EB2587 PID - EB2587 EB2587 STATE/COUNTY- NC/ROBESON EB2587 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2587 EB2587 *CURRENT SURVEY CONTROL EB2587 ___________________________________________________________________ EB2587* NAD 83(1986)- 34 39 28.08253(N) 079 00 36.99923(W) ADJUSTED EB2587* NAVD 88 - 37.7 (meters) 124. (feet) VERTCON EB2587 ___________________________________________________________________ EB2587 LAPLACE CORR- -5.50 (seconds) DEFLEC99 EB2587 GEOID HEIGHT- -33.87 (meters) GEOID03 EB2587 EB2587 HORZ ORDER - SECOND EB2587 EB2587.The North Carolina HARNS have been completed but, EB2587.due to contractual restrictions, coordinates for these stations EB2587.will NOT be published in the near future. In the interim, the EB2587.published coordinates in North Carolina will not be EB2587.consistent with the Continuously Operating Reference Stations EB2587.(CORS). The HARN coordinates for these stations are available EB2587.upon request. Contact Gary Thompson(919-733-3836). EB2587. EB2587.In addition, the published North Carolina positions EB2587.(NAD 83 (1986)) are NOT consistent with those determined in EB2587.adjacent state readjustments. The discontinuity between stations EB2587.located in North Carolina and those in adjacent states EB2587.which have been adjusted to the HARN may be as much as 5 EB2587.decimeters. This will result in a significant loss of accuracy EB2587.over lines crossing such state borders. EB2587 EB2587 EB2587.The horizontal coordinates were established by classical geodetic methods EB2587.and adjusted by the National Geodetic Survey in July 1986. EB2587 EB2587.The NAVD 88 height was computed by applying the VERTCON shift value to EB2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2587 EB2587.The Laplace correction was computed from DEFLEC99 derived deflections. EB2587 EB2587.The geoid height was determined by GEOID03. EB2587 EB2587; North East Units Scale Factor Converg. EB2587;SPC NC - 100,703.723 608,659.181 MT 0.99992595 -0 00 21.4 EB2587;SPC NC - 330,392.13 1,996,909.33 sFT 0.99992595 -0 00 21.4 EB2587;UTM 17 - 3,836,896.343 682,331.155 MT 1.00000977 +1 07 54.5 EB2587 EB2587! - Elev Factor x Scale Factor = Combined Factor EB2587!SPC NC - 0.99999940 x 0.99992595 = 0.99992535 EB2587!UTM 17 - 0.99999940 x 1.00000977 = 1.00000917 EB2587 EB2587: Primary Azimuth Mark Grid Az EB2587:SPC NC - LAKEWOOD 018 13 25.8 EB2587:UTM 17 - LAKEWOOD 017 05 09.9 EB2587 EB2587|---------------------------------------------------------------------| EB2587| PID Reference Object Distance Geod. Az | EB2587| dddmmss.s | EB2587| EB2582 LAKEWOOD APPROX. 1.4 KM 0181304.4 | EB2587|---------------------------------------------------------------------| EB2587 EB2587 SUPERSEDED SURVEY CONTROL EB2587 EB2587 NAD 27 - 34 39 27.49392(N) 079 00 37.87904(W) AD( ) 2 EB2587 NGVD 29 (07/19/86) 38.0 (m) 125. (f) VERT ANG EB2587 EB2587.Superseded values are not recommended for survey control. EB2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2587.See file dsdata.txt to determine how the superseded data were derived. EB2587 EB2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8233136896(NAD 83) EB2587_MARKER: DE = TRAVERSE STATION DISK EB2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2587_STAMPING: REDWOOD 1965 EB2587_MARK LOGO: NCGS EB2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2587+STABILITY: SURFACE MOTION EB2587 EB2587 HISTORY - Date Condition Report By EB2587 HISTORY - 1965 MONUMENTED NCGS EB2587 HISTORY - 19950522 GOOD USPSQD EB2587 EB2587 STATION DESCRIPTION EB2587 EB2587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2587'REDWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2587'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2587' EB2587'REDWOOD IS 2.5 MILES N OF LUMBERTON. LOCATED 0.9 MILES S EB2587'ALONG I 95 FROM BRIDGE ON OLD U.S. 301. 0.7 MILES N OF BRIDGE EB2587'ON NC 211 ON W SHOULDER OF ACCESS ROAD RUNNING PARALLEL WITH EB2587'AND ON THE WEST SIDE OF I 95. THE ACCESS ROAD CAN BE ENTERED EB2587'AT THE OVERHEAD BRIDGE WHERE NC 211 CROSSES I 95 AT THE SOUTH EB2587'END OR AT THE OVERHEAD BRIDGE WHERE U.S. 301 CROSSES I 95 AT EB2587'THE NORTH. EB2587' EB2587'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2587'REDWOOD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2587'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2587' EB2587'MARK IS EB2587' EB2587'11.4 FT NW OF C/L OF ACCESS ROAD EB2587' EB2587'84.7 FT N OF FENCE WITH ALUMINUM REF. TAG EB2587' EB2587'52.8 FT E OF 4 INCH PINE WITH ALUMINUM REF. TAG EB2587' EB2587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2587 EB2587 STATION RECOVERY (1995) EB2587 EB2587'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2587'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2569 *********************************************************************** EB2569 DESIGNATION - RENNERT RESET EB2569 PID - EB2569 EB2569 STATE/COUNTY- NC/ROBESON EB2569 USGS QUAD - RENNERT (1972) EB2569 EB2569 *CURRENT SURVEY CONTROL EB2569 ___________________________________________________________________ EB2569* NAD 83(1986)- 34 49 36.83383(N) 079 06 07.05217(W) ADJUSTED EB2569* NAVD 88 - 62. (meters) 203. (feet) SCALED EB2569 ___________________________________________________________________ EB2569 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2569 GEOID HEIGHT- -33.22 (meters) GEOID03 EB2569 EB2569 HORZ ORDER - FIRST EB2569 EB2569.The North Carolina HARNS have been completed but, EB2569.due to contractual restrictions, coordinates for these stations EB2569.will NOT be published in the near future. In the interim, the EB2569.published coordinates in North Carolina will not be EB2569.consistent with the Continuously Operating Reference Stations EB2569.(CORS). The HARN coordinates for these stations are available EB2569.upon request. Contact Gary Thompson(919-733-3836). EB2569. EB2569.In addition, the published North Carolina positions EB2569.(NAD 83 (1986)) are NOT consistent with those determined in EB2569.adjacent state readjustments. The discontinuity between stations EB2569.located in North Carolina and those in adjacent states EB2569.which have been adjusted to the HARN may be as much as 5 EB2569.decimeters. This will result in a significant loss of accuracy EB2569.over lines crossing such state borders. EB2569 EB2569 EB2569.The horizontal coordinates were established by classical geodetic methods EB2569.and adjusted by the National Geodetic Survey in July 1986. EB2569 EB2569.The orthometric height was scaled from a topographic map. EB2569 EB2569.The Laplace correction was computed from DEFLEC99 derived deflections. EB2569 EB2569.The geoid height was determined by GEOID03. EB2569 EB2569; North East Units Scale Factor Converg. EB2569;SPC NC - 119,465.803 600,274.952 MT 0.99989991 -0 03 31.9 EB2569;SPC NC - 391,947.39 1,969,402.07 sFT 0.99989991 -0 03 31.9 EB2569;UTM 17 - 3,855,489.286 673,574.474 MT 0.99997134 +1 05 03.3 EB2569 EB2569! - Elev Factor x Scale Factor = Combined Factor EB2569!SPC NC - 0.99999553 x 0.99989991 = 0.99989544 EB2569!UTM 17 - 0.99999553 x 0.99997134 = 0.99996687 EB2569 EB2569: Primary Azimuth Mark Grid Az EB2569:SPC NC - RENNERT AZ MK 078 13 58.9 EB2569:UTM 17 - RENNERT AZ MK 077 05 23.7 EB2569 EB2569|---------------------------------------------------------------------| EB2569| PID Reference Object Distance Geod. Az | EB2569| dddmmss.s | EB2569| EB3545 RENNERT AZ MK 0781027.0 | EB2569| EB3546 RENNERT RM 1 27.835 METERS 19014 | EB2569| EB2572 RED SPRINGS ROBBINS MILLS TANK APPROX. 9.3 KM 2564625.3 | EB2569| EB2571 RED SPRINGS MUNICIPAL TANK APPROX. 7.6 KM 2593419.6 | EB2569| EB3547 RENNERT RM 2 26.504 METERS 28110 | EB2569| EB3548 RENNERT RM 3 30.663 METERS 32143 | EB2569|---------------------------------------------------------------------| EB2569 EB2569 SUPERSEDED SURVEY CONTROL EB2569 EB2569 NAD 27 - 34 49 36.25000(N) 079 06 07.92900(W) AD( ) 1 EB2569 EB2569.Superseded values are not recommended for survey control. EB2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2569.See file dsdata.txt to determine how the superseded data were derived. EB2569 EB2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7357455489(NAD 83) EB2569_MARKER: DS = TRIANGULATION STATION DISK EB2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2569_STAMPING: RENNERT 1949 1971 EB2569_MARK LOGO: CGS EB2569 EB2569 HISTORY - Date Condition Report By EB2569 HISTORY - 1949 MONUMENTED CGS EB2569 HISTORY - 1971 SEE DESCRIPTION NGS EB2569 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2569 EB2569 STATION DESCRIPTION EB2569 EB2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2569'STATION IS LOCATED ABOUT 7 MILES WEST OF ST. PAUL AND 4 MILES EB2569'SOUTH OF LUMBER BRIDGE ON PROPERTY OWNED BY MR. DUNKAN MC GUGAN. IT EB2569'IS 41 FEET SOUTH OF THE CENTER OF A SAND ROAD, 26 FEET NORTH OF A EB2569'10 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 3 EB2569'FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 EB2569'INCHES AND THE DISK IS STAMPED---RENNERT 1949---. EB2569' EB2569'REFERENCE MARK NO. 1. THE MARK PROJECTS 6 INCHES AND THE DISK IS EB2569'STAMPED---RENNERT NO 1 1949---. EB2569' EB2569'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF THE SAND EB2569'ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---RENNERT EB2569'NO 2 1949---. EB2569' EB2569'AZIMUTH MARK IS 60 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 21 EB2569'FEET EAST OF THE CENTER OF A SAND ROAD AND 5 FEET SOUTHWEST OF A 16 EB2569'INCH OAK TREE. THE MARK IS FLUSH AND THE DISK IS EB2569'STAMPED---RENNERT 1949---. EB2569' EB2569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 71 EB2569'AND NO. 20 IN LUMBER BRIDGE GO SOUTH ON STATE HIGHWAY NO. 71 FOR EB2569'2.8 MILES TO A T-ROAD LEFT, TURN LEFT ON SAND ROAD AND GO EAST EB2569'FOR 2.2 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1 EB2569'MILE TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED, EB2569'CONTINUE FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED. EB2569' EB2569'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EB2569 EB2569 STATION RECOVERY (1971) EB2569 EB2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) EB2569'STATION UNDERGROUND MARK AND AZIMUTH MARK WERE RECOVERED AND EB2569'FOUND TO BE IN GOOD CONDITION. STATION SURFACE MARK AND REFERENCE EB2569'MARK NO. 1 ARE IN CULTIVATED FIELD AND HAVE BEEN DISTURBED BY EB2569'FARMING OPERATIONS. REFERENCE MARK NO. 2 HAS BEEN STRUCK BY EB2569'GRADER OPERATIONS AND IS SLIGHTLY TILTED BUT IS IN GOOD CONDITION EB2569'AND FIRM IN THE GROUND. A NEW STATION SURFACE MARK WAS SET EB2569'OVER THE UNDERGROUND MARK AND REFERENCE MARK NO. 3 WAS EB2569'ESTABLISHED. A COMPLETE NEW DESCRIPTION FOLLOWS. EB2569' EB2569'STATION IS LOCATED ABOUT 7 MILES WEST OF ST. PAUL AND 4 MILES SOUTH EB2569'OF LUMBER BRIDGE AND IN A CULTIVATED FIELD. STATION IS 42 FEET EB2569'EAST OF EDGE OF CULTIVATED FIELD AND 41 FEET SOUTH OF THE EB2569'CENTERLINE OF COUNTY ROAD 1753. MARK IS ABOUT 10 INCHES BELOW EB2569'THE SURFACE AND THE DISK IS STAMPED---RENNERT 1949 1971---. EB2569' EB2569'TO REACH STATION FROM THE JUNCTION OF STATE ROADS 20 AND 71 IN EB2569'LUMBER BRIDGE GO SOUTH ON STATE ROAD 71 FOR 2.8 MILES TO SIDE EB2569'ROAD LEFT. TURN LEFT AND GO EAST ON SURFACED ROAD FOR 2.2 MILES EB2569'TO SIDE ROAD RIGHT. TURN RIGHT AND GO WESTERLY ON COUNTY ROAD EB2569'1753 FOR 0.6 MILE TO FORKS. KEEP LEFT FORK ON COUNTY ROAD 1753 EB2569'FOR 0.4 MILE TO SIDE ROAD LEFT JUST WEST OF TWO HOUSES AND AZIMUTH EB2569'MARK ON LEFT AS DESCRIBED. CONTINUE WESTERLY FOR 0.3 MILE TO EB2569'STATION ON THE LEFT JUST BEFORE REACHING PINE GROVE AS EB2569'DESCRIBED. EB2569' EB2569'REFERENCE MARK NO. 2 IS 52 FEET EAST OF A 12 INCH TRIANGLE EB2569'BLAZED PINE TREE, 29 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD EB2569'1753, 4 FEET SOUTH OF DITCH AND IN BACKSLOPE OF DITCH. MARK IS EB2569'FLUSH WITH THE GROUND AND THE DISK IS STAMPED---RENNERT NO 2 EB2569'1949---. EB2569' EB2569'REFERENCE MARK NO. 3 IS 36 FEET NORTH OF CENTERLINE OF COUNTY EB2569'ROAD 1753 AND 14 FEET WEST OF EDGE OF CULTIVATED FIELD. THE MARK EB2569'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED---RENNERT 1949 EB2569'NO 3 1971---. EB2569' EB2569'AZIMUTH MARK IS 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF EB2569'EMPTY HOUSE, 57 FEET SOUTHEAST OF THE APPROXIMATE INTERSECTION EB2569'OF COUNTY ROADS 1753 AND 1798, 21 FEET SOUTHWEST OF 24 INCH OAK EB2569'TREE AND FLUSH IN A DRIVEWAY. THE DISK IS STAMPED RENNERT EB2569'THE DISK IS STAMPED---RENNERT 1949---. EB2569' EB2569'REFERENCE MARK NO. 1 WAS DESTROYED AT THIS TIME AND DISK RECLAIMED. EB2569' EB2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2569'4 MILES SOUTH OF LUMBER BRIDGE. EB2569 EB2569 STATION RECOVERY (1997) EB2569 EB2569'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2569'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1641 *********************************************************************** EB1641 DESIGNATION - REVELS EB1641 PID - EB1641 EB1641 STATE/COUNTY- NC/ROBESON EB1641 USGS QUAD - PEMBROKE (1982) EB1641 EB1641 *CURRENT SURVEY CONTROL EB1641 ___________________________________________________________________ EB1641* NAD 83(1986)- 34 40 38.20403(N) 079 14 58.60584(W) ADJUSTED EB1641* NAVD 88 - 49.404 (meters) 162.09 (feet) ADJUSTED EB1641 ___________________________________________________________________ EB1641 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB1641 GEOID HEIGHT- -32.99 (meters) GEOID03 EB1641 DYNAMIC HT - 49.357 (meters) 161.93 (feet) COMP EB1641 MODELED GRAV- 979,691.4 (mgal) NAVD 88 EB1641 EB1641 HORZ ORDER - SECOND EB1641 VERT ORDER - SECOND CLASS I EB1641 EB1641.The North Carolina HARNS have been completed but, EB1641.due to contractual restrictions, coordinates for these stations EB1641.will NOT be published in the near future. In the interim, the EB1641.published coordinates in North Carolina will not be EB1641.consistent with the Continuously Operating Reference Stations EB1641.(CORS). The HARN coordinates for these stations are available EB1641.upon request. Contact Gary Thompson(919-733-3836). EB1641. EB1641.In addition, the published North Carolina positions EB1641.(NAD 83 (1986)) are NOT consistent with those determined in EB1641.adjacent state readjustments. The discontinuity between stations EB1641.located in North Carolina and those in adjacent states EB1641.which have been adjusted to the HARN may be as much as 5 EB1641.decimeters. This will result in a significant loss of accuracy EB1641.over lines crossing such state borders. EB1641 EB1641 EB1641.The horizontal coordinates were established by classical geodetic methods EB1641.and adjusted by the National Geodetic Survey in April 1991. EB1641 EB1641.The orthometric height was determined by differential leveling EB1641.and adjusted by the National Geodetic Survey in June 1991. EB1641 EB1641.The Laplace correction was computed from DEFLEC99 derived deflections. EB1641 EB1641.The geoid height was determined by GEOID03. EB1641 EB1641.The dynamic height is computed by dividing the NAVD 88 EB1641.geopotential number by the normal gravity value computed on the EB1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1641.degrees latitude (g = 980.6199 gals.). EB1641 EB1641.The modeled gravity was interpolated from observed gravity values. EB1641 EB1641; North East Units Scale Factor Converg. EB1641;SPC NC - 102,893.072 586,727.225 MT 0.99992251 -0 08 38.6 EB1641;SPC NC - 337,575.02 1,924,954.24 sFT 0.99992251 -0 08 38.6 EB1641;UTM 17 - 3,838,649.375 660,359.176 MT 0.99991696 +0 59 46.0 EB1641 EB1641! - Elev Factor x Scale Factor = Combined Factor EB1641!SPC NC - 0.99999742 x 0.99992251 = 0.99991993 EB1641!UTM 17 - 0.99999742 x 0.99991696 = 0.99991438 EB1641 EB1641 SUPERSEDED SURVEY CONTROL EB1641 EB1641 NGVD 29 (10/06/93) 49.687 (m) 163.01 (f) ADJUSTED 2 1 EB1641 EB1641.Superseded values are not recommended for survey control. EB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1641.See file dsdata.txt to determine how the superseded data were derived. EB1641 EB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6035938649(NAD 83) EB1641_MARKER: DE = TRAVERSE STATION DISK EB1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1641_SP_SET: CONCRETE POST EB1641_STAMPING: REVELS 1977 EB1641_MARK LOGO: NCGS EB1641_PROJECTION: RECESSED 15 CENTIMETERS EB1641_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1641+STABILITY: SURFACE MOTION EB1641 EB1641 HISTORY - Date Condition Report By EB1641 HISTORY - 1977 MONUMENTED NCGS EB1641 HISTORY - 1978 GOOD NCGS EB1641 EB1641 STATION DESCRIPTION EB1641 EB1641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1641'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF REDBANKS AND EB1641'3.3 MILES WEST OF PEMBROKE. EB1641' EB1641'TO REACH STATION FROM THE US 74 AND NC 710 CROSSROADS WEST OF EB1641'PEMBROKE, PROCEED NORTHWEST ALONG US 74 FOR 0.75 MILE TO STATION ON EB1641'LEFT IN SHOULDER ON THE PROLONGATION OF THE WEST SIDE OF A WHITE EB1641'SHINGLE HOUSE. EB1641' EB1641'STATION MARK IS A STANDARD DISK STAMPED---REVELS 1977---SET IN THE EB1641'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1641'SURFACE. THE MARK IS 26.4 FEET SOUTHWEST OF CENTERLINE OF US 74, 11.8 EB1641'FEET NORTHWEST OF CENTERLINE OF DIRT DRIVEWAY, 76.8 FEET EAST OF EB1641'POWER POLE WITH TRANSFORMER AND WITH REFERENCE TAG, 71.0 FEET NORTH OF EB1641'POWER POLE WITH LIGHT AND WITH REFERENCE TAG, 72.9 FEET NORTHEAST OF EB1641'NORTHEAST CORNER OF RESIDENT AND 82.4 FEET NORTHEAST OF NORTHWEST EB1641'CORNER OF RESIDENT. EB1641 EB1641 STATION RECOVERY (1978) EB1641 EB1641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1641'3.2 MI WEST FROM PEMBROKE. EB1641'0.75 MILE NORTHWEST ALONG U.S. 74 FROM N.C. 710 CROSSROAD WEST EB1641'OF PEMBROKE, ON LEFT IN SHOULDER, ON PROLONGATION OF WEST END EB1641'OF WHITE SHINGLE HOUSE, 26.4 FEET SOUTHWEST OF CENTERLINE OF EB1641'U.S. 74, 11.8 FEET NORTHWEST OF CENTERLINE OF DIRT DRIVEWAY, 71.0 EB1641'FEET NORTH OF POWER POLE WITH LIGHT AND REFERENCE TAG, 72.9 FEET EB1641'NORTHEAST OF NORTHEAST CORNER OF RESIDENCE, 82.4 FEET NORTHEAST EB1641'OF NORTHWEST CORNER OF RESIDENCE AND 76.8 FEET EAST OF POWER POLE EB1641'WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3966 *********************************************************************** EB3966 DESIGNATION - RICH EB3966 PID - EB3966 EB3966 STATE/COUNTY- NC/ROBESON EB3966 USGS QUAD - MC DONALD (1972) EB3966 EB3966 *CURRENT SURVEY CONTROL EB3966 ___________________________________________________________________ EB3966* NAD 83(1986)- 34 34 37.06413(N) 079 09 07.50612(W) ADJUSTED EB3966* NAVD 88 - 50.5 (meters) 166. (feet) VERTCON EB3966 ___________________________________________________________________ EB3966 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB3966 GEOID HEIGHT- -33.44 (meters) GEOID03 EB3966 EB3966 HORZ ORDER - SECOND EB3966 EB3966.The North Carolina HARNS have been completed but, EB3966.due to contractual restrictions, coordinates for these stations EB3966.will NOT be published in the near future. In the interim, the EB3966.published coordinates in North Carolina will not be EB3966.consistent with the Continuously Operating Reference Stations EB3966.(CORS). The HARN coordinates for these stations are available EB3966.upon request. Contact Gary Thompson(919-733-3836). EB3966. EB3966.In addition, the published North Carolina positions EB3966.(NAD 83 (1986)) are NOT consistent with those determined in EB3966.adjacent state readjustments. The discontinuity between stations EB3966.located in North Carolina and those in adjacent states EB3966.which have been adjusted to the HARN may be as much as 5 EB3966.decimeters. This will result in a significant loss of accuracy EB3966.over lines crossing such state borders. EB3966 EB3966 EB3966.The horizontal coordinates were established by classical geodetic methods EB3966.and adjusted by the National Geodetic Survey in April 1991. EB3966 EB3966.The NAVD 88 height was computed by applying the VERTCON shift value to EB3966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3966 EB3966.The Laplace correction was computed from DEFLEC99 derived deflections. EB3966 EB3966.The geoid height was determined by GEOID03. EB3966 EB3966; North East Units Scale Factor Converg. EB3966;SPC NC - 91,747.261 595,647.405 MT 0.99994144 -0 05 16.0 EB3966;SPC NC - 301,007.47 1,954,219.86 sFT 0.99994144 -0 05 16.0 EB3966;UTM 17 - 3,827,682.958 669,499.083 MT 0.99995413 +1 02 56.3 EB3966 EB3966! - Elev Factor x Scale Factor = Combined Factor EB3966!SPC NC - 0.99999732 x 0.99994144 = 0.99993876 EB3966!UTM 17 - 0.99999732 x 0.99995413 = 0.99995145 EB3966 EB3966 SUPERSEDED SURVEY CONTROL EB3966 EB3966 NGVD 29 (04/22/91) 50.8 (m) 167. (f) VERT ANG EB3966 EB3966.Superseded values are not recommended for survey control. EB3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3966.See file dsdata.txt to determine how the superseded data were derived. EB3966 EB3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6949927683(NAD 83) EB3966_MARKER: DE = TRAVERSE STATION DISK EB3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3966_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3966_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3966+STABILITY: SURFACE MOTION EB3966 EB3966 HISTORY - Date Condition Report By EB3966 HISTORY - 1977 MONUMENTED NCGS EB3966 EB3966 STATION DESCRIPTION EB3966 EB3966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3966'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES WEST-SOUTHWEST OF EB3966'LUMBERTON AND 2.1 MILES NORTHEAST OF MCDONALDS. EB3966' EB3966'TO REACH STATION FROM I 95 UNDERPASS OF US 74, PROCEED SOUTHWEST ALONG EB3966'I 95 FOR 3.35 MILES TO SR 1003 OVERPASS AND STATION ON RIGHT AT THE EB3966'NORTHEAST CORNER OF BRIDGE. EB3966' EB3966'STATION MARK IS A STANDARD DISK STAMPED---RICH 1977---SET IN THE TOP EB3966'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MARK EB3966'IS 20.4 FEET NORTHEAST OF CENTERLINE OF SR 1003, 34.9 FEET NORTHWEST EB3966'OF NORTHWEST END OF BRIDGE, 2.5 FEET NORTH OF EIGHTH GUARD RAIL POST, EB3966'3.4 FEET SOUTHEAST OF NINTH METAL GUARD RAIL POST AND 27.2 FEET EB3966'NORTHWEST OF WEST END OF WINGWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2505 *********************************************************************** EB2505 DESIGNATION - RIEGEL EB2505 PID - EB2505 EB2505 STATE/COUNTY- NC/ROBESON EB2505 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2505 EB2505 *CURRENT SURVEY CONTROL EB2505 ___________________________________________________________________ EB2505* NAD 83(1986)- 34 35 55.73230(N) 078 57 29.98635(W) ADJUSTED EB2505* NAVD 88 - 38.2 (meters) 125. (feet) VERTCON EB2505 ___________________________________________________________________ EB2505 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EB2505 GEOID HEIGHT- -34.10 (meters) GEOID03 EB2505 EB2505 HORZ ORDER - SECOND EB2505 EB2505.The North Carolina HARNS have been completed but, EB2505.due to contractual restrictions, coordinates for these stations EB2505.will NOT be published in the near future. In the interim, the EB2505.published coordinates in North Carolina will not be EB2505.consistent with the Continuously Operating Reference Stations EB2505.(CORS). The HARN coordinates for these stations are available EB2505.upon request. Contact Gary Thompson(919-733-3836). EB2505. EB2505.In addition, the published North Carolina positions EB2505.(NAD 83 (1986)) are NOT consistent with those determined in EB2505.adjacent state readjustments. The discontinuity between stations EB2505.located in North Carolina and those in adjacent states EB2505.which have been adjusted to the HARN may be as much as 5 EB2505.decimeters. This will result in a significant loss of accuracy EB2505.over lines crossing such state borders. EB2505 EB2505 EB2505.The horizontal coordinates were established by classical geodetic methods EB2505.and adjusted by the National Geodetic Survey in July 1986. EB2505 EB2505.The NAVD 88 height was computed by applying the VERTCON shift value to EB2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2505 EB2505.The Laplace correction was computed from DEFLEC99 derived deflections. EB2505 EB2505.The geoid height was determined by GEOID03. EB2505 EB2505; North East Units Scale Factor Converg. EB2505;SPC NC - 94,161.366 613,423.472 MT 0.99993706 +0 01 26.6 EB2505;SPC NC - 308,927.75 2,012,540.17 sFT 0.99993706 +0 01 26.6 EB2505;UTM 17 - 3,830,449.208 687,224.731 MT 1.00003207 +1 09 34.7 EB2505 EB2505! - Elev Factor x Scale Factor = Combined Factor EB2505!SPC NC - 0.99999936 x 0.99993706 = 0.99993642 EB2505!UTM 17 - 0.99999936 x 1.00003207 = 1.00003143 EB2505 EB2505: Primary Azimuth Mark Grid Az EB2505:SPC NC - LAPS 113 10 38.9 EB2505:UTM 17 - LAPS 112 02 30.8 EB2505 EB2505|---------------------------------------------------------------------| EB2505| PID Reference Object Distance Geod. Az | EB2505| dddmmss.s | EB2505| EB2498 LAPS APPROX. 1.7 KM 1131205.5 | EB2505|---------------------------------------------------------------------| EB2505 EB2505 SUPERSEDED SURVEY CONTROL EB2505 EB2505 NAD 27 - 34 35 55.13590(N) 078 57 30.87236(W) AD( ) 2 EB2505 NGVD 29 (07/19/86) 38.5 (m) 126. (f) VERT ANG EB2505 EB2505.Superseded values are not recommended for survey control. EB2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2505.See file dsdata.txt to determine how the superseded data were derived. EB2505 EB2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8722530449(NAD 83) EB2505_MARKER: DE = TRAVERSE STATION DISK EB2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2505_STAMPING: RIEGEL 1965 EB2505_MARK LOGO: NCGS EB2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2505+STABILITY: SURFACE MOTION EB2505 EB2505 HISTORY - Date Condition Report By EB2505 HISTORY - 1965 MONUMENTED NCGS EB2505 HISTORY - 1981 MARK NOT FOUND USGS EB2505 EB2505 STATION DESCRIPTION EB2505 EB2505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2505'RIEGEL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2505'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2505' EB2505'RIEGEL IS 3.8 MILES SE OF LUMBERTON. TO REACH THE STATION EB2505'FROM U.S. 74 AND NC 211 BYPASS, GO SOUTHEAST ON NC 211 1.65 EB2505'MILES TO DIRT ROAD ON RIGHT, TURN RIGHT (SOUTH) ON DIRT ROAD EB2505'BESIDE RIEGEL PULPWOOD YARD, GO 0.1 MILE ON DIRT ROAD TO RR EB2505'TRACK AND STATION. STATION IS IN SW QUAD OF TRACK AND DIRT EB2505'ROAD. OR GO 1.90 MILE WEST ALONG NC 211 TO RIEGEL, TURN LEFT EB2505'ON DIRT ROAD TO STATION AT RR TRACKS. EB2505' EB2505'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2505'RIEGEL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2505'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2505' EB2505'MARK IS EB2505' EB2505'4.1 FT S OF SOUTH RAIL EB2505' EB2505'27.2 FT NW OF SE RR CROSSING POST WITH ALUMINUM REF. TAG. EB2505' EB2505'22.1 FT S OF NW RR CROSSING POST WITH ALUMINUM REF. TAG. EB2505' EB2505'42.1 FT S OF TP 30 WITH ALUMINUM REF. TAG. EB2505' EB2505'13.6 FT W OF C/L OF DIRT ROAD EB2505' EB2505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2505 EB2505 STATION RECOVERY (1981) EB2505 EB2505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2505'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2506 *********************************************************************** EB2506 DESIGNATION - ROBINS EB2506 PID - EB2506 EB2506 STATE/COUNTY- NC/ROBESON EB2506 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2506 EB2506 *CURRENT SURVEY CONTROL EB2506 ___________________________________________________________________ EB2506* NAD 83(1986)- 34 36 33.42426(N) 078 58 15.21485(W) ADJUSTED EB2506* NAVD 88 - 47.5 (meters) 156. (feet) VERTCON EB2506 ___________________________________________________________________ EB2506 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2506 GEOID HEIGHT- -34.06 (meters) GEOID03 EB2506 EB2506 HORZ ORDER - SECOND EB2506 EB2506.The North Carolina HARNS have been completed but, EB2506.due to contractual restrictions, coordinates for these stations EB2506.will NOT be published in the near future. In the interim, the EB2506.published coordinates in North Carolina will not be EB2506.consistent with the Continuously Operating Reference Stations EB2506.(CORS). The HARN coordinates for these stations are available EB2506.upon request. Contact Gary Thompson(919-733-3836). EB2506. EB2506.In addition, the published North Carolina positions EB2506.(NAD 83 (1986)) are NOT consistent with those determined in EB2506.adjacent state readjustments. The discontinuity between stations EB2506.located in North Carolina and those in adjacent states EB2506.which have been adjusted to the HARN may be as much as 5 EB2506.decimeters. This will result in a significant loss of accuracy EB2506.over lines crossing such state borders. EB2506 EB2506 EB2506.The horizontal coordinates were established by classical geodetic methods EB2506.and adjusted by the National Geodetic Survey in July 1986. EB2506 EB2506.The NAVD 88 height was computed by applying the VERTCON shift value to EB2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2506 EB2506.The Laplace correction was computed from DEFLEC99 derived deflections. EB2506 EB2506.The geoid height was determined by GEOID03. EB2506 EB2506; North East Units Scale Factor Converg. EB2506;SPC NC - 95,322.351 612,270.738 MT 0.99993501 +0 01 00.5 EB2506;SPC NC - 312,736.75 2,008,758.25 sFT 0.99993501 +0 01 00.5 EB2506;UTM 17 - 3,831,587.222 686,049.101 MT 1.00002666 +1 09 10.1 EB2506 EB2506! - Elev Factor x Scale Factor = Combined Factor EB2506!SPC NC - 0.99999789 x 0.99993501 = 0.99993290 EB2506!UTM 17 - 0.99999789 x 1.00002666 = 1.00002455 EB2506 EB2506: Primary Azimuth Mark Grid Az EB2506:SPC NC - WILLIAMS 303 46 35.3 EB2506:UTM 17 - WILLIAMS 302 38 25.7 EB2506 EB2506|---------------------------------------------------------------------| EB2506| PID Reference Object Distance Geod. Az | EB2506| dddmmss.s | EB2506| EB2510 WILLIAMS 434.989 METERS 3034735.8 | EB2506|---------------------------------------------------------------------| EB2506 EB2506 SUPERSEDED SURVEY CONTROL EB2506 EB2506 NAD 27 - 34 36 32.83109(N) 078 58 16.09890(W) AD( ) 2 EB2506 NGVD 29 (07/19/86) 47.8 (m) 157. (f) VERT ANG EB2506 EB2506.Superseded values are not recommended for survey control. EB2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2506.See file dsdata.txt to determine how the superseded data were derived. EB2506 EB2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8604931587(NAD 83) EB2506_MARKER: DE = TRAVERSE STATION DISK EB2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2506_STAMPING: ROBINS 1965 EB2506_MARK LOGO: NCGS EB2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2506+STABILITY: SURFACE MOTION EB2506 EB2506 HISTORY - Date Condition Report By EB2506 HISTORY - 1965 MONUMENTED NCGS EB2506 HISTORY - 1981 MARK NOT FOUND USGS EB2506 EB2506 STATION DESCRIPTION EB2506 EB2506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2506'ROBINS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2506'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2506' EB2506'ROBINS IS 2.3 MILES ESE OF LUMBERTON. LOCATED 0.6 MILES E EB2506'ALONG SR 2112 FROM INTERSECTION OF NC 211 AND U.S. 74. 1.4 EB2506'MILES SW OF T INTERSECTION OF SR 2110 AND SR 2112. APPROXIMATELY EB2506'200 FT E OF SR 2114. AND ON S SHOULDER OF SR 2112. EB2506' EB2506'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2506'ROBINS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2506'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2506' EB2506'MARK IS EB2506' EB2506'13.6 FT S OF C/L OF SR 2112 EB2506' EB2506'21.0 FT E OF C/L OF DRIVEWAY EB2506' EB2506'45.0 FT E OF BRACE POLE WITH ALUMINUM REF. TAG (12 POLE) EB2506' EB2506'60.5 FT SE OF PP 11 WITH ALUMINUM REF. TAG. EB2506' EB2506'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2506 EB2506 STATION RECOVERY (1981) EB2506 EB2506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2506'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3967 *********************************************************************** EB3967 DESIGNATION - RODNEY EB3967 PID - EB3967 EB3967 STATE/COUNTY- NC/ROBESON EB3967 USGS QUAD - GADDYSVILLE (1962) EB3967 EB3967 *CURRENT SURVEY CONTROL EB3967 ___________________________________________________________________ EB3967* NAD 83(1986)- 34 28 17.56616(N) 079 12 28.15580(W) ADJUSTED EB3967* NAVD 88 - 46.5 (meters) 153. (feet) VERTCON EB3967 ___________________________________________________________________ EB3967 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EB3967 GEOID HEIGHT- -33.30 (meters) GEOID03 EB3967 EB3967 HORZ ORDER - SECOND EB3967 EB3967.The North Carolina HARNS have been completed but, EB3967.due to contractual restrictions, coordinates for these stations EB3967.will NOT be published in the near future. In the interim, the EB3967.published coordinates in North Carolina will not be EB3967.consistent with the Continuously Operating Reference Stations EB3967.(CORS). The HARN coordinates for these stations are available EB3967.upon request. Contact Gary Thompson(919-733-3836). EB3967. EB3967.In addition, the published North Carolina positions EB3967.(NAD 83 (1986)) are NOT consistent with those determined in EB3967.adjacent state readjustments. The discontinuity between stations EB3967.located in North Carolina and those in adjacent states EB3967.which have been adjusted to the HARN may be as much as 5 EB3967.decimeters. This will result in a significant loss of accuracy EB3967.over lines crossing such state borders. EB3967 EB3967 EB3967.The horizontal coordinates were established by classical geodetic methods EB3967.and adjusted by the National Geodetic Survey in April 1991. EB3967 EB3967.The NAVD 88 height was computed by applying the VERTCON shift value to EB3967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3967 EB3967.The Laplace correction was computed from DEFLEC99 derived deflections. EB3967 EB3967.The geoid height was determined by GEOID03. EB3967 EB3967; North East Units Scale Factor Converg. EB3967;SPC NC - 80,063.101 590,509.146 MT 0.99996459 -0 07 11.8 EB3967;SPC NC - 262,673.69 1,937,362.09 sFT 0.99996459 -0 07 11.8 EB3967;UTM 17 - 3,815,899.361 664,593.447 MT 0.99993393 +1 00 52.5 EB3967 EB3967! - Elev Factor x Scale Factor = Combined Factor EB3967!SPC NC - 0.99999793 x 0.99996459 = 0.99996252 EB3967!UTM 17 - 0.99999793 x 0.99993393 = 0.99993186 EB3967 EB3967 SUPERSEDED SURVEY CONTROL EB3967 EB3967 NGVD 29 (04/22/91) 46.8 (m) 154. (f) VERT ANG EB3967 EB3967.Superseded values are not recommended for survey control. EB3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3967.See file dsdata.txt to determine how the superseded data were derived. EB3967 EB3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6459315899(NAD 83) EB3967_MARKER: DE = TRAVERSE STATION DISK EB3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3967_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3967_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3967+STABILITY: SURFACE MOTION EB3967 EB3967 HISTORY - Date Condition Report By EB3967 HISTORY - 1977 MONUMENTED NCGS EB3967 EB3967 STATION DESCRIPTION EB3967 EB3967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3967'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES WEST-SOUTHWEST OF EB3967'FAIRMONT AND 1.8 MILES NORTH-NORTHEAST OF GRADDYSVILLE. EB3967' EB3967'TO REACH STATION FROM INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3967'PROCEED WEST ALONG NC 130 FOR 0.4 MILE TO STATION IN LEFT SHOULDER EB3967'APPROXIMATELY 300 FEET WEST OF A SMALL FRAME RESIDENCE AND 0.2 MILE EB3967'EAST OF SR 2465 CROSSROAD. EB3967' EB3967'STATION MARK IS A STANDARD DISK STAMPED---RODNEY 1977---SET IN THE EB3967'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3967'THE MARK IS 14.5 FEET SOUTH OF CENTERLINE OF NC 130, 16.6 FEET NORTH EB3967'OF POWER POLE WITH REFERENCE TAG, 82.1 FEET SOUTHEAST OF EAST END OF EB3967'CULVERT UNDER FIELD ROAD ACROSS HIGHWAY AND 93.4 FEET SOUTHEAST OF EB3967'WEST END OF SAME CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3968 *********************************************************************** EB3968 DESIGNATION - ROGERS EB3968 PID - EB3968 EB3968 STATE/COUNTY- NC/ROBESON EB3968 USGS QUAD - RED SPRINGS (1974) EB3968 EB3968 *CURRENT SURVEY CONTROL EB3968 ___________________________________________________________________ EB3968* NAD 83(1986)- 34 48 30.54562(N) 079 11 05.00314(W) ADJUSTED EB3968* NAVD 88 - 61.823 (meters) 202.83 (feet) ADJUSTED EB3968 ___________________________________________________________________ EB3968 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EB3968 GEOID HEIGHT- -33.00 (meters) GEOID03 EB3968 DYNAMIC HT - 61.765 (meters) 202.64 (feet) COMP EB3968 MODELED GRAV- 979,706.3 (mgal) NAVD 88 EB3968 EB3968 HORZ ORDER - SECOND EB3968 VERT ORDER - SECOND CLASS II EB3968 EB3968.The North Carolina HARNS have been completed but, EB3968.due to contractual restrictions, coordinates for these stations EB3968.will NOT be published in the near future. In the interim, the EB3968.published coordinates in North Carolina will not be EB3968.consistent with the Continuously Operating Reference Stations EB3968.(CORS). The HARN coordinates for these stations are available EB3968.upon request. Contact Gary Thompson(919-733-3836). EB3968. EB3968.In addition, the published North Carolina positions EB3968.(NAD 83 (1986)) are NOT consistent with those determined in EB3968.adjacent state readjustments. The discontinuity between stations EB3968.located in North Carolina and those in adjacent states EB3968.which have been adjusted to the HARN may be as much as 5 EB3968.decimeters. This will result in a significant loss of accuracy EB3968.over lines crossing such state borders. EB3968 EB3968 EB3968.The horizontal coordinates were established by classical geodetic methods EB3968.and adjusted by the National Geodetic Survey in April 1991. EB3968 EB3968.The orthometric height was determined by differential leveling EB3968.and adjusted by the National Geodetic Survey in October 1999. EB3968 EB3968.The Laplace correction was computed from DEFLEC99 derived deflections. EB3968 EB3968.The geoid height was determined by GEOID03. EB3968 EB3968.The dynamic height is computed by dividing the NAVD 88 EB3968.geopotential number by the normal gravity value computed on the EB3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3968.degrees latitude (g = 980.6199 gals.). EB3968 EB3968.The modeled gravity was interpolated from observed gravity values. EB3968 EB3968; North East Units Scale Factor Converg. EB3968;SPC NC - 117,434.210 592,700.652 MT 0.99990233 -0 06 23.8 EB3968;SPC NC - 385,282.07 1,944,552.06 sFT 0.99990233 -0 06 23.8 EB3968;UTM 17 - 3,853,306.876 666,041.800 MT 0.99993981 +1 02 11.3 EB3968 EB3968! - Elev Factor x Scale Factor = Combined Factor EB3968!SPC NC - 0.99999548 x 0.99990233 = 0.99989781 EB3968!UTM 17 - 0.99999548 x 0.99993981 = 0.99993529 EB3968 EB3968 SUPERSEDED SURVEY CONTROL EB3968 EB3968 NGVD 29 (04/22/91) 62.2 (m) 204. (f) VERT ANG EB3968 EB3968.Superseded values are not recommended for survey control. EB3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3968.See file dsdata.txt to determine how the superseded data were derived. EB3968 EB3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6604253307(NAD 83) EB3968_MARKER: DE = TRAVERSE STATION DISK EB3968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3968_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3968_STAMPING: ROGERS 1977 EB3968_MARK LOGO: NCGS EB3968_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3968+STABILITY: SURFACE MOTION EB3968 EB3968 HISTORY - Date Condition Report By EB3968 HISTORY - 1977 MONUMENTED NCGS EB3968 HISTORY - 19890124 GOOD NCGS EB3968 EB3968 STATION DESCRIPTION EB3968 EB3968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3968'THE STATION IS LOCATED IN RED SPRINGS, 0.45 MILE SOUTH ALONG NC 72 EB3968'MAIN STREET FROM 4TH AVENUE AT INTERSECTION WITH ROGERS STREET AND IN EB3968'FRONT OF C.H. HUGGINS RESIDENCE. EB3968' EB3968'STATION MARK IS A STANDARD DISK STAMPED---ROGERS 1977---SET IN THE EB3968'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3968'THE MARK IS 22.5 FEET EAST-SOUTHEAST OF CENTERLINE OF MAIN STREET, EB3968'5.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF CONCRETE WALKWAY TO BRICK EB3968'RESIDENCE, 83.1 FEET NORTH-NORTHEAST OF CENTERLINE OF ROGERS STREET, EB3968'6.7 FEET NORTHWEST OF A 24 INCH GUM WITH REFERENCE TAG, 64.7 FEET EB3968'SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 3.4 FEET EB3968'EAST-SOUTHEAST OF EAST CURB OF MAIN STREET. EB3968 EB3968 STATION RECOVERY (1989) EB3968 EB3968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3968'STATION IS LOCATED IN RED SPRINGS. ALONG NC 72 (SOUTH MAIN STREET) FOR EB3968'0.45 MI (0.72 KM) SOUTH FROM 4TH AVENUE, AT ROGERS STREET, IN FRONT OF EB3968'THE C.H. HUGGINS RESIDENCE. MARK IS RECESSED 5 INCHES BELOW GROUND. EB3968'LOCATED 22.5 FT (6.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF MAIN EB3968'STREET, 5.1 FT (1.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF A CONCRETE EB3968'WALKWAY TO THE BRICK RESIDENCE, 83.1 FT (25.3 M) NORTH-NORTHEAST OF EB3968'THE CENTERLINE OF ROGERS STREET, 64.7 FT (19.7 M) SOUTH-SOUTHEAST OF A EB3968'POWER POLE WITH REFERENCE TAG, AND 3.4 FT (1.0 M) EAST-SOUTHEAST OF EB3968'EAST CURB OF MAIN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1637 *********************************************************************** EB1637 DESIGNATION - ROSCOE EB1637 PID - EB1637 EB1637 STATE/COUNTY- NC/ROBESON EB1637 USGS QUAD - MAXTON (1982) EB1637 EB1637 *CURRENT SURVEY CONTROL EB1637 ___________________________________________________________________ EB1637* NAD 83(1986)- 34 42 07.30676(N) 079 17 01.07579(W) ADJUSTED EB1637* NAVD 88 - 51.249 (meters) 168.14 (feet) ADJUSTED EB1637 ___________________________________________________________________ EB1637 LAPLACE CORR- -4.49 (seconds) DEFLEC99 EB1637 GEOID HEIGHT- -32.87 (meters) GEOID03 EB1637 DYNAMIC HT - 51.201 (meters) 167.98 (feet) COMP EB1637 MODELED GRAV- 979,693.3 (mgal) NAVD 88 EB1637 EB1637 HORZ ORDER - SECOND EB1637 VERT ORDER - SECOND CLASS I EB1637 EB1637.The North Carolina HARNS have been completed but, EB1637.due to contractual restrictions, coordinates for these stations EB1637.will NOT be published in the near future. In the interim, the EB1637.published coordinates in North Carolina will not be EB1637.consistent with the Continuously Operating Reference Stations EB1637.(CORS). The HARN coordinates for these stations are available EB1637.upon request. Contact Gary Thompson(919-733-3836). EB1637. EB1637.In addition, the published North Carolina positions EB1637.(NAD 83 (1986)) are NOT consistent with those determined in EB1637.adjacent state readjustments. The discontinuity between stations EB1637.located in North Carolina and those in adjacent states EB1637.which have been adjusted to the HARN may be as much as 5 EB1637.decimeters. This will result in a significant loss of accuracy EB1637.over lines crossing such state borders. EB1637 EB1637 EB1637.The horizontal coordinates were established by classical geodetic methods EB1637.and adjusted by the National Geodetic Survey in April 1991. EB1637 EB1637.The orthometric height was determined by differential leveling EB1637.and adjusted by the National Geodetic Survey in June 1991. EB1637 EB1637.The Laplace correction was computed from DEFLEC99 derived deflections. EB1637 EB1637.The geoid height was determined by GEOID03. EB1637 EB1637.The dynamic height is computed by dividing the NAVD 88 EB1637.geopotential number by the normal gravity value computed on the EB1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1637.degrees latitude (g = 980.6199 gals.). EB1637 EB1637.The modeled gravity was interpolated from observed gravity values. EB1637 EB1637; North East Units Scale Factor Converg. EB1637;SPC NC - 105,646.938 583,617.607 MT 0.99991830 -0 09 49.3 EB1637;SPC NC - 346,610.00 1,914,752.10 sFT 0.99991830 -0 09 49.3 EB1637;UTM 17 - 3,841,340.769 657,195.386 MT 0.99990457 +0 58 38.4 EB1637 EB1637! - Elev Factor x Scale Factor = Combined Factor EB1637!SPC NC - 0.99999711 x 0.99991830 = 0.99991541 EB1637!UTM 17 - 0.99999711 x 0.99990457 = 0.99990168 EB1637 EB1637 SUPERSEDED SURVEY CONTROL EB1637 EB1637 NGVD 29 (10/06/93) 51.532 (m) 169.07 (f) ADJUSTED 2 1 EB1637 EB1637.Superseded values are not recommended for survey control. EB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1637.See file dsdata.txt to determine how the superseded data were derived. EB1637 EB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5719541341(NAD 83) EB1637_MARKER: DE = TRAVERSE STATION DISK EB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1637_SP_SET: CONCRETE POST EB1637_STAMPING: ROSCOE 1977 EB1637_MARK LOGO: NCGS EB1637_PROJECTION: RECESSED 15 CENTIMETERS EB1637_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1637+STABILITY: SURFACE MOTION EB1637 EB1637 HISTORY - Date Condition Report By EB1637 HISTORY - 1977 MONUMENTED NCGS EB1637 HISTORY - 1978 GOOD NCGS EB1637 EB1637 STATION DESCRIPTION EB1637 EB1637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1637'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES EAST-SOUTHEAST OF EB1637'MAXTON AND 5.5 MILES WEST-NORTHWEST OF PEMBROKE. EB1637' EB1637'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB1637'PROCEED NORTHWEST ALONG US 74 FOR 3.35 MILES TO STATION IN RIGHT EB1637'SHOULDER ABOUT MIDWAY BETWEEN TWO CLUSTERS OF TREES IN A LARGE EB1637'CULTIVATED FIELD APPROXIMATELY 350 FEET SOUTHEAST OF THE SOUTH CORNER EB1637'OF POND AND 0.95 MILE NORTHWEST OF WHITE HILL CHURCH. EB1637' EB1637'STATION MARK IS A STANDARD DISK STAMPED---ROSCOE 1977---SET IN THE EB1637'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1637'SURFACE. THE MARK IS 20.8 FEET NORTHEAST OF CENTERLINE OF US 74 AND EB1637'WITH REFERENCE TAG, 112.0 FEET EAST OF A 10 INCH PERSIMON WITH EB1637'REFERENCE TAG, 100.8 FEET NORTH OF A 10 INCH BIRCH WITH REFERENCE TAG EB1637'AND 122.8 FEET WEST-NORTHWEST OF AN 8 INCH BIRCH WITH REFERENCE TAG. EB1637 EB1637 STATION RECOVERY (1978) EB1637 EB1637'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1637'4.2 MI SE FROM MAXTON. EB1637'3.35 MILES NORTHWEST ALONG U.S. 74 FROM N.C. 710 CROSSROAD WEST EB1637'OF PEMBROKE, ON RIGHT IN SHOULDEER, ABOUT MIDWAY BETWEEN TWO EB1637'CLUSTERS OF TREES IN A CULTIVATED FIELD, APPROXIMATELY 350 FEET EB1637'SOUTHEAST OF SOUTH CORNER OF POND AND 0.95 MILE NORTHWEST OF EB1637'WHITE HILL CHURCH, 20.8 FEET NORTHEAST OF CENTERLINE OF U.S. 74, EB1637'112.0 FEET EAST OF 10 INCH PERSIMMON, 100.8 FEET NORTH OF 10 INCH EB1637'BIRCH AND 122.8 FEET WEST-NORTHWEST OF 8 INCH BIRCH - ALL WITH EB1637'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3969 *********************************************************************** EB3969 DESIGNATION - ROWLAND EB3969 PID - EB3969 EB3969 STATE/COUNTY- NC/ROBESON EB3969 USGS QUAD - ROWLAND (1982) EB3969 EB3969 *CURRENT SURVEY CONTROL EB3969 ___________________________________________________________________ EB3969* NAD 83(1986)- 34 31 22.23116(N) 079 16 35.45950(W) ADJUSTED EB3969* NAVD 88 - 51.3 (meters) 168. (feet) VERTCON EB3969 ___________________________________________________________________ EB3969 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EB3969 GEOID HEIGHT- -33.09 (meters) GEOID03 EB3969 EB3969 HORZ ORDER - SECOND EB3969 EB3969.The North Carolina HARNS have been completed but, EB3969.due to contractual restrictions, coordinates for these stations EB3969.will NOT be published in the near future. In the interim, the EB3969.published coordinates in North Carolina will not be EB3969.consistent with the Continuously Operating Reference Stations EB3969.(CORS). The HARN coordinates for these stations are available EB3969.upon request. Contact Gary Thompson(919-733-3836). EB3969. EB3969.In addition, the published North Carolina positions EB3969.(NAD 83 (1986)) are NOT consistent with those determined in EB3969.adjacent state readjustments. The discontinuity between stations EB3969.located in North Carolina and those in adjacent states EB3969.which have been adjusted to the HARN may be as much as 5 EB3969.decimeters. This will result in a significant loss of accuracy EB3969.over lines crossing such state borders. EB3969 EB3969 EB3969.The horizontal coordinates were established by classical geodetic methods EB3969.and adjusted by the National Geodetic Survey in April 1991. EB3969 EB3969.The NAVD 88 height was computed by applying the VERTCON shift value to EB3969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3969 EB3969.The Laplace correction was computed from DEFLEC99 derived deflections. EB3969 EB3969.The geoid height was determined by GEOID03. EB3969 EB3969; North East Units Scale Factor Converg. EB3969;SPC NC - 85,768.558 584,214.104 MT 0.99995291 -0 09 34.5 EB3969;SPC NC - 281,392.34 1,916,709.11 sFT 0.99995291 -0 09 34.5 EB3969;SPC SC - 299,583.006 767,819.052 MT 0.99990445 +0 57 19.8 EB3969;SPC SC - 982,883.88 2,519,091.38 iFT 0.99990445 +0 57 19.8 EB3969;UTM 17 - 3,821,478.732 658,186.812 MT 0.99990844 +0 58 37.1 EB3969 EB3969! - Elev Factor x Scale Factor = Combined Factor EB3969!SPC NC - 0.99999715 x 0.99995291 = 0.99995006 EB3969!SPC SC - 0.99999715 x 0.99990445 = 0.99990160 EB3969!UTM 17 - 0.99999715 x 0.99990844 = 0.99990559 EB3969 EB3969 SUPERSEDED SURVEY CONTROL EB3969 EB3969 NGVD 29 (04/22/91) 51.5 (m) 169. (f) VERT ANG EB3969 EB3969.Superseded values are not recommended for survey control. EB3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3969.See file dsdata.txt to determine how the superseded data were derived. EB3969 EB3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5818721479(NAD 83) EB3969_MARKER: DE = TRAVERSE STATION DISK EB3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3969_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3969_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3969+STABILITY: SURFACE MOTION EB3969 EB3969 HISTORY - Date Condition Report By EB3969 HISTORY - 1977 MONUMENTED NCGS EB3969 HISTORY - 1988 GOOD USPSQD EB3969 EB3969 STATION DESCRIPTION EB3969 EB3969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3969'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF ROWLAND EB3969'AND 1.7 MILES NORTH OF ECHO. EB3969' EB3969'THE STATION IS LOCATED AT THE NC 130 I 95 INTERCHANGE AT THE SOUTHEAST EB3969'CORNER OF THE BRIDGE. EB3969' EB3969'STATION MARK IS A STANDARD DISK STAMPED---ROWLAND 1977---SET IN TOP EB3969'OF CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS EB3969'31.6 FEET EAST OF CENTERLINE OF NC 130, 25.4 FEET SOUTH OF SOUTHEAST EB3969'END OF BRIDGE RAIL, 3.2 FEET WEST OF 7TH METAL GUARD RAIL POST FROM EB3969'BRIDGE AND 7.4 FEET NORTHWEST OF 8TH METAL GUARD RAIL POST FROM BRIDGE EB3969 EB3969 STATION RECOVERY (1988) EB3969 EB3969'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB3969'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2507 *********************************************************************** EB2507 DESIGNATION - ROX EB2507 PID - EB2507 EB2507 STATE/COUNTY- NC/ROBESON EB2507 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2507 EB2507 *CURRENT SURVEY CONTROL EB2507 ___________________________________________________________________ EB2507* NAD 83(1986)- 34 36 38.82935(N) 078 57 46.35893(W) ADJUSTED EB2507* NAVD 88 - 45.2 (meters) 148. (feet) VERTCON EB2507 ___________________________________________________________________ EB2507 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EB2507 GEOID HEIGHT- -34.08 (meters) GEOID03 EB2507 EB2507 HORZ ORDER - SECOND EB2507 EB2507.The North Carolina HARNS have been completed but, EB2507.due to contractual restrictions, coordinates for these stations EB2507.will NOT be published in the near future. In the interim, the EB2507.published coordinates in North Carolina will not be EB2507.consistent with the Continuously Operating Reference Stations EB2507.(CORS). The HARN coordinates for these stations are available EB2507.upon request. Contact Gary Thompson(919-733-3836). EB2507. EB2507.In addition, the published North Carolina positions EB2507.(NAD 83 (1986)) are NOT consistent with those determined in EB2507.adjacent state readjustments. The discontinuity between stations EB2507.located in North Carolina and those in adjacent states EB2507.which have been adjusted to the HARN may be as much as 5 EB2507.decimeters. This will result in a significant loss of accuracy EB2507.over lines crossing such state borders. EB2507 EB2507 EB2507.The horizontal coordinates were established by classical geodetic methods EB2507.and adjusted by the National Geodetic Survey in July 1986. EB2507 EB2507.The NAVD 88 height was computed by applying the VERTCON shift value to EB2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2507 EB2507.The Laplace correction was computed from DEFLEC99 derived deflections. EB2507 EB2507.The geoid height was determined by GEOID03. EB2507 EB2507; North East Units Scale Factor Converg. EB2507;SPC NC - 95,489.143 613,005.813 MT 0.99993472 +0 01 17.1 EB2507;SPC NC - 313,283.96 2,011,169.90 sFT 0.99993472 +0 01 17.1 EB2507;UTM 17 - 3,831,768.571 686,780.792 MT 1.00003002 +1 09 26.7 EB2507 EB2507! - Elev Factor x Scale Factor = Combined Factor EB2507!SPC NC - 0.99999826 x 0.99993472 = 0.99993298 EB2507!UTM 17 - 0.99999826 x 1.00003002 = 1.00002828 EB2507 EB2507: Primary Azimuth Mark Grid Az EB2507:SPC NC - ROBINS 257 12 56.8 EB2507:UTM 17 - ROBINS 256 04 47.2 EB2507 EB2507|---------------------------------------------------------------------| EB2507| PID Reference Object Distance Geod. Az | EB2507| dddmmss.s | EB2507| EB2506 ROBINS APPROX. 0.8 KM 2571413.9 | EB2507|---------------------------------------------------------------------| EB2507 EB2507 SUPERSEDED SURVEY CONTROL EB2507 EB2507 NAD 27 - 34 36 38.23596(N) 078 57 47.24373(W) AD( ) 2 EB2507 NGVD 29 (07/19/86) 45.5 (m) 149. (f) VERT ANG EB2507 EB2507.Superseded values are not recommended for survey control. EB2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2507.See file dsdata.txt to determine how the superseded data were derived. EB2507 EB2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8678131769(NAD 83) EB2507_MARKER: DE = TRAVERSE STATION DISK EB2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2507_STAMPING: ROX 1965 EB2507_MARK LOGO: NCGS EB2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2507+STABILITY: SURFACE MOTION EB2507 EB2507 HISTORY - Date Condition Report By EB2507 HISTORY - 1965 MONUMENTED NCGS EB2507 HISTORY - 1981 MARK NOT FOUND USGS EB2507 EB2507 STATION DESCRIPTION EB2507 EB2507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2507'ROX IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2507'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2507' EB2507'ROX IS 2.8 MILES E OF LUMBERTON. LOCATED 1.55 MILES ENE EB2507'ALONG SR 2112 FROM NC 211 BYPASS. 0.3 MILES SW OF T INTERSECTION EB2507'OF SR 2112 AND SR 2110. AND ON SE SHOULDER OF SR 2112. EB2507' EB2507'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED EB2507'ROX 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2507'IS FLUSH WITH THE SURFACE OF THE GROUND. EB2507' EB2507'MARK IS EB2507' EB2507'13.0 FT E OF C/L OF SR 2112 EB2507' EB2507'40.5 FT SE OF FENCE POST WITH ALUMINUM REF. TAG. EB2507' EB2507'48.9 FT SE OF CORNER FENCE POST WITH ALUMINUM REF. TAG. EB2507' EB2507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2507 EB2507 STATION RECOVERY (1981) EB2507 EB2507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2507'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3970 *********************************************************************** EB3970 DESIGNATION - ROY EB3970 PID - EB3970 EB3970 STATE/COUNTY- NC/ROBESON EB3970 USGS QUAD - RENNERT (1972) EB3970 EB3970 *CURRENT SURVEY CONTROL EB3970 ___________________________________________________________________ EB3970* NAD 83(1986)- 34 51 03.66582(N) 079 07 02.47279(W) ADJUSTED EB3970* NAVD 88 - 61.0 (meters) 200. (feet) VERTCON EB3970 ___________________________________________________________________ EB3970 LAPLACE CORR- -4.46 (seconds) DEFLEC99 EB3970 GEOID HEIGHT- -33.13 (meters) GEOID03 EB3970 EB3970 HORZ ORDER - SECOND EB3970 EB3970.The North Carolina HARNS have been completed but, EB3970.due to contractual restrictions, coordinates for these stations EB3970.will NOT be published in the near future. In the interim, the EB3970.published coordinates in North Carolina will not be EB3970.consistent with the Continuously Operating Reference Stations EB3970.(CORS). The HARN coordinates for these stations are available EB3970.upon request. Contact Gary Thompson(919-733-3836). EB3970. EB3970.In addition, the published North Carolina positions EB3970.(NAD 83 (1986)) are NOT consistent with those determined in EB3970.adjacent state readjustments. The discontinuity between stations EB3970.located in North Carolina and those in adjacent states EB3970.which have been adjusted to the HARN may be as much as 5 EB3970.decimeters. This will result in a significant loss of accuracy EB3970.over lines crossing such state borders. EB3970 EB3970 EB3970.The horizontal coordinates were established by classical geodetic methods EB3970.and adjusted by the National Geodetic Survey in April 1991. EB3970 EB3970.The NAVD 88 height was computed by applying the VERTCON shift value to EB3970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3970 EB3970.The Laplace correction was computed from DEFLEC99 derived deflections. EB3970 EB3970.The geoid height was determined by GEOID03. EB3970 EB3970; North East Units Scale Factor Converg. EB3970;SPC NC - 122,142.900 598,869.957 MT 0.99989690 -0 04 03.8 EB3970;SPC NC - 400,730.50 1,964,792.52 sFT 0.99989690 -0 04 03.8 EB3970;UTM 17 - 3,858,137.997 672,116.233 MT 0.99996512 +1 04 33.9 EB3970 EB3970! - Elev Factor x Scale Factor = Combined Factor EB3970!SPC NC - 0.99999562 x 0.99989690 = 0.99989252 EB3970!UTM 17 - 0.99999562 x 0.99996512 = 0.99996074 EB3970 EB3970 SUPERSEDED SURVEY CONTROL EB3970 EB3970 NGVD 29 (04/22/91) 61.3 (m) 201. (f) VERT ANG EB3970 EB3970.Superseded values are not recommended for survey control. EB3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3970.See file dsdata.txt to determine how the superseded data were derived. EB3970 EB3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7211658138(NAD 83) EB3970_MARKER: DE = TRAVERSE STATION DISK EB3970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3970_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3970_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3970+STABILITY: SURFACE MOTION EB3970 EB3970 HISTORY - Date Condition Report By EB3970 HISTORY - 1977 MONUMENTED NCGS EB3970 EB3970 STATION DESCRIPTION EB3970 EB3970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3970'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES EAST-NORTHEAST OF EB3970'SHANNON AND 3.6 MILES SOUTHWEST OF LUMBER BRIDGE. EB3970' EB3970'TO REACH STATION FROM NC 20 AND NC 71 CROSSROAD AT LUMBER BRIDGE, EB3970'PROCEED SOUTHWEST ALONG NC 71 FOR 3.7 MILES TO A LEFT FORK (SR 1505) EB3970'AND STATION ON SOUTHEAST SIDE OF INTERSECTION. EB3970' EB3970'STATION MARK IS A STANDARD DISK STAMPED---ROY 1977---SET IN THE TOP EB3970'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3970'MARK IS 48.2 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 71, 45.2 FEET EB3970'EAST OF CENTERLINE OF SR 1505, 51.5 FEET SOUTHEAST OF CENTERLINE EB3970'INTERSECTION, 45.7 FEET WEST OF POWER POLE 3301 WITH TRANSFORMER AND EB3970'REFERENCE TAG, 50.5 FEET NORTHEAST OF STOP SIGN WITH REFERENCE TAG, EB3970'41.6 FEET WEST OF TELEPHONE JUNCTION BOX AND 0.5 FEET NORTHWEST OF EB3970'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3971 *********************************************************************** EB3971 DESIGNATION - RUSS EB3971 PID - EB3971 EB3971 STATE/COUNTY- NC/ROBESON EB3971 USGS QUAD - GADDYSVILLE (1962) EB3971 EB3971 *CURRENT SURVEY CONTROL EB3971 ___________________________________________________________________ EB3971* NAD 83(1986)- 34 28 17.98150(N) 079 12 01.10240(W) ADJUSTED EB3971* NAVD 88 - 41.3 (meters) 135. (feet) VERTCON EB3971 ___________________________________________________________________ EB3971 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EB3971 GEOID HEIGHT- -33.32 (meters) GEOID03 EB3971 EB3971 HORZ ORDER - SECOND EB3971 EB3971.The North Carolina HARNS have been completed but, EB3971.due to contractual restrictions, coordinates for these stations EB3971.will NOT be published in the near future. In the interim, the EB3971.published coordinates in North Carolina will not be EB3971.consistent with the Continuously Operating Reference Stations EB3971.(CORS). The HARN coordinates for these stations are available EB3971.upon request. Contact Gary Thompson(919-733-3836). EB3971. EB3971.In addition, the published North Carolina positions EB3971.(NAD 83 (1986)) are NOT consistent with those determined in EB3971.adjacent state readjustments. The discontinuity between stations EB3971.located in North Carolina and those in adjacent states EB3971.which have been adjusted to the HARN may be as much as 5 EB3971.decimeters. This will result in a significant loss of accuracy EB3971.over lines crossing such state borders. EB3971 EB3971 EB3971.The horizontal coordinates were established by classical geodetic methods EB3971.and adjusted by the National Geodetic Survey in April 1991. EB3971 EB3971.The NAVD 88 height was computed by applying the VERTCON shift value to EB3971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3971 EB3971.The Laplace correction was computed from DEFLEC99 derived deflections. EB3971 EB3971.The geoid height was determined by GEOID03. EB3971 EB3971; North East Units Scale Factor Converg. EB3971;SPC NC - 80,074.480 591,199.542 MT 0.99996456 -0 06 56.2 EB3971;SPC NC - 262,711.02 1,939,627.16 sFT 0.99996456 -0 06 56.2 EB3971;UTM 17 - 3,815,924.406 665,283.463 MT 0.99993674 +1 01 07.9 EB3971 EB3971! - Elev Factor x Scale Factor = Combined Factor EB3971!SPC NC - 0.99999875 x 0.99996456 = 0.99996331 EB3971!UTM 17 - 0.99999875 x 0.99993674 = 0.99993549 EB3971 EB3971 SUPERSEDED SURVEY CONTROL EB3971 EB3971 NGVD 29 (04/22/91) 41.6 (m) 136. (f) VERT ANG EB3971 EB3971.Superseded values are not recommended for survey control. EB3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3971.See file dsdata.txt to determine how the superseded data were derived. EB3971 EB3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6528315924(NAD 83) EB3971_MARKER: DE = TRAVERSE STATION DISK EB3971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3971_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3971_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3971+STABILITY: SURFACE MOTION EB3971 EB3971 HISTORY - Date Condition Report By EB3971 HISTORY - 1977 MONUMENTED NCGS EB3971 EB3971 STATION DESCRIPTION EB3971 EB3971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3971'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES WEST-SOUTHWEST OF EB3971'FAIRMONT AND 2.0 MILES NORTHEAST OF GRADDYSVILLE. EB3971' EB3971'THE STATION IS AT THE INTERSECTION OF NC 130 WITH NC 904 AT FIVE FORKS EB3971'IN TRAFFIC ISLAND IN FRONT OF RUSS GROCERY STORE. EB3971' EB3971'STATION MARK IS A STANDARD DISK STAMPED---RUSS 1977---SET IN THE TOP EB3971'OF A CONCRETE CYLINDER, 2 INCHES BELOW THE GROUND SURFACE. THE MARK IS EB3971'20.2 FEET SOUTH OF CENTERLINE OF NC 130, 33.4 FEET EAST OF CENTERLINE EB3971'OF NC 904, 95.3 FEET WEST OF SERVICE POLE WITH LIGHT AND REFERENCE EB3971'TAG, 42.4 FEET WEST OF NORTHWEST CORNER OF GROCERY STORE, 54.7 FEET EB3971'WEST-NORTHWEST OF SOUTHWEST CORNER OF GROCERY STORE AND 5.8 FEET EB3971'NORTHEAST OF WEST END OF TRAFFIC ISLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2539 *********************************************************************** EB2539 DESIGNATION - RUTH EB2539 PID - EB2539 EB2539 STATE/COUNTY- NC/ROBESON EB2539 USGS QUAD - SAINT PAULS (1986) EB2539 EB2539 *CURRENT SURVEY CONTROL EB2539 ___________________________________________________________________ EB2539* NAD 83(1986)- 34 52 21.94805(N) 078 58 32.47476(W) ADJUSTED EB2539* NAVD 88 - 53.1 (meters) 174. (feet) VERTCON EB2539 ___________________________________________________________________ EB2539 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2539 GEOID HEIGHT- -33.52 (meters) GEOID03 EB2539 EB2539 HORZ ORDER - SECOND EB2539 EB2539.The North Carolina HARNS have been completed but, EB2539.due to contractual restrictions, coordinates for these stations EB2539.will NOT be published in the near future. In the interim, the EB2539.published coordinates in North Carolina will not be EB2539.consistent with the Continuously Operating Reference Stations EB2539.(CORS). The HARN coordinates for these stations are available EB2539.upon request. Contact Gary Thompson(919-733-3836). EB2539. EB2539.In addition, the published North Carolina positions EB2539.(NAD 83 (1986)) are NOT consistent with those determined in EB2539.adjacent state readjustments. The discontinuity between stations EB2539.located in North Carolina and those in adjacent states EB2539.which have been adjusted to the HARN may be as much as 5 EB2539.decimeters. This will result in a significant loss of accuracy EB2539.over lines crossing such state borders. EB2539 EB2539 EB2539.The horizontal coordinates were established by classical geodetic methods EB2539.and adjusted by the National Geodetic Survey in July 1986. EB2539 EB2539.The NAVD 88 height was computed by applying the VERTCON shift value to EB2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2539 EB2539.The Laplace correction was computed from DEFLEC99 derived deflections. EB2539 EB2539.The geoid height was determined by GEOID03. EB2539 EB2539; North East Units Scale Factor Converg. EB2539;SPC NC - 124,548.933 611,823.865 MT 0.99989433 +0 00 50.5 EB2539;SPC NC - 408,624.29 2,007,292.13 sFT 0.99989433 +0 00 50.5 EB2539;UTM 17 - 3,860,802.383 685,020.793 MT 1.00002193 +1 09 27.9 EB2539 EB2539! - Elev Factor x Scale Factor = Combined Factor EB2539!SPC NC - 0.99999692 x 0.99989433 = 0.99989125 EB2539!UTM 17 - 0.99999692 x 1.00002193 = 1.00001885 EB2539 EB2539: Primary Azimuth Mark Grid Az EB2539:SPC NC - MIDWAY 000 03 00.2 EB2539:UTM 17 - MIDWAY 358 54 22.8 EB2539 EB2539|---------------------------------------------------------------------| EB2539| PID Reference Object Distance Geod. Az | EB2539| dddmmss.s | EB2539| EB2549 MIDWAY APPROX. 1.2 KM 0000350.7 | EB2539|---------------------------------------------------------------------| EB2539 EB2539 SUPERSEDED SURVEY CONTROL EB2539 EB2539 NAD 27 - 34 52 21.35895(N) 078 58 33.36898(W) AD( ) 2 EB2539 NGVD 29 (07/19/86) 53.4 (m) 175. (f) VERT ANG EB2539 EB2539.Superseded values are not recommended for survey control. EB2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2539.See file dsdata.txt to determine how the superseded data were derived. EB2539 EB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8502160802(NAD 83) EB2539_MARKER: DE = TRAVERSE STATION DISK EB2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2539_STAMPING: RUTH 1969 EB2539_MARK LOGO: NCGS EB2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2539+STABILITY: SURFACE MOTION EB2539 EB2539 HISTORY - Date Condition Report By EB2539 HISTORY - 1969 MONUMENTED NCGS EB2539 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2539 HISTORY - 20020617 MARK NOT FOUND USPSQD EB2539 EB2539 STATION DESCRIPTION EB2539 EB2539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2539'RUTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2539'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2539' EB2539'RUTH IS LOCATED APPROXIMATELY 2.8 MILES EAST OF PARKTON AND 4.5 MILES EB2539'NORTHWEST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2539'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES NORTHWEST EB2539'OF ST. PAULS, GO NORTHWEST ON US 301 FOR 2.4 MILES TO INTERSECTION EB2539'OF US 301 AND SR 1979, CONTINUE NORTHWEST ON US 301 FOR 0.45 MILE EB2539'TO STATION ON LEFT, APPROXIMATELY 150 FEET SOUTHEAST OF ENTRANCE EB2539'TO RUTHS BEAUTY SHOP AND 0.75 MILE SOUTHEAST OF INTERSECTION OF EB2539'US 301 AND SR 1723. EB2539' EB2539'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISKS, STAMPED RUTH EB2539'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2539'INCH BELOW THE SURFACE OF THE GROUND. EB2539' EB2539'MARK IS EB2539' EB2539'18.0 FEET W OF C/L OF US 301. EB2539'124.2 FEET NNE OF 36 INCH OAK TREE. EB2539'48.7 FEET SE OF 36 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2539'55.6 FEET WSW OF TP NO. 115 WITH ALUMINUM REF. TAG. EB2539'124.1 FEET SSW OF TP NO. 114 WITH ALUMINUM REF. TAG. EB2539 EB2539 STATION RECOVERY (1995) EB2539 EB2539'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2539'MARK NOT FOUND. EB2539 EB2539 STATION RECOVERY (2002) EB2539 EB2539'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2539'SEARCHED USING GPS COORDINATES AND NO REFERENCE MARKS OR THE MARKER EB2539'WERE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2530 *********************************************************************** EB2530 DESIGNATION - SAINT EB2530 PID - EB2530 EB2530 STATE/COUNTY- NC/ROBESON EB2530 USGS QUAD - SAINT PAULS (1986) EB2530 EB2530 *CURRENT SURVEY CONTROL EB2530 ___________________________________________________________________ EB2530* NAD 83(1986)- 34 47 59.22304(N) 078 59 29.42029(W) ADJUSTED EB2530* NAVD 88 - 51.9 (meters) 170. (feet) VERTCON EB2530 ___________________________________________________________________ EB2530 LAPLACE CORR- -5.29 (seconds) DEFLEC99 EB2530 GEOID HEIGHT- -33.66 (meters) GEOID03 EB2530 EB2530 HORZ ORDER - SECOND EB2530 EB2530.The North Carolina HARNS have been completed but, EB2530.due to contractual restrictions, coordinates for these stations EB2530.will NOT be published in the near future. In the interim, the EB2530.published coordinates in North Carolina will not be EB2530.consistent with the Continuously Operating Reference Stations EB2530.(CORS). The HARN coordinates for these stations are available EB2530.upon request. Contact Gary Thompson(919-733-3836). EB2530. EB2530.In addition, the published North Carolina positions EB2530.(NAD 83 (1986)) are NOT consistent with those determined in EB2530.adjacent state readjustments. The discontinuity between stations EB2530.located in North Carolina and those in adjacent states EB2530.which have been adjusted to the HARN may be as much as 5 EB2530.decimeters. This will result in a significant loss of accuracy EB2530.over lines crossing such state borders. EB2530 EB2530 EB2530.The horizontal coordinates were established by classical geodetic methods EB2530.and adjusted by the National Geodetic Survey in July 1986. EB2530 EB2530.The NAVD 88 height was computed by applying the VERTCON shift value to EB2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2530 EB2530.The Laplace correction was computed from DEFLEC99 derived deflections. EB2530 EB2530.The geoid height was determined by GEOID03. EB2530 EB2530; North East Units Scale Factor Converg. EB2530;SPC NC - 116,453.381 610,378.464 MT 0.99990350 +0 00 17.6 EB2530;SPC NC - 382,064.13 2,002,550.01 sFT 0.99990350 +0 00 17.6 EB2530;UTM 17 - 3,852,678.640 683,736.970 MT 1.00001610 +1 08 47.7 EB2530 EB2530! - Elev Factor x Scale Factor = Combined Factor EB2530!SPC NC - 0.99999713 x 0.99990350 = 0.99990063 EB2530!UTM 17 - 0.99999713 x 1.00001610 = 1.00001323 EB2530 EB2530: Primary Azimuth Mark Grid Az EB2530:SPC NC - PAUL 020 59 00.8 EB2530:UTM 17 - PAUL 019 50 30.7 EB2530 EB2530|---------------------------------------------------------------------| EB2530| PID Reference Object Distance Geod. Az | EB2530| dddmmss.s | EB2530| EB2531 PAUL APPROX. 1.3 KM 0205918.4 | EB2530|---------------------------------------------------------------------| EB2530 EB2530 SUPERSEDED SURVEY CONTROL EB2530 EB2530 NAD 27 - 34 47 58.63628(N) 078 59 30.31116(W) AD( ) 2 EB2530 NGVD 29 (07/19/86) 52.2 (m) 171. (f) VERT ANG EB2530 EB2530.Superseded values are not recommended for survey control. EB2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2530.See file dsdata.txt to determine how the superseded data were derived. EB2530 EB2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8373752679(NAD 83) EB2530_MARKER: DE = TRAVERSE STATION DISK EB2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2530_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2530_STAMPING: SAINT 1969 EB2530_MARK LOGO: NCGS EB2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2530+STABILITY: SURFACE MOTION EB2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2530+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002 EB2530 EB2530 HISTORY - Date Condition Report By EB2530 HISTORY - 1969 MONUMENTED NCGS EB2530 HISTORY - 19950522 GOOD USPSQD EB2530 HISTORY - 20020616 GOOD USPSQD EB2530 EB2530 STATION DESCRIPTION EB2530 EB2530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2530'SAINT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2530'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2530' EB2530'SAINT IS LOCATED APPROXIMATELY 1.05 MILES SOUTH OF ST. PAULS. EB2530'STATION IS NEAR THE SOUTHWEST QUADRANT OF BRIDGE ON SR 1006 OVER EB2530'I-95, 0.85 MILE SOUTH OF INTERSECTION OF I-95 AND NC 20, AND 2.05 EB2530'MILES NORTHWEST OF BRIDGE ON SR 1758 OVER I-95. EB2530' EB2530'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SAINT EB2530'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2530'INCH BELOW THE SURFACE OF THE GROUND. EB2530' EB2530'MARK IS EB2530' EB2530'17.5 FEET S OF C/L OF SR 1006. EB2530'8.6 FEET SE OF REFLECTOR POST. EB2530'12.8 FEET ESE OF SECOND STEEL POST. EB2530'1.7 FEET S OF END OF GUARD RAIL. EB2530'1.2 FEET SW OF SW CORNER OF BRIDGE ABUTMENT. EB2530 EB2530 STATION RECOVERY (1995) EB2530 EB2530'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2530'RECOVERED IN GOOD CONDITION. EB2530 EB2530 STATION RECOVERY (2002) EB2530 EB2530'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2530'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2622 *********************************************************************** EB2622 DESIGNATION - SALEM EB2622 PID - EB2622 EB2622 STATE/COUNTY- NC/ROBESON EB2622 USGS QUAD - ROWLAND (1982) EB2622 EB2622 *CURRENT SURVEY CONTROL EB2622 ___________________________________________________________________ EB2622* NAD 83(1986)- 34 36 16.15348(N) 079 19 47.06862(W) ADJUSTED EB2622* NAVD 88 - 48.3 (meters) 158. (feet) VERTCON EB2622 ___________________________________________________________________ EB2622 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EB2622 GEOID HEIGHT- -32.84 (meters) GEOID03 EB2622 EB2622 HORZ ORDER - FIRST EB2622 EB2622.The North Carolina HARNS have been completed but, EB2622.due to contractual restrictions, coordinates for these stations EB2622.will NOT be published in the near future. In the interim, the EB2622.published coordinates in North Carolina will not be EB2622.consistent with the Continuously Operating Reference Stations EB2622.(CORS). The HARN coordinates for these stations are available EB2622.upon request. Contact Gary Thompson(919-733-3836). EB2622. EB2622.In addition, the published North Carolina positions EB2622.(NAD 83 (1986)) are NOT consistent with those determined in EB2622.adjacent state readjustments. The discontinuity between stations EB2622.located in North Carolina and those in adjacent states EB2622.which have been adjusted to the HARN may be as much as 5 EB2622.decimeters. This will result in a significant loss of accuracy EB2622.over lines crossing such state borders. EB2622 EB2622 EB2622.The horizontal coordinates were established by classical geodetic methods EB2622.and adjusted by the National Geodetic Survey in July 1986. EB2622 EB2622.The NAVD 88 height was computed by applying the VERTCON shift value to EB2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2622 EB2622.The Laplace correction was computed from DEFLEC99 derived deflections. EB2622 EB2622.The geoid height was determined by GEOID03. EB2622 EB2622; North East Units Scale Factor Converg. EB2622;SPC NC - 94,840.028 579,357.613 MT 0.99993594 -0 11 25.1 EB2622;SPC NC - 311,154.33 1,900,775.77 sFT 0.99993594 -0 11 25.1 EB2622;SPC SC - 308,557.933 762,786.992 MT 0.99992671 +0 55 33.6 EB2622;SPC SC - 1,012,329.18 2,502,581.99 iFT 0.99992671 +0 55 33.6 EB2622;UTM 17 - 3,830,451.567 653,151.373 MT 0.99988911 +0 56 55.5 EB2622 EB2622! - Elev Factor x Scale Factor = Combined Factor EB2622!SPC NC - 0.99999757 x 0.99993594 = 0.99993351 EB2622!SPC SC - 0.99999757 x 0.99992671 = 0.99992428 EB2622!UTM 17 - 0.99999757 x 0.99988911 = 0.99988668 EB2622 EB2622: Primary Azimuth Mark Grid Az EB2622:SPC NC - SALEM AZ MK 310 46 13.4 EB2622:SPC SC - SALEM AZ MK 309 39 14.7 EB2622:UTM 17 - SALEM AZ MK 309 37 52.8 EB2622 EB2622|---------------------------------------------------------------------| EB2622| PID Reference Object Distance Geod. Az | EB2622| dddmmss.s | EB2622| EB2613 PEMBROKE MUNICIPAL TANK APPROX.14.9 KM 0554549.5 | EB2622| EB2621 ROWLAND MUNICIPAL TANK APPROX. 7.7 KM 1541928.9 | EB2622| EB3571 SALEM RM 1 56.528 METERS 17017 | EB2622| EB3572 SALEM RM 2 52.487 METERS 23024 | EB2622| EB3570 SALEM AZ MK 3103448.3 | EB2622| EB3573 SALEM RM 3 AZIMUTH 3124932.4 | EB2622| EB2636 RADIO STATION WEWO MAST APPROX.19.2 KM 3345051.0 | EB2622| EB2631 LAURINBURG MAXTON AIRPORT BCN APPROX.22.0 KM 3514349.2 | EB2622| EB2616 MAXTON MUNICIPAL TANK APPROX.15.0 KM 3530838.6 | EB2622|---------------------------------------------------------------------| EB2622 EB2622 SUPERSEDED SURVEY CONTROL EB2622 EB2622 NAD 27 - 34 36 15.57100(N) 079 19 47.91400(W) AD( ) 1 EB2622 NGVD 29 (07/19/86) 48.6 (m) 159. (f) VERT ANG EB2622 EB2622.Superseded values are not recommended for survey control. EB2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2622.See file dsdata.txt to determine how the superseded data were derived. EB2622 EB2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5315130452(NAD 83) EB2622_MARKER: DS = TRIANGULATION STATION DISK EB2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2622_STAMPING: SALEM 1933 EB2622_MARK LOGO: CGS EB2622 EB2622 HISTORY - Date Condition Report By EB2622 HISTORY - 1933 MONUMENTED CGS EB2622 HISTORY - 1949 GOOD CGS EB2622 HISTORY - 1970 GOOD CGS EB2622 EB2622 STATION DESCRIPTION EB2622 EB2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2622'ABOUT 5 MILES NORTHWEST OF ROWLAND AND 10 MILES SOUTHWEST OF EB2622'PEMBROKE, IN YARD OF SALEM COLORED SCHOOL. TO REACH FROM RAILROAD EB2622'STATION IN ROWLAND, GO NORTHWEST 5.3 MILES ON NORTH CAROLINA EB2622'ROUTE 71 DIRECT TO STATION SITE. STATION IS ABOUT 120 YARDS EB2622'EAST-NORTHEAST OF HIGHWAY, 110.5 FEET NORTHWEST OF NORTHWEST SIDE EB2622'OF SCHOOL, AND 20 FEET SOUTHEAST OF DRAINAGE DITCH ALONG EB2622'NORTHWEST SIDE OF SCHOOL YARD. SURFACE AND UNDERGROUND MARKS EB2622'ARE STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS EB2622'ARE STANDARD REFERENCE DISKS IN CONCRETE. EB2622'REFERENCE MARK NO. 1 IS 75.5 FEET EB2622'SOUTHEAST OF SOUTH CORNER OF SCHOOL, 22 FEET WEST-SOUTHWEST OF EB2622'30-INCH WHITE-OAK TREE, AND 185.45 FEET FROM STATION EB2622'REFERENCE MARK NO. 2 IS ABOUT 60 YARDS EAST-NORTHEAST OF EB2622'HIGHWAY, 12 FEET SOUTHEAST OF CENTER LINE OF DRIVE INTO SCHOOL EB2622'YARD, 2 FEET NORTH-NORTHEAST OF 24-INCH WHITE-OAK TREE, AND 172.17 EB2622'FEET FROM STATION. EB2622'REFERENCE MARK NO. 3 IS 20 FEET SOUTHWEST EB2622'OF CENTER LINE OF HIGHWAY, 118 FEET NORTHWEST OF CENTER EB2622'LINE OF LANE WITH NAMES C. BARNES, W. D. MCCULLOM, AND S. MCCULLOM, EB2622'380 FEET NORTHWEST OF RESIDENCE OF W. M. WALKER, AND APPROXIMATELY EB2622'0.15 MILE FROM STATION. EB2622 EB2622 STATION RECOVERY (1949) EB2622 EB2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2622'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD EB2622'CONDITION. THE OLD DESCRIPTION IS ADEQUATE. EB2622 EB2622 STATION RECOVERY (1970) EB2622 EB2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LDF) EB2622'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EB2622'CONDITION. REFERENCE MARK 3 WAS SEARCHED FOR AND COULD NOT BE EB2622'FOUND. AN AZIMUTH MARK WAS ESTABLISHED. THE SCHOOL MENTIONED IN THE EB2622'1933 DESCRIPTION IS NOW A TENANT HOUSE. DUE TO ROAD CHANGES A EB2622'COMPLETE NEW DESCRIPTION FOLLOWS. EB2622' EB2622'THE STATION IS ABOUT 10 MILES SOUTHWEST OF PEMBROKE, 9-1/2 MILES EB2622'NORTH-NORTHEAST OF LITTLE ROCK, SOUTH CAROLINA AND 5 MILES NORTHWEST EB2622'OF ROWLAND, ON LAND OF MRS BULLOCK, AND FARMED BY S. M. COOK, WHO EB2622'LIVES ABOUT 0.3 MILES SOUTHEAST OF THE STATION. EB2622' EB2622'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 301 AND 305 EB2622'IN ROWLAND. GO NORTHWEST ON HIGHWAY 501 FOR 5.3 MILES TO A FIELD EB2622'ROAD LEADING TO A FARM HOUSE. (TO REACH THE AZIMUTH MARK FROM THIS EB2622'POINT, CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.2 MILE TO THE MARK EB2622'ON THE LEFT.) TURN RIGHT AND GO EASTERLY ON FIELD ROAD FOR 0.1 MILE EB2622'TO A FARM HOUSE AND THE STATION. EB2622' EB2622'STATION MARK IS A STANDARD DISK, STAMPED---SALEM 1933---, SET IN TOP EB2622'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE THE EB2622'GROUND. IT IS 114.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF FARM EB2622'HOUSE, 111.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE EB2622'HOUSE, 28.5 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND 1.4 FEET EB2622'SOUTHWEST OF A WITNESS POST. EB2622' EB2622'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---SALEM NO 1 1933---SET EB2622'IN TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES EB2622'ABOVE THE GROUND. IT IS 95.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST EB2622'CORNER OF THE HOUSE, 39.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A EB2622'DRIVEWAY, 23.0 FEET WEST-SOUTHWEST OF A 30 INCH OAK TREE AND ABOUT EB2622'THE SAME ELEVATION AS THE STATION. EB2622' EB2622'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---SALEM NO 2 1933---SET EB2622'IN TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES EB2622'ABOVE THE GROUND. THE MARK IS IN A SOYBEAN FIELD AND LOCAL EB2622'MEASUREMENTS COULD NOT BE MADE TO THE MARK. IT IS APPROXIMATELY 160 EB2622'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 501 AND ABOUT THE SAME EB2622'ELEVATION AS THE STATION. EB2622' EB2622'AZIMUTH MARK IS A STANDARD DISK, STAMPED---SALEM 1933 1970---SET THE EB2622'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 EB2622'INCHES ABOVE THE GROUND. IT IS 62.0 FEET WEST-SOUTHWEST OF THE EB2622'CENTERLINE OF U.S. HIGHWAY 501, 1.8 FEET NORTH-NORTHWEST OF A WITNESS EB2622'POST AND 1.3 FEET SOUTHWEST OF A TELEPHONE LINE POLE. EB2622' EB2622'THERE WAS NO OLD DATA AVAILABLE AT THE TIME OF THIS WRITING. EB2622' EB2622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST EB2622'OF ROWLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2588 *********************************************************************** EB2588 DESIGNATION - SAM EB2588 PID - EB2588 EB2588 STATE/COUNTY- NC/ROBESON EB2588 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2588 EB2588 *CURRENT SURVEY CONTROL EB2588 ___________________________________________________________________ EB2588* NAD 83(1986)- 34 37 38.70723(N) 079 02 21.78306(W) ADJUSTED EB2588* NAVD 88 - 36.7 (meters) 120. (feet) VERTCON EB2588 ___________________________________________________________________ EB2588 LAPLACE CORR- -5.63 (seconds) DEFLEC99 EB2588 GEOID HEIGHT- -33.81 (meters) GEOID03 EB2588 EB2588 HORZ ORDER - SECOND EB2588 EB2588.The North Carolina HARNS have been completed but, EB2588.due to contractual restrictions, coordinates for these stations EB2588.will NOT be published in the near future. In the interim, the EB2588.published coordinates in North Carolina will not be EB2588.consistent with the Continuously Operating Reference Stations EB2588.(CORS). The HARN coordinates for these stations are available EB2588.upon request. Contact Gary Thompson(919-733-3836). EB2588. EB2588.In addition, the published North Carolina positions EB2588.(NAD 83 (1986)) are NOT consistent with those determined in EB2588.adjacent state readjustments. The discontinuity between stations EB2588.located in North Carolina and those in adjacent states EB2588.which have been adjusted to the HARN may be as much as 5 EB2588.decimeters. This will result in a significant loss of accuracy EB2588.over lines crossing such state borders. EB2588 EB2588 EB2588.The horizontal coordinates were established by classical geodetic methods EB2588.and adjusted by the National Geodetic Survey in July 1986. EB2588 EB2588.The NAVD 88 height was computed by applying the VERTCON shift value to EB2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2588 EB2588.The Laplace correction was computed from DEFLEC99 derived deflections. EB2588 EB2588.The geoid height was determined by GEOID03. EB2588 EB2588; North East Units Scale Factor Converg. EB2588;SPC NC - 97,334.230 605,989.937 MT 0.99993154 -0 01 21.8 EB2588;SPC NC - 319,337.39 1,988,151.98 sFT 0.99993154 -0 01 21.8 EB2588;UTM 17 - 3,833,474.269 679,729.128 MT 0.99999816 +1 06 51.8 EB2588 EB2588! - Elev Factor x Scale Factor = Combined Factor EB2588!SPC NC - 0.99999955 x 0.99993154 = 0.99993109 EB2588!UTM 17 - 0.99999955 x 0.99999816 = 0.99999771 EB2588 EB2588: Primary Azimuth Mark Grid Az EB2588:SPC NC - PARD 113 09 33.7 EB2588:UTM 17 - PARD 112 01 20.1 EB2588 EB2588|---------------------------------------------------------------------| EB2588| PID Reference Object Distance Geod. Az | EB2588| dddmmss.s | EB2588| EB2600 PARD APPROX. 2.5 KM 1130811.9 | EB2588|---------------------------------------------------------------------| EB2588 EB2588 SUPERSEDED SURVEY CONTROL EB2588 EB2588 NAD 27 - 34 37 38.11719(N) 079 02 22.65841(W) AD( ) 2 EB2588 NGVD 29 (07/19/86) 37.0 (m) 121. (f) VERT ANG EB2588 EB2588.Superseded values are not recommended for survey control. EB2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2588.See file dsdata.txt to determine how the superseded data were derived. EB2588 EB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7972933474(NAD 83) EB2588_MARKER: DE = TRAVERSE STATION DISK EB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2588_STAMPING: SAM 1965 EB2588_MARK LOGO: NCGS EB2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2588+STABILITY: SURFACE MOTION EB2588 EB2588 HISTORY - Date Condition Report By EB2588 HISTORY - 1965 MONUMENTED NCGS EB2588 EB2588 STATION DESCRIPTION EB2588 EB2588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2588'SAM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2588'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2588' EB2588'SAM IS 1.7 MILES WNW OF LUMBERTON. LOCATED ON THE RIGHT OF EB2588'WAY OF THE SEABOARD AIR LINE RR. TO REACH THE STATION LEAVE EB2588'THE CROSSING OF NC 72 AND THE RR AND GO WEST 0.2 MILES ON A EB2588'SOIL SURFACE ROAD RUNNING PARALLEL AND ON THE N SIDE OF THE EB2588'RAILROAD TO THE E SIDE OF THE OVERHEAD BRIDGE OF BYPASS 301 EB2588'OVER THE RAILROAD AND STATION. EB2588' EB2588'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2588'SAM 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2588'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2588' EB2588'MARK IS EB2588' EB2588'34.9 FT SW OF C/L OF DIRT ROAD EB2588' EB2588'80.2 FT W OF TP 7 WITH ALUMINUM REF. TAG EB2588' EB2588'74.2 FT S OF TP 6 WITH ALUMINUM REF. TAG EB2588' EB2588'8.8 FT NE OF N RAIL EB2588' EB2588'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3973 *********************************************************************** EB3973 DESIGNATION - SANDS EB3973 PID - EB3973 EB3973 STATE/COUNTY- NC/ROBESON EB3973 USGS QUAD - GADDYSVILLE (1962) EB3973 EB3973 *CURRENT SURVEY CONTROL EB3973 ___________________________________________________________________ EB3973* NAD 83(1986)- 34 28 38.12189(N) 079 14 15.16129(W) ADJUSTED EB3973* NAVD 88 - 41.6 (meters) 136. (feet) VERTCON EB3973 ___________________________________________________________________ EB3973 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB3973 GEOID HEIGHT- -33.22 (meters) GEOID03 EB3973 EB3973 HORZ ORDER - SECOND EB3973 EB3973.The North Carolina HARNS have been completed but, EB3973.due to contractual restrictions, coordinates for these stations EB3973.will NOT be published in the near future. In the interim, the EB3973.published coordinates in North Carolina will not be EB3973.consistent with the Continuously Operating Reference Stations EB3973.(CORS). The HARN coordinates for these stations are available EB3973.upon request. Contact Gary Thompson(919-733-3836). EB3973. EB3973.In addition, the published North Carolina positions EB3973.(NAD 83 (1986)) are NOT consistent with those determined in EB3973.adjacent state readjustments. The discontinuity between stations EB3973.located in North Carolina and those in adjacent states EB3973.which have been adjusted to the HARN may be as much as 5 EB3973.decimeters. This will result in a significant loss of accuracy EB3973.over lines crossing such state borders. EB3973 EB3973 EB3973.The horizontal coordinates were established by classical geodetic methods EB3973.and adjusted by the National Geodetic Survey in April 1991. EB3973 EB3973.The NAVD 88 height was computed by applying the VERTCON shift value to EB3973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3973 EB3973.The Laplace correction was computed from DEFLEC99 derived deflections. EB3973 EB3973.The geoid height was determined by GEOID03. EB3973 EB3973; North East Units Scale Factor Converg. EB3973;SPC NC - 80,702.610 587,780.010 MT 0.99996325 -0 08 13.6 EB3973;SPC NC - 264,771.81 1,928,408.25 sFT 0.99996325 -0 08 13.6 EB3973;SPC SC - 294,587.680 771,482.613 MT 0.99989291 +0 58 37.6 EB3973;SPC SC - 966,495.01 2,531,110.94 iFT 0.99989291 +0 58 37.6 EB3973;UTM 17 - 3,816,484.674 661,852.278 MT 0.99992290 +0 59 52.5 EB3973 EB3973! - Elev Factor x Scale Factor = Combined Factor EB3973!SPC NC - 0.99999869 x 0.99996325 = 0.99996194 EB3973!SPC SC - 0.99999869 x 0.99989291 = 0.99989160 EB3973!UTM 17 - 0.99999869 x 0.99992290 = 0.99992159 EB3973 EB3973 SUPERSEDED SURVEY CONTROL EB3973 EB3973 NGVD 29 (04/22/91) 41.9 (m) 137. (f) VERT ANG EB3973 EB3973.Superseded values are not recommended for survey control. EB3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3973.See file dsdata.txt to determine how the superseded data were derived. EB3973 EB3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6185216485(NAD 83) EB3973_MARKER: DE = TRAVERSE STATION DISK EB3973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3973_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3973_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3973+STABILITY: SURFACE MOTION EB3973 EB3973 HISTORY - Date Condition Report By EB3973 HISTORY - 1977 MONUMENTED NCGS EB3973 EB3973 STATION DESCRIPTION EB3973 EB3973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3973'THE STATION IS LOCATED APPROXIMATELY 7.1 MILES WEST OF FAIRMONT AND EB3973'2.1 MILES NORTH-NORTHWEST OF GRADDYSVILLE. EB3973' EB3973'TO REACH STATION FROM THE INTERSECTION OF NC 130 WITH NC 904 AT FIVE EB3973'FORKS, PROCEED WEST ALONG NC 130 FOR 2.0 MILES TO HAMMOND CROSSROADS- EB3973'SR 2481 SOUTH AND SR 2489 WEST - CONTINUE NORTHWEST ALONG NC 130 FOR EB3973'0.5 MILE TO STATION IN LEFT SHOULDER AT THE ENTRANCE TO AN OPEN FIELD. EB3973' EB3973'STATION MARK IS A STANDARD DISK STAMPED---SANDS 1977---SET IN THE TOP EB3973'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. THE EB3973'MARK IS 15.3 FEET SOUTHWEST OF THE CENTERLINE OF NC 130, 9.6 FEET EB3973'SOUTHEAST OF THE CENTERLINE OF FIELD ROAD, 25.4 FEET NORTH OF A METAL EB3973'SIGN POST, 48.8 FEET EAST-SOUTHEAST OF A 12 INCH OAK WITH REFERENCE EB3973'TAG, 31.9 FEET NORTHEAST OF A 20 INCH PINE WITH REFERENCE TAG AND 54.0 EB3973'FEET SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3974 *********************************************************************** EB3974 DESIGNATION - SARAH EB3974 PID - EB3974 EB3974 STATE/COUNTY- NC/ROBESON EB3974 USGS QUAD - MAXTON (1982) EB3974 EB3974 *CURRENT SURVEY CONTROL EB3974 ___________________________________________________________________ EB3974* NAD 83(1986)- 34 43 34.36086(N) 079 21 13.91476(W) ADJUSTED EB3974* NAVD 88 - 60.5 (meters) 198. (feet) VERTCON EB3974 ___________________________________________________________________ EB3974 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3974 GEOID HEIGHT- -32.66 (meters) GEOID03 EB3974 EB3974 HORZ ORDER - SECOND EB3974 EB3974.The North Carolina HARNS have been completed but, EB3974.due to contractual restrictions, coordinates for these stations EB3974.will NOT be published in the near future. In the interim, the EB3974.published coordinates in North Carolina will not be EB3974.consistent with the Continuously Operating Reference Stations EB3974.(CORS). The HARN coordinates for these stations are available EB3974.upon request. Contact Gary Thompson(919-733-3836). EB3974. EB3974.In addition, the published North Carolina positions EB3974.(NAD 83 (1986)) are NOT consistent with those determined in EB3974.adjacent state readjustments. The discontinuity between stations EB3974.located in North Carolina and those in adjacent states EB3974.which have been adjusted to the HARN may be as much as 5 EB3974.decimeters. This will result in a significant loss of accuracy EB3974.over lines crossing such state borders. EB3974 EB3974 EB3974.The horizontal coordinates were established by classical geodetic methods EB3974.and adjusted by the National Geodetic Survey in April 1991. EB3974 EB3974.The NAVD 88 height was computed by applying the VERTCON shift value to EB3974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3974 EB3974.The Laplace correction was computed from DEFLEC99 derived deflections. EB3974 EB3974.The geoid height was determined by GEOID03. EB3974 EB3974; North East Units Scale Factor Converg. EB3974;SPC NC - 108,349.961 577,193.126 MT 0.99991438 -0 12 15.3 EB3974;SPC NC - 355,478.16 1,893,674.45 sFT 0.99991438 -0 12 15.3 EB3974;UTM 17 - 3,843,915.196 650,718.483 MT 0.99987999 +0 56 16.5 EB3974 EB3974! - Elev Factor x Scale Factor = Combined Factor EB3974!SPC NC - 0.99999563 x 0.99991438 = 0.99991001 EB3974!UTM 17 - 0.99999563 x 0.99987999 = 0.99987562 EB3974 EB3974 SUPERSEDED SURVEY CONTROL EB3974 EB3974 NGVD 29 (04/22/91) 60.8 (m) 199. (f) VERT ANG EB3974 EB3974.Superseded values are not recommended for survey control. EB3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3974.See file dsdata.txt to determine how the superseded data were derived. EB3974 EB3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5071843915(NAD 83) EB3974_MARKER: DE = TRAVERSE STATION DISK EB3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3974_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3974_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3974+STABILITY: SURFACE MOTION EB3974 EB3974 HISTORY - Date Condition Report By EB3974 HISTORY - 1977 MONUMENTED NCGS EB3974 EB3974 STATION DESCRIPTION EB3974 EB3974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3974'THE STATION IS LOCATED APPROXIMATELY 0.7 MILES SOUTH-SOUTHWEST OF EB3974'MAXTON AND 6.1 MILES NORTH OF RAEMON. EB3974' EB3974'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 PATTERSON EB3974'STREET IN MAXTON, PROCEED SOUTHERLY ALONG NC 130 FOR 0.7 MILE TO EB3974'STATION ON RIGHT AT THE NORTHEAST CORNER OF A PECAN GROVE, EB3974'APPROXIMATELY 180 FEET NORTH OF A BLOCK BUILDING AND 0.25 MILE NORTH EB3974'OF T INTERSECTION WITH SR 1109 WEST. EB3974' EB3974'STATION MARK IS A STANDARD DISK STAMPED---SARAH 1977---SET IN THE EB3974'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3974'THE MARK IS 35.2 FEET WEST OF CENTERLINE OF NC 130 WITH REFERENCE TAG, EB3974'15.5 FEET SOUTHWEST OF CONCRETE PROP CORNER POST WITH REFERENCE TAG, EB3974'30.4 FEET NORTH-NORTHEAST OF 14 INCH PECAN WITH REFERENCE TAG, 55.9 EB3974'FEET EAST-NORTHEAST OF 12 INCH PECAN WITH REFERENCE TAG, 91.9 FEET EB3974'NORTHWEST OF TELEPHONE POLE 163 WITH REFERENCE TAG AND 136.3 FEET EB3974'SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3975 *********************************************************************** EB3975 DESIGNATION - SAVE EB3975 PID - EB3975 EB3975 STATE/COUNTY- NC/ROBESON EB3975 USGS QUAD - ROWLAND (1982) EB3975 EB3975 *CURRENT SURVEY CONTROL EB3975 ___________________________________________________________________ EB3975* NAD 83(1986)- 34 30 31.74807(N) 079 15 55.18728(W) ADJUSTED EB3975* NAVD 88 - 43.0 (meters) 141. (feet) VERTCON EB3975 ___________________________________________________________________ EB3975 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EB3975 GEOID HEIGHT- -33.13 (meters) GEOID03 EB3975 EB3975 HORZ ORDER - SECOND EB3975 EB3975.The North Carolina HARNS have been completed but, EB3975.due to contractual restrictions, coordinates for these stations EB3975.will NOT be published in the near future. In the interim, the EB3975.published coordinates in North Carolina will not be EB3975.consistent with the Continuously Operating Reference Stations EB3975.(CORS). The HARN coordinates for these stations are available EB3975.upon request. Contact Gary Thompson(919-733-3836). EB3975. EB3975.In addition, the published North Carolina positions EB3975.(NAD 83 (1986)) are NOT consistent with those determined in EB3975.adjacent state readjustments. The discontinuity between stations EB3975.located in North Carolina and those in adjacent states EB3975.which have been adjusted to the HARN may be as much as 5 EB3975.decimeters. This will result in a significant loss of accuracy EB3975.over lines crossing such state borders. EB3975 EB3975 EB3975.The horizontal coordinates were established by classical geodetic methods EB3975.and adjusted by the National Geodetic Survey in April 1991. EB3975 EB3975.The NAVD 88 height was computed by applying the VERTCON shift value to EB3975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3975 EB3975.The Laplace correction was computed from DEFLEC99 derived deflections. EB3975 EB3975.The geoid height was determined by GEOID03. EB3975 EB3975; North East Units Scale Factor Converg. EB3975;SPC NC - 84,210.227 585,237.003 MT 0.99995602 -0 09 11.3 EB3975;SPC NC - 276,279.72 1,920,065.07 sFT 0.99995602 -0 09 11.3 EB3975;SPC SC - 298,044.953 768,872.025 MT 0.99990083 +0 57 42.1 EB3975;SPC SC - 977,837.77 2,522,546.01 iFT 0.99990083 +0 57 42.1 EB3975;UTM 17 - 3,819,941.061 659,240.367 MT 0.99991256 +0 58 58.6 EB3975 EB3975! - Elev Factor x Scale Factor = Combined Factor EB3975!SPC NC - 0.99999845 x 0.99995602 = 0.99995447 EB3975!SPC SC - 0.99999845 x 0.99990083 = 0.99989928 EB3975!UTM 17 - 0.99999845 x 0.99991256 = 0.99991101 EB3975 EB3975 SUPERSEDED SURVEY CONTROL EB3975 EB3975 NGVD 29 (04/22/91) 43.3 (m) 142. (f) VERT ANG EB3975 EB3975.Superseded values are not recommended for survey control. EB3975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3975.See file dsdata.txt to determine how the superseded data were derived. EB3975 EB3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5924019941(NAD 83) EB3975_MARKER: DE = TRAVERSE STATION DISK EB3975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3975_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3975_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3975+STABILITY: SURFACE MOTION EB3975 EB3975 HISTORY - Date Condition Report By EB3975 HISTORY - 1977 MONUMENTED NCGS EB3975 EB3975 STATION DESCRIPTION EB3975 EB3975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3975'THE STATION IS LOCATED APPROXIMATELY 8.5 MILES SOUTHWEST OF FAIRMONT EB3975'AND 2.4 MILES SOUTHEAST OF ROWLAND. EB3975' EB3975'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 SOUTHEAST OF ROWLAND EB3975'PROCEED SOUTHEAST ALONG NC 130 FOR 1.2 MILES TO SR 2464 ON LEFT AND EB3975'STATION ON EAST SIDE OF INTERSECTION IN EDGE OF A CULTIVATED FIELD. EB3975' EB3975'STATION MARK IS A STANDARD DISK STAMPED---SAVE 1977---SET IN TOP OF EB3975'CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS EB3975'142.0 FEET NORTHEAST OF CENTERLINE OF NC 130, 28.5 FEET SOUTHEAST OF EB3975'CENTERLINE OF SR 2464, 73.5 FEET NORTHEAST OF UNDERGROUND CABLE POST EB3975'WITH REFERENCE TAG, 124.6 FEET EAST OF LARGER OF TWO TELEPHONE EB3975'PEDESTALS AND 109.0 FEET EAST OF 12 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3977 *********************************************************************** EB3977 DESIGNATION - SEAL EB3977 PID - EB3977 EB3977 STATE/COUNTY- NC/ROBESON EB3977 USGS QUAD - PEMBROKE (1982) EB3977 EB3977 *CURRENT SURVEY CONTROL EB3977 ___________________________________________________________________ EB3977* NAD 83(1986)- 34 39 24.00902(N) 079 14 36.98697(W) ADJUSTED EB3977* NAVD 88 - 50.2 (meters) 165. (feet) VERTCON EB3977 ___________________________________________________________________ EB3977 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB3977 GEOID HEIGHT- -33.03 (meters) GEOID03 EB3977 EB3977 HORZ ORDER - SECOND EB3977 EB3977.The North Carolina HARNS have been completed but, EB3977.due to contractual restrictions, coordinates for these stations EB3977.will NOT be published in the near future. In the interim, the EB3977.published coordinates in North Carolina will not be EB3977.consistent with the Continuously Operating Reference Stations EB3977.(CORS). The HARN coordinates for these stations are available EB3977.upon request. Contact Gary Thompson(919-733-3836). EB3977. EB3977.In addition, the published North Carolina positions EB3977.(NAD 83 (1986)) are NOT consistent with those determined in EB3977.adjacent state readjustments. The discontinuity between stations EB3977.located in North Carolina and those in adjacent states EB3977.which have been adjusted to the HARN may be as much as 5 EB3977.decimeters. This will result in a significant loss of accuracy EB3977.over lines crossing such state borders. EB3977 EB3977 EB3977.The horizontal coordinates were established by classical geodetic methods EB3977.and adjusted by the National Geodetic Survey in April 1991. EB3977 EB3977.The NAVD 88 height was computed by applying the VERTCON shift value to EB3977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3977 EB3977.The Laplace correction was computed from DEFLEC99 derived deflections. EB3977 EB3977.The geoid height was determined by GEOID03. EB3977 EB3977; North East Units Scale Factor Converg. EB3977;SPC NC - 100,605.556 587,271.922 MT 0.99992615 -0 08 26.2 EB3977;SPC NC - 330,070.06 1,926,741.30 sFT 0.99992615 -0 08 26.2 EB3977;UTM 17 - 3,836,373.161 660,949.267 MT 0.99991929 +0 59 56.4 EB3977 EB3977! - Elev Factor x Scale Factor = Combined Factor EB3977!SPC NC - 0.99999730 x 0.99992615 = 0.99992345 EB3977!UTM 17 - 0.99999730 x 0.99991929 = 0.99991659 EB3977 EB3977 SUPERSEDED SURVEY CONTROL EB3977 EB3977 NGVD 29 (04/22/91) 50.5 (m) 166. (f) VERT ANG EB3977 EB3977.Superseded values are not recommended for survey control. EB3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3977.See file dsdata.txt to determine how the superseded data were derived. EB3977 EB3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6094936373(NAD 83) EB3977_MARKER: DE = TRAVERSE STATION DISK EB3977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3977_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3977_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3977+STABILITY: SURFACE MOTION EB3977 EB3977 HISTORY - Date Condition Report By EB3977 HISTORY - 1977 MONUMENTED NCGS EB3977 EB3977 STATION DESCRIPTION EB3977 EB3977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3977'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTH OF ELROD AND 3.3 EB3977'MILES SOUTHWEST OF PEMBROKE. EB3977' EB3977'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB3977'PROCEED SOUTH ALONG NC 710 FOR 1.1 MILE TO SR 1165 ON RIGHT AND EB3977'STATION IN SOUTHWEST QUADRANT OF INTERSECTION. EB3977' EB3977'STATION MARK IS A STANDARD DISK STAMPED---SEAL 1977---SET IN THE TOP EB3977'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3977'THE MARK IS 26.1 FEET WEST OF CENTERLINE OF NC 710, 42.4 FEET EB3977'SOUTH-SOUTHWEST OF CENTERLINE OF SR 1165, 94.0 FEET NORTH OF ROUTE EB3977'SIGN POST, 20.7 FEET SOUTH-SOUTHEAST OF STOP SIGN POST, 31.5 FEET EB3977'EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 125.3 FEET SOUTH EB3977'OF SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3979 *********************************************************************** EB3979 DESIGNATION - SEE EB3979 PID - EB3979 EB3979 STATE/COUNTY- NC/ROBESON EB3979 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3979 EB3979 *CURRENT SURVEY CONTROL EB3979 ___________________________________________________________________ EB3979* NAD 83(1986)- 34 41 00.65903(N) 079 03 01.13360(W) ADJUSTED EB3979* NAVD 88 - 45.353 (meters) 148.80 (feet) ADJUSTED EB3979 ___________________________________________________________________ EB3979 LAPLACE CORR- -5.64 (seconds) DEFLEC99 EB3979 GEOID HEIGHT- -33.69 (meters) GEOID03 EB3979 DYNAMIC HT - 45.310 (meters) 148.65 (feet) COMP EB3979 MODELED GRAV- 979,674.5 (mgal) NAVD 88 EB3979 EB3979 HORZ ORDER - SECOND EB3979 VERT ORDER - SECOND CLASS II EB3979 EB3979.The North Carolina HARNS have been completed but, EB3979.due to contractual restrictions, coordinates for these stations EB3979.will NOT be published in the near future. In the interim, the EB3979.published coordinates in North Carolina will not be EB3979.consistent with the Continuously Operating Reference Stations EB3979.(CORS). The HARN coordinates for these stations are available EB3979.upon request. Contact Gary Thompson(919-733-3836). EB3979. EB3979.In addition, the published North Carolina positions EB3979.(NAD 83 (1986)) are NOT consistent with those determined in EB3979.adjacent state readjustments. The discontinuity between stations EB3979.located in North Carolina and those in adjacent states EB3979.which have been adjusted to the HARN may be as much as 5 EB3979.decimeters. This will result in a significant loss of accuracy EB3979.over lines crossing such state borders. EB3979 EB3979 EB3979.The horizontal coordinates were established by classical geodetic methods EB3979.and adjusted by the National Geodetic Survey in April 1991. EB3979 EB3979.The orthometric height was determined by differential leveling EB3979.and adjusted by the National Geodetic Survey in October 1999. EB3979 EB3979.The Laplace correction was computed from DEFLEC99 derived deflections. EB3979 EB3979.The geoid height was determined by GEOID03. EB3979 EB3979.The dynamic height is computed by dividing the NAVD 88 EB3979.geopotential number by the normal gravity value computed on the EB3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3979.degrees latitude (g = 980.6199 gals.). EB3979 EB3979.The modeled gravity was interpolated from observed gravity values. EB3979 EB3979; North East Units Scale Factor Converg. EB3979;SPC NC - 103,557.384 604,990.814 MT 0.99992143 -0 01 44.5 EB3979;SPC NC - 339,754.52 1,984,874.03 sFT 0.99992143 -0 01 44.5 EB3979;UTM 17 - 3,839,676.784 678,606.534 MT 0.99999320 +1 06 35.1 EB3979 EB3979! - Elev Factor x Scale Factor = Combined Factor EB3979!SPC NC - 0.99999817 x 0.99992143 = 0.99991960 EB3979!UTM 17 - 0.99999817 x 0.99999320 = 0.99999137 EB3979 EB3979 SUPERSEDED SURVEY CONTROL EB3979 EB3979 NGVD 29 (04/22/91) 45.6 (m) 150. (f) VERT ANG EB3979 EB3979.Superseded values are not recommended for survey control. EB3979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3979.See file dsdata.txt to determine how the superseded data were derived. EB3979 EB3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7860739677(NAD 83) EB3979_MARKER: DH = HORIZONTAL CONTROL DISK EB3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3979_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3979_STAMPING: SEE 1977 EB3979_MARK LOGO: NCGS EB3979_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3979+STABILITY: SURFACE MOTION EB3979 EB3979 HISTORY - Date Condition Report By EB3979 HISTORY - 1977 MONUMENTED NCGS EB3979 HISTORY - 19881228 GOOD NCGS EB3979 EB3979 STATION DESCRIPTION EB3979 EB3979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3979'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES NORTH-NORTHWEST OF EB3979'LUMBERTON AND 11.8 MILES SOUTHEAST OF RED SPRINGS. EB3979' EB3979'TO REACH STATION FROM THE NC 211 BRIDGE OVER I 95 IN LUMBERTON, EB3979'PROCEED NORTHWEST ALONG NC 211 FOR 3.3 MILES TO STATION IN RIGHT EB3979'SHOULDER AT MERGER OF DITCHES AT THE SOUTHEAST CORNER OF A CULTIVATED EB3979'FIELD, AND 0.15 MILE SOUTHEAST OF SR 1529 CROSSROADS. EB3979' EB3979'STATION MARK IS A STANDARD DISK STAMPED---SEE 1977---SET IN THE TOP EB3979'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3979'THE MARK IS 20.7 FEET NORTHEAST OF CENTERLINE OF NC 211, 2.7 FEET EB3979'SOUTHWEST OF A CROSSROAD SIGN POST WITH REFERENCE TAG, 26.8 FEET EB3979'SOUTHWEST OF A 30 INCH PINE WITH REFERENCE TAG, 54.3 FEET EB3979'WEST-NORTHWEST OF A 20 INCH PINE WITH REFERENCE TAG, 118.7 FEET EB3979'NORTHWEST OF THE SOUTHERNMOST POST FOR A BILLBOARD AND 144.5 FEET EB3979'EAST-SOUTHEAST OF A POWER POLE WITH REFERENCE TAG. EB3979 EB3979 STATION RECOVERY (1988) EB3979 EB3979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3979'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHWEST OF LUMBERTON EB3979'AND 11.8 MI (19.0 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 FOR 3.3 EB3979'MI (5.3 KM) NORTHWEST FROM THE BRIDGE OVER I 95 (IN LUMBERTON), IN THE EB3979'RIGHT SHOULDER, ACROSS THE HIGHWAY FROM A RESTAURANT, AND 0.15 MI EB3979'(0.24 KM) SOUTHEAST OF SR 1529 CROSSROADS. MARK IS RECESSED 6 INCHES EB3979'BELOW THE GROUND. LOCATED 20.7 FT (6.3 M) NORTHEAST OF CENTERLINE OF EB3979'NC 211, 2.7 F T SOUTHWEST OF A CROSSROAD SIGN POST WITH REFERENCE TAG, EB3979'63.6 FT (19.4 M) NORTH OF THE SOUTHEAST END OF A DRIVE CULVERT, 118.7 EB3979'FT (36.2 M) NORTHWEST OF THE SOUTHERNMOST POST FOR A BILLBOARD--AND EB3979'144.5 FT (44.0 M) EAST-SOUTHEAST OF A POWER POLE, 28.6 FT (8.7 M) EB3979'SOUTHWEST OF AN 8-INCH GUM--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3980 *********************************************************************** EB3980 DESIGNATION - SELLERS EB3980 PID - EB3980 EB3980 STATE/COUNTY- NC/ROBESON EB3980 USGS QUAD - MAXTON (1982) EB3980 EB3980 *CURRENT SURVEY CONTROL EB3980 ___________________________________________________________________ EB3980* NAD 83(1986)- 34 41 49.72936(N) 079 21 18.80838(W) ADJUSTED EB3980* NAVD 88 - 57.3 (meters) 188. (feet) VERTCON EB3980 ___________________________________________________________________ EB3980 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EB3980 GEOID HEIGHT- -32.67 (meters) GEOID03 EB3980 EB3980 HORZ ORDER - SECOND EB3980 EB3980.The North Carolina HARNS have been completed but, EB3980.due to contractual restrictions, coordinates for these stations EB3980.will NOT be published in the near future. In the interim, the EB3980.published coordinates in North Carolina will not be EB3980.consistent with the Continuously Operating Reference Stations EB3980.(CORS). The HARN coordinates for these stations are available EB3980.upon request. Contact Gary Thompson(919-733-3836). EB3980. EB3980.In addition, the published North Carolina positions EB3980.(NAD 83 (1986)) are NOT consistent with those determined in EB3980.adjacent state readjustments. The discontinuity between stations EB3980.located in North Carolina and those in adjacent states EB3980.which have been adjusted to the HARN may be as much as 5 EB3980.decimeters. This will result in a significant loss of accuracy EB3980.over lines crossing such state borders. EB3980 EB3980 EB3980.The horizontal coordinates were established by classical geodetic methods EB3980.and adjusted by the National Geodetic Survey in April 1991. EB3980 EB3980.The NAVD 88 height was computed by applying the VERTCON shift value to EB3980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3980 EB3980.The Laplace correction was computed from DEFLEC99 derived deflections. EB3980 EB3980.The geoid height was determined by GEOID03. EB3980 EB3980; North East Units Scale Factor Converg. EB3980;SPC NC - 105,126.437 577,057.098 MT 0.99991912 -0 12 18.1 EB3980;SPC NC - 344,902.32 1,893,228.16 sFT 0.99991912 -0 12 18.1 EB3980;UTM 17 - 3,840,689.720 650,646.719 MT 0.99987972 +0 56 11.2 EB3980 EB3980! - Elev Factor x Scale Factor = Combined Factor EB3980!SPC NC - 0.99999613 x 0.99991912 = 0.99991525 EB3980!UTM 17 - 0.99999613 x 0.99987972 = 0.99987585 EB3980 EB3980 SUPERSEDED SURVEY CONTROL EB3980 EB3980 NGVD 29 (04/22/91) 57.6 (m) 189. (f) VERT ANG EB3980 EB3980.Superseded values are not recommended for survey control. EB3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3980.See file dsdata.txt to determine how the superseded data were derived. EB3980 EB3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5064740690(NAD 83) EB3980_MARKER: DE = TRAVERSE STATION DISK EB3980_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EB3980+WITH SETTING: PAVEMENT EB3980_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3980+STABILITY: SURFACE MOTION EB3980 EB3980 HISTORY - Date Condition Report By EB3980 HISTORY - 1977 MONUMENTED NCGS EB3980 EB3980 STATION DESCRIPTION EB3980 EB3980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3980'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH OF MAXTON AND EB3980'4.1 MILES NORTH OF RAEMON. EB3980' EB3980'TO REACH STATION FROM INTERSECTION US 74 WITH NC 130 IN MAXTON, EB3980'PROCEED SOUTHERLY ALONG NC 130 FOR 2.8 MILES TO STATION ON LEFT EB3980'APPROXIMATELY 400 FEET SOUTH OF INTERSECTION WITH SR 1189 ON THE NORTH EB3980'SIDE OF ED SELLARS FRONT YARD AT FENCE LINE. EB3980' EB3980'STATION MARK IS A STANDARD DISK STAMPED---SELLERS 1977---SET IN THE EB3980'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3980'SURFACE. THE MARK IS 148.0 FEET SOUTHEAST OF CENTERLINE OF 130, 50.6 EB3980'FEET NORTH OF NORTHWEST CORNER OF SELLERS PORCH, 7.3 FEET SOUTH OF EB3980'FENCE POST WITH REFERENCE TAG, 7.9 FEET WEST OF FENCE POST WITH EB3980'REFERENCE TAG, 14.6 FEET EAST OF A 14 INCH HICKORY WITH REFERENCE TAG EB3980'AND 19.6 FEET NORTHWEST OF A 48 INCH OAK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2536 *********************************************************************** EB2536 DESIGNATION - SESSOME EB2536 PID - EB2536 EB2536 STATE/COUNTY- NC/ROBESON EB2536 USGS QUAD - SAINT PAULS (1986) EB2536 EB2536 *CURRENT SURVEY CONTROL EB2536 ___________________________________________________________________ EB2536* NAD 83(1986)- 34 51 26.60292(N) 078 58 45.03700(W) ADJUSTED EB2536* NAVD 88 - 53.0 (meters) 174. (feet) VERTCON EB2536 ___________________________________________________________________ EB2536 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB2536 GEOID HEIGHT- -33.55 (meters) GEOID03 EB2536 EB2536 HORZ ORDER - SECOND EB2536 EB2536.The North Carolina HARNS have been completed but, EB2536.due to contractual restrictions, coordinates for these stations EB2536.will NOT be published in the near future. In the interim, the EB2536.published coordinates in North Carolina will not be EB2536.consistent with the Continuously Operating Reference Stations EB2536.(CORS). The HARN coordinates for these stations are available EB2536.upon request. Contact Gary Thompson(919-733-3836). EB2536. EB2536.In addition, the published North Carolina positions EB2536.(NAD 83 (1986)) are NOT consistent with those determined in EB2536.adjacent state readjustments. The discontinuity between stations EB2536.located in North Carolina and those in adjacent states EB2536.which have been adjusted to the HARN may be as much as 5 EB2536.decimeters. This will result in a significant loss of accuracy EB2536.over lines crossing such state borders. EB2536 EB2536 EB2536.The horizontal coordinates were established by classical geodetic methods EB2536.and adjusted by the National Geodetic Survey in July 1986. EB2536 EB2536.The NAVD 88 height was computed by applying the VERTCON shift value to EB2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2536 EB2536.The Laplace correction was computed from DEFLEC99 derived deflections. EB2536 EB2536.The geoid height was determined by GEOID03. EB2536 EB2536; North East Units Scale Factor Converg. EB2536;SPC NC - 122,843.516 611,505.213 MT 0.99989613 +0 00 43.3 EB2536;SPC NC - 403,029.10 2,006,246.69 sFT 0.99989613 +0 00 43.3 EB2536;UTM 17 - 3,859,090.731 684,736.202 MT 1.00002063 +1 09 19.1 EB2536 EB2536! - Elev Factor x Scale Factor = Combined Factor EB2536!SPC NC - 0.99999694 x 0.99989613 = 0.99989307 EB2536!UTM 17 - 0.99999694 x 1.00002063 = 1.00001757 EB2536 EB2536: Primary Azimuth Mark Grid Az EB2536:SPC NC - MARSH 024 57 39.4 EB2536:UTM 17 - MARSH 023 49 03.6 EB2536 EB2536|---------------------------------------------------------------------| EB2536| PID Reference Object Distance Geod. Az | EB2536| dddmmss.s | EB2536| EB2537 MARSH APPROX. 0.8 KM 0245822.7 | EB2536| EB2535 HAGGIN 345.494 METERS 18643 | EB2536|---------------------------------------------------------------------| EB2536 EB2536 SUPERSEDED SURVEY CONTROL EB2536 EB2536 NAD 27 - 34 51 26.01528(N) 078 58 45.93047(W) AD( ) 2 EB2536 NGVD 29 (07/19/86) 53.3 (m) 175. (f) VERT ANG EB2536 EB2536.Superseded values are not recommended for survey control. EB2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2536.See file dsdata.txt to determine how the superseded data were derived. EB2536 EB2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8473659091(NAD 83) EB2536_MARKER: DE = TRAVERSE STATION DISK EB2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2536_STAMPING: SESSOME 1969 EB2536_MARK LOGO: NCGS EB2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2536+STABILITY: SURFACE MOTION EB2536 EB2536 HISTORY - Date Condition Report By EB2536 HISTORY - 1969 MONUMENTED NCGS EB2536 HISTORY - 1980 MARK NOT FOUND USGS EB2536 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2536 HISTORY - 20020617 MARK NOT FOUND USPSQD EB2536 EB2536 STATION DESCRIPTION EB2536 EB2536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2536'SESSOME IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2536'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2536' EB2536'SESSOME IS LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF ST. PAULS AND EB2536'3.5 MILES EAST OF PARKTON. TO REACH STATION PROCEED FROM THE EB2536'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 2.0 MILES NORTHWEST EB2536'OF ST. PAULS, GO NORTHWEST ON US 301 FOR 1.45 MILES TO INTERSECTION EB2536'OF US 301 AND SR 1726, CONTINUE NORTHWEST ON US 301 FOR 0.25 MILE EB2536'TO STATION ON LEFT. EB2536' EB2536'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SESSOME EB2536'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2536'INCH BELOW THE SURFACE OF THE GROUND. EB2536' EB2536'MARK IS EB2536' EB2536'17.4 FEET WNW OF C/L OF US 301. EB2536'142.8 FEET SSW OF LITTER DEPOSIT SIGN POST WITH ALUMINUM REF. TAG. EB2536'79.9 FEET NNW OF TP NO. 138 WITH ALUMINUM REF. TAG. EB2536'66.6 FEET NE OF BRACE POLE WITH ALUMINUM REF. TAG. EB2536'66.9 FEET NE OF 8 INCH PINE WITH ALUMINUM REF. TAG. EB2536 EB2536 STATION RECOVERY (1980) EB2536 EB2536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (RLM) EB2536'THE STATION MAY STILL EXIST BUT THE REFERENCES ARE GONE.. EB2536 EB2536 STATION RECOVERY (1995) EB2536 EB2536'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2536'MARK NOT FOUND. EB2536 EB2536 STATION RECOVERY (2002) EB2536 EB2536'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2536'SEARCHED USING GPS COORDINATES. NO REFERENCE MARKS OR MARKER WERE EB2536'FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB3981. EB3981.In addition, the published North 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 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;SPC NC - 386,184.95 1,944,788.01 sFT 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 = OCTOBER 5, 2005 EB2523 *********************************************************************** EB2523 DESIGNATION - SHACK EB2523 PID - EB2523 EB2523 STATE/COUNTY- NC/ROBESON EB2523 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2523 EB2523 *CURRENT SURVEY CONTROL EB2523 ___________________________________________________________________ EB2523* NAD 83(1986)- 34 42 01.50381(N) 078 59 52.12223(W) ADJUSTED EB2523* NAVD 88 - 50.5 (meters) 166. (feet) VERTCON EB2523 ___________________________________________________________________ EB2523 LAPLACE CORR- -5.56 (seconds) DEFLEC99 EB2523 GEOID HEIGHT- -33.85 (meters) GEOID03 EB2523 EB2523 HORZ ORDER - SECOND EB2523 EB2523.The North Carolina HARNS have been completed but, EB2523.due to contractual restrictions, coordinates for these stations EB2523.will NOT be published in the near future. In the interim, the EB2523.published coordinates in North Carolina will not be EB2523.consistent with the Continuously Operating Reference Stations EB2523.(CORS). The HARN coordinates for these stations are available EB2523.upon request. Contact Gary Thompson(919-733-3836). EB2523. EB2523.In addition, the published North Carolina positions EB2523.(NAD 83 (1986)) are NOT consistent with those determined in EB2523.adjacent state readjustments. The discontinuity between stations EB2523.located in North Carolina and those in adjacent states EB2523.which have been adjusted to the HARN may be as much as 5 EB2523.decimeters. This will result in a significant loss of accuracy EB2523.over lines crossing such state borders. EB2523 EB2523 EB2523.The horizontal coordinates were established by classical geodetic methods EB2523.and adjusted by the National Geodetic Survey in July 1986. EB2523 EB2523.The NAVD 88 height was computed by applying the VERTCON shift value to EB2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2523 EB2523.The Laplace correction was computed from DEFLEC99 derived deflections. EB2523 EB2523.The geoid height was determined by GEOID03. EB2523 EB2523; North East Units Scale Factor Converg. EB2523;SPC NC - 105,431.016 609,801.692 MT 0.99991857 +0 00 04.5 EB2523;SPC NC - 345,901.59 2,000,657.72 sFT 0.99991857 +0 00 04.5 EB2523;UTM 17 - 3,841,645.826 683,379.624 MT 1.00001449 +1 08 24.5 EB2523 EB2523! - Elev Factor x Scale Factor = Combined Factor EB2523!SPC NC - 0.99999739 x 0.99991857 = 0.99991596 EB2523!UTM 17 - 0.99999739 x 1.00001449 = 1.00001188 EB2523 EB2523: Primary Azimuth Mark Grid Az EB2523:SPC NC - FRED 000 57 20.8 EB2523:UTM 17 - FRED 359 49 00.8 EB2523 EB2523|---------------------------------------------------------------------| EB2523| PID Reference Object Distance Geod. Az | EB2523| dddmmss.s | EB2523| EB2524 FRED APPROX. 1.0 KM 0005725.3 | EB2523|---------------------------------------------------------------------| EB2523 EB2523 SUPERSEDED SURVEY CONTROL EB2523 EB2523 NAD 27 - 34 42 00.91553(N) 078 59 53.00569(W) AD( ) 2 EB2523 NGVD 29 (07/19/86) 50.8 (m) 167. (f) VERT ANG EB2523 EB2523.Superseded values are not recommended for survey control. EB2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2523.See file dsdata.txt to determine how the superseded data were derived. EB2523 EB2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8338041646(NAD 83) EB2523_MARKER: DE = TRAVERSE STATION DISK EB2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2523_STAMPING: SHACK 1969 EB2523_MARK LOGO: NCGS EB2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2523+STABILITY: SURFACE MOTION EB2523 EB2523 HISTORY - Date Condition Report By EB2523 HISTORY - 1969 MONUMENTED NCGS EB2523 HISTORY - 19950522 GOOD USPSQD EB2523 EB2523 STATION DESCRIPTION EB2523 EB2523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2523'SHACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2523'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2523' EB2523'SHACK IS LOCATED APPROXIMATELY 5.6 MILES NORTHWEST OF LUMBERTON AND EB2523'7.4 MILES SOUTHEAST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2523'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 3.4 MILES NORTHWEST EB2523'OF LUMBERTON, GO NORTH ON I-95 FOR 2.2 MILES TO BRIDGE OVER I-95 EB2523'(SR 1529). STATION IS AT THE NORTHEAST CORNER OF BRIDGE ON SR EB2523'1529, 1.4 MILES SOUTH OF INTERSECTION OF I-95 AND US 301. EB2523' EB2523'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHACK EB2523'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2523'FLUSH WITH THE SURFACE OF THE GROUND. EB2523' EB2523'MARK IS EB2523' EB2523'16.8 FEET N OF C/L OF SR 1529. EB2523'3.0 FEET N OF STEEL RAILING. EB2523'4.8 FEET NE OF NE CORNER OF BRIDGE ABUTMENT. EB2523'4.6 FEET NNE OF REFLECTOR SIGN. EB2523'6.1 FEET W OF DRAIN PIPE. EB2523'9.7 FEET FROM SECOND GUARD RAIL POST. EB2523 EB2523 STATION RECOVERY (1995) EB2523 EB2523'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2523'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3583 *********************************************************************** EB3583 DESIGNATION - SHANNON RM 3 EB3583 PID - EB3583 EB3583 STATE/COUNTY- NC/ROBESON EB3583 USGS QUAD - RED SPRINGS (1974) EB3583 EB3583 *CURRENT SURVEY CONTROL EB3583 ___________________________________________________________________ EB3583* NAD 83(1986)- 34 50 56.90675(N) 079 07 33.13088(W) ADJUSTED EB3583* NAVD 88 - 59.1 (meters) 194. (feet) VERTCON EB3583 ___________________________________________________________________ EB3583 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EB3583 GEOID HEIGHT- -33.11 (meters) GEOID03 EB3583 EB3583 HORZ ORDER - SECOND EB3583 EB3583.The North Carolina HARNS have been completed but, EB3583.due to contractual restrictions, coordinates for these stations EB3583.will NOT be published in the near future. In the interim, the EB3583.published coordinates in North Carolina will not be EB3583.consistent with the Continuously Operating Reference Stations EB3583.(CORS). The HARN coordinates for these stations are available EB3583.upon request. Contact Gary Thompson(919-733-3836). EB3583. EB3583.In addition, the published North Carolina positions EB3583.(NAD 83 (1986)) are NOT consistent with those determined in EB3583.adjacent state readjustments. The discontinuity between stations EB3583.located in North Carolina and those in adjacent states EB3583.which have been adjusted to the HARN may be as much as 5 EB3583.decimeters. This will result in a significant loss of accuracy EB3583.over lines crossing such state borders. EB3583 EB3583 EB3583.The horizontal coordinates were established by classical geodetic methods EB3583.and adjusted by the National Geodetic Survey in April 1991. EB3583 EB3583.The NAVD 88 height was computed by applying the VERTCON shift value to EB3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3583 EB3583.The Laplace correction was computed from DEFLEC99 derived deflections. EB3583 EB3583.The geoid height was determined by GEOID03. EB3583 EB3583; North East Units Scale Factor Converg. EB3583;SPC NC - 121,935.588 598,090.945 MT 0.99989713 -0 04 21.5 EB3583;SPC NC - 400,050.34 1,962,236.71 sFT 0.99989713 -0 04 21.5 EB3583;UTM 17 - 3,857,915.160 671,341.463 MT 0.99996185 +1 04 16.2 EB3583 EB3583! - Elev Factor x Scale Factor = Combined Factor EB3583!SPC NC - 0.99999591 x 0.99989713 = 0.99989304 EB3583!UTM 17 - 0.99999591 x 0.99996185 = 0.99995776 EB3583 EB3583: Primary Azimuth Mark Grid Az EB3583:SPC NC - MITCH 081 04 26.0 EB3583:UTM 17 - MITCH 079 55 48.3 EB3583 EB3583|---------------------------------------------------------------------| EB3583| PID Reference Object Distance Geod. Az | EB3583| dddmmss.s | EB3583| EB3459 MITCH 0810004.5 | EB3583| EB3582 SHANNON RM 2 33.738 METERS 17804 | EB3583| EB2574 SHANNON 16.748 METERS 23358 | EB3583|---------------------------------------------------------------------| EB3583 EB3583 SUPERSEDED SURVEY CONTROL EB3583 EB3583 NGVD 29 (04/22/91) 59.4 (m) 195. (f) VERT ANG EB3583 EB3583.Superseded values are not recommended for survey control. EB3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3583.See file dsdata.txt to determine how the superseded data were derived. EB3583 EB3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7134157915(NAD 83) EB3583_MARKER: DG = GRAVITY STATION DISK EB3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3583_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3583_STAMPING: SHANNON 1949 NO 3 1979 EB3583_MARK LOGO: NGS EB3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3583+STABILITY: SURFACE MOTION EB3583 EB3583 HISTORY - Date Condition Report By EB3583 HISTORY - 1979 MONUMENTED NGS EB3583 HISTORY - 19970426 GOOD USPSQD EB3583 EB3583 STATION DESCRIPTION EB3583 EB3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (HDM) EB3583'THE STATION IS LOCATED 4 MILES SOUTHWEST OF LUMBER BRIDGE, 4 MILES EB3583'NORTHEAST OF RED SPRINGS, 0.65 MILE EAST OF SHANNON AND ON PROPERTY EB3583'OF THE ASSEMBLY OF GOD CHURCH. EB3583' EB3583'TO REACH THE STATION FROM THE POST OFFICE IN SHANNON, GO EAST ON STATE EB3583'ROUTE 71 FOR 0.65 MILE TO THE STATION ON THE RIGHT. EB3583' EB3583'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---SHANNON 1949 NO 3 EB3583'1979---SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN EB3583'DIAMETER AND FLUSH WITH THE GROUND. IT IS 57.3 FEET NORTH OF THE EB3583'NORTHEAST CORNER OF THE HOUSE, 39.5 FEET SOUTH OF THE CENTERLINE OF EB3583'HIGHWAY 71, 25.3 NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 10.9 EB3583'FEET NORTH WEST OF THE NORTHWEST CORNER OF A WATER WELL PUMP HOUSE. EB3583 EB3583 STATION RECOVERY (1997) EB3583 EB3583'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2528 *********************************************************************** EB2528 DESIGNATION - SHANTY EB2528 PID - EB2528 EB2528 STATE/COUNTY- NC/ROBESON EB2528 USGS QUAD - SAINT PAULS (1986) EB2528 EB2528 *CURRENT SURVEY CONTROL EB2528 ___________________________________________________________________ EB2528* NAD 83(1986)- 34 46 12.58818(N) 078 59 45.02167(W) ADJUSTED EB2528* NAVD 88 - 56.9 (meters) 187. (feet) VERTCON EB2528 ___________________________________________________________________ EB2528 LAPLACE CORR- -5.43 (seconds) DEFLEC99 EB2528 GEOID HEIGHT- -33.72 (meters) GEOID03 EB2528 EB2528 HORZ ORDER - SECOND EB2528 EB2528.The North Carolina HARNS have been completed but, EB2528.due to contractual restrictions, coordinates for these stations EB2528.will NOT be published in the near future. In the interim, the EB2528.published coordinates in North Carolina will not be EB2528.consistent with the Continuously Operating Reference Stations EB2528.(CORS). The HARN coordinates for these stations are available EB2528.upon request. Contact Gary Thompson(919-733-3836). EB2528. EB2528.In addition, the published North Carolina positions EB2528.(NAD 83 (1986)) are NOT consistent with those determined in EB2528.adjacent state readjustments. The discontinuity between stations EB2528.located in North Carolina and those in adjacent states EB2528.which have been adjusted to the HARN may be as much as 5 EB2528.decimeters. This will result in a significant loss of accuracy EB2528.over lines crossing such state borders. EB2528 EB2528 EB2528.The horizontal coordinates were established by classical geodetic methods EB2528.and adjusted by the National Geodetic Survey in July 1986. EB2528 EB2528.The NAVD 88 height was computed by applying the VERTCON shift value to EB2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2528 EB2528.The Laplace correction was computed from DEFLEC99 derived deflections. EB2528 EB2528.The geoid height was determined by GEOID03. EB2528 EB2528; North East Units Scale Factor Converg. EB2528;SPC NC - 113,167.634 609,982.062 MT 0.99990769 +0 00 08.6 EB2528;SPC NC - 371,284.15 2,001,249.48 sFT 0.99990769 +0 00 08.6 EB2528;UTM 17 - 3,849,385.288 683,406.055 MT 1.00001461 +1 08 35.7 EB2528 EB2528! - Elev Factor x Scale Factor = Combined Factor EB2528!SPC NC - 0.99999636 x 0.99990769 = 0.99990405 EB2528!UTM 17 - 0.99999636 x 1.00001461 = 1.00001097 EB2528 EB2528: Primary Azimuth Mark Grid Az EB2528:SPC NC - SIGN 003 14 35.6 EB2528:UTM 17 - SIGN 002 06 08.5 EB2528 EB2528|---------------------------------------------------------------------| EB2528| PID Reference Object Distance Geod. Az | EB2528| dddmmss.s | EB2528| EB2529 SIGN APPROX. 2.4 KM 0031444.2 | EB2528|---------------------------------------------------------------------| EB2528 EB2528 SUPERSEDED SURVEY CONTROL EB2528 EB2528 NAD 27 - 34 46 12.00087(N) 078 59 45.91061(W) AD( ) 2 EB2528 NGVD 29 (07/19/86) 57.2 (m) 188. (f) VERT ANG EB2528 EB2528.Superseded values are not recommended for survey control. EB2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2528.See file dsdata.txt to determine how the superseded data were derived. EB2528 EB2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8340649385(NAD 83) EB2528_MARKER: DE = TRAVERSE STATION DISK EB2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2528_STAMPING: SHANTY 1969 EB2528_MARK LOGO: NCGS EB2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2528+STABILITY: SURFACE MOTION EB2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2528+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002 EB2528 EB2528 HISTORY - Date Condition Report By EB2528 HISTORY - 1969 MONUMENTED NCGS EB2528 HISTORY - 19950522 GOOD USPSQD EB2528 HISTORY - 20020616 GOOD USPSQD EB2528 EB2528 STATION DESCRIPTION EB2528 EB2528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2528'SHANTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2528'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2528' EB2528'SHANTY IS LOCATED APPROXIMATELY 2.8 MILES SOUTHEAST OF ST. PAULS AND EB2528'10.3 MILES NORTHWEST OF LUMBERTON. STATION IS AT THE SOUTHEAST EB2528'CORNER OF BRIDGE ON SR 1758 OVER I-95, 3.5 MILES NORTH OF EB2528'INTERSECTION OF I-95 AND US 301 AND 2.9 MILES SOUTH OF NC 20. EB2528' EB2528'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHANTY EB2528'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2528'INCH BELOW THE SURFACE OF THE GROUND. EB2528' EB2528'MARK IS EB2528' EB2528'18.3 FEET SSE OF C/L OF SR 1758. EB2528'17.9 FEET SW OF REFLECTOR POST. EB2528'10.5 FEET SSW OF SECOND STEEL POST. EB2528'2.0 FEET SSE OF GUARD RAIL. EB2528'3.1 FEET ESE OF SE CORNER OF BRIDGE ABUTMENT. EB2528 EB2528 STATION RECOVERY (1995) EB2528 EB2528'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2528'RECOVERED IN GOOD CONDITION. EB2528 EB2528 STATION RECOVERY (2002) EB2528 EB2528'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES) EB2528'REFLECTOR POST AND SECOND STEEL POST ARE MISSING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2525 *********************************************************************** EB2525 DESIGNATION - SHELL EB2525 PID - EB2525 EB2525 STATE/COUNTY- NC/ROBESON EB2525 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2525 EB2525 *CURRENT SURVEY CONTROL EB2525 ___________________________________________________________________ EB2525* NAD 83(1986)- 34 43 13.07023(N) 078 59 49.50100(W) ADJUSTED EB2525* NAVD 88 - 51.69 (+/-2cm) 169.6 (feet) VERTCON EB2525 ___________________________________________________________________ EB2525 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EB2525 GEOID HEIGHT- -33.82 (meters) GEOID03 EB2525 EB2525 HORZ ORDER - SECOND EB2525 VERT ORDER - THIRD ? (See Below) EB2525 EB2525.The North Carolina HARNS have been completed but, EB2525.due to contractual restrictions, coordinates for these stations EB2525.will NOT be published in the near future. In the interim, the EB2525.published coordinates in North Carolina will not be EB2525.consistent with the Continuously Operating Reference Stations EB2525.(CORS). The HARN coordinates for these stations are available EB2525.upon request. Contact Gary Thompson(919-733-3836). EB2525. EB2525.In addition, the published North Carolina positions EB2525.(NAD 83 (1986)) are NOT consistent with those determined in EB2525.adjacent state readjustments. The discontinuity between stations EB2525.located in North Carolina and those in adjacent states EB2525.which have been adjusted to the HARN may be as much as 5 EB2525.decimeters. This will result in a significant loss of accuracy EB2525.over lines crossing such state borders. EB2525 EB2525 EB2525.The horizontal coordinates were established by classical geodetic methods EB2525.and adjusted by the National Geodetic Survey in July 1986. EB2525 EB2525.The NAVD 88 height was computed by applying the VERTCON shift value to EB2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2525.The vertical order pertains to the NGVD 29 superseded value. EB2525 EB2525.The Laplace correction was computed from DEFLEC99 derived deflections. EB2525 EB2525.The geoid height was determined by GEOID03. EB2525 EB2525; North East Units Scale Factor Converg. EB2525;SPC NC - 107,636.179 609,868.332 MT 0.99991532 +0 00 06.1 EB2525;SPC NC - 353,136.36 2,000,876.35 sFT 0.99991532 +0 00 06.1 EB2525;UTM 17 - 3,843,852.094 683,402.412 MT 1.00001459 +1 08 28.0 EB2525 EB2525! - Elev Factor x Scale Factor = Combined Factor EB2525!SPC NC - 0.99999719 x 0.99991532 = 0.99991251 EB2525!UTM 17 - 0.99999719 x 1.00001459 = 1.00001178 EB2525 EB2525: Primary Azimuth Mark Grid Az EB2525:SPC NC - DITCH 359 29 38.0 EB2525:UTM 17 - DITCH 358 21 16.1 EB2525 EB2525|---------------------------------------------------------------------| EB2525| PID Reference Object Distance Geod. Az | EB2525| dddmmss.s | EB2525| EB2526 DITCH APPROX. 1.7 KM 3592944.1 | EB2525|---------------------------------------------------------------------| EB2525 EB2525 SUPERSEDED SURVEY CONTROL EB2525 EB2525 NAD 27 - 34 43 12.48171(N) 078 59 50.38605(W) AD( ) 2 EB2525 NGVD 29 (07/19/86) 51.99 (m) 170.6 (f) LEVELING 3 EB2525 EB2525.Superseded values are not recommended for survey control. EB2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2525.See file dsdata.txt to determine how the superseded data were derived. EB2525 EB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8340243852(NAD 83) EB2525_MARKER: DE = TRAVERSE STATION DISK EB2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2525_STAMPING: SHELL 1969 EB2525_MARK LOGO: NCGS EB2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2525+STABILITY: SURFACE MOTION EB2525 EB2525 HISTORY - Date Condition Report By EB2525 HISTORY - 1969 MONUMENTED NCGS EB2525 HISTORY - 19950525 GOOD USPSQD EB2525 EB2525 STATION DESCRIPTION EB2525 EB2525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2525'SHELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2525'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2525' EB2525'SHELL IS LOCATED APPROXIMATELY 6.9 MILES NORTHWEST OF LUMBERTON AND EB2525'6.1 MILES SOUTHEAST OF ST. PAULS. STATION IS AT THE SOUTHEAST EB2525'CORNER OF BRIDGE ON US 301 OVER I-95, 1.4 MILES NORTH OF SR 1529 AND EB2525'3.5 MILES SOUTH OF SR 1758. EB2525' EB2525'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHELL EB2525'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2525'INCH BELOW THE SURFACE OF THE GROUND. EB2525' EB2525'MARK IS EB2525' EB2525'18.8 FEET SSW OF C/L OF US 301. EB2525'2.6 FEET S OF STEEL RAILING. EB2525'3.6 FEET SE OF SE CORNER OF BRIDGE ABUTMENT. EB2525'112.1 FEET SSW OF PP NO. 359 WITH ALUMINUM REF. TAG. EB2525'10.7 FEET SW OF SECOND IRON POST. EB2525'3.7 FEET W OF EDGE OF CONCRETE CURBING. EB2525'21.8 FEET W OF DRAIN PIPE. EB2525 EB2525 STATION RECOVERY (1995) EB2525 EB2525'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2525'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3985 *********************************************************************** EB3985 DESIGNATION - SHOP EB3985 PID - EB3985 EB3985 STATE/COUNTY- NC/ROBESON EB3985 USGS QUAD - RED SPRINGS (1974) EB3985 EB3985 *CURRENT SURVEY CONTROL EB3985 ___________________________________________________________________ EB3985* NAD 83(1986)- 34 46 25.73660(N) 079 12 08.27924(W) ADJUSTED EB3985* NAVD 88 - 61.755 (meters) 202.61 (feet) ADJUSTED EB3985 ___________________________________________________________________ EB3985 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EB3985 GEOID HEIGHT- -32.99 (meters) GEOID03 EB3985 DYNAMIC HT - 61.697 (meters) 202.42 (feet) COMP EB3985 MODELED GRAV- 979,701.1 (mgal) NAVD 88 EB3985 EB3985 HORZ ORDER - SECOND EB3985 VERT ORDER - SECOND CLASS II EB3985 EB3985.The North Carolina HARNS have been completed but, EB3985.due to contractual restrictions, coordinates for these stations EB3985.will NOT be published in the near future. In the interim, the EB3985.published coordinates in North Carolina will not be EB3985.consistent with the Continuously Operating Reference Stations EB3985.(CORS). The HARN coordinates for these stations are available EB3985.upon request. Contact Gary Thompson(919-733-3836). EB3985. EB3985.In addition, the published North Carolina positions EB3985.(NAD 83 (1986)) are NOT consistent with those determined in EB3985.adjacent state readjustments. The discontinuity between stations EB3985.located in North Carolina and those in adjacent states EB3985.which have been adjusted to the HARN may be as much as 5 EB3985.decimeters. This will result in a significant loss of accuracy EB3985.over lines crossing such state borders. EB3985 EB3985 EB3985.The horizontal coordinates were established by classical geodetic methods EB3985.and adjusted by the National Geodetic Survey in April 1991. EB3985 EB3985.The orthometric height was determined by differential leveling EB3985.and adjusted by the National Geodetic Survey in October 1999. EB3985 EB3985.The Laplace correction was computed from DEFLEC99 derived deflections. EB3985 EB3985.The geoid height was determined by GEOID03. EB3985 EB3985.The dynamic height is computed by dividing the NAVD 88 EB3985.geopotential number by the normal gravity value computed on the EB3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3985.degrees latitude (g = 980.6199 gals.). EB3985 EB3985.The modeled gravity was interpolated from observed gravity values. EB3985 EB3985; North East Units Scale Factor Converg. EB3985;SPC NC - 113,591.633 591,084.701 MT 0.99990716 -0 07 00.3 EB3985;SPC NC - 372,675.22 1,939,250.39 sFT 0.99990716 -0 07 00.3 EB3985;UTM 17 - 3,849,432.715 664,502.751 MT 0.99993354 +1 01 31.9 EB3985 EB3985! - Elev Factor x Scale Factor = Combined Factor EB3985!SPC NC - 0.99999548 x 0.99990716 = 0.99990265 EB3985!UTM 17 - 0.99999548 x 0.99993354 = 0.99992903 EB3985 EB3985 SUPERSEDED SURVEY CONTROL EB3985 EB3985 NGVD 29 (04/22/91) 62.0 (m) 203. (f) VERT ANG EB3985 EB3985.Superseded values are not recommended for survey control. EB3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3985.See file dsdata.txt to determine how the superseded data were derived. EB3985 EB3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6450349433(NAD 83) EB3985_MARKER: DE = TRAVERSE STATION DISK EB3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3985_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3985_STAMPING: SHOP 1977 EB3985_MARK LOGO: NCGS EB3985_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3985+STABILITY: SURFACE MOTION EB3985 EB3985 HISTORY - Date Condition Report By EB3985 HISTORY - 1977 MONUMENTED NCGS EB3985 HISTORY - 19890124 GOOD NCGS EB3985 HISTORY - 19970426 GOOD USPSQD EB3985 EB3985 STATION DESCRIPTION EB3985 EB3985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3985'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH-SOUTHWEST OF RED EB3985'SPRINGS AND 2.1 MILES WEST-NORTHWEST OF PHILADELPHUS. EB3985' EB3985'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2 MILES SOUTH EB3985'OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 1.3 MILES TO STATION EB3985'IN LEFT SHOULDER BETWEEN TWO TOBACCO CURING BARNS AND 0.15 MILE NORTH EB3985'OF SR 1318 CROSSROADS. EB3985' EB3985'STATION MARK IS A STANDARD DISK STAMPED---SHOP 1977---SET IN THE TOP EB3985'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3985'THE MARK IS 17.1 FEET SOUTHEAST OF CENTERLINE OF NC 710, 28.0 FEET EB3985'NORTHWEST OF AZ 15 INCH OAK WITH REFERENCE TAG, 33.3 FEET NORTHWEST OF EB3985'AN 8 INCH HICKORY WITH REFERENCE TAG, 73.7 FEET WEST-SOUTHWEST OF A 15 EB3985'INCH PINE WITH REFERENCE TAG, 63.5 FEET SOUTHEAST OF TELEPHONE POLE EB3985'PEDESTAL 35 AND 84.9 FEET NORTH-NORTHEAST OF A MACHINE SHOP SIGN. EB3985 EB3985 STATION RECOVERY (1989) EB3985 EB3985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3985'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF RED EB3985'SPRINGS. ALONG NC 710 FOR 1.3 MI (2.1 KM) SOUTH FROM NC 72 (ABOUT 2 MI EB3985'(3.2 KM) SOUTH OF RED SPRINGS), IN THE LEFT SHOULDER, BETWEEN TWO EB3985'TOBACCO CURING BARNS, OR 0.15 MI (0.24 KM) NORTH OF THE SR 1318 EB3985'CROSSROADS. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 17.1 FT EB3985'(5.2 M) SOUTHEAST OF THE CENTERLINE OF NC 710, 63.5 FT (19.4 M) EB3985'SOUTHEAST OF A TELPHONE PEDESTAL (35)--AND 28.0 FT (8.5 M) NORTHWEST EB3985'OF A 15-INCH OAK, 33.3 FT (10.1 M) NORTHWEST OF AN 8-INCH EB3985'HICKORY--BOTH WITH REFERENCE TAGS. EB3985 EB3985 STATION RECOVERY (1997) EB3985 EB3985'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3985'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2529 *********************************************************************** EB2529 DESIGNATION - SIGN EB2529 PID - EB2529 EB2529 STATE/COUNTY- NC/ROBESON EB2529 USGS QUAD - SAINT PAULS (1986) EB2529 EB2529 *CURRENT SURVEY CONTROL EB2529 ___________________________________________________________________ EB2529* NAD 83(1986)- 34 47 29.39798(N) 078 59 39.74186(W) ADJUSTED EB2529* NAVD 88 - 50.2 (meters) 165. (feet) VERTCON EB2529 ___________________________________________________________________ EB2529 LAPLACE CORR- -5.35 (seconds) DEFLEC99 EB2529 GEOID HEIGHT- -33.67 (meters) GEOID03 EB2529 EB2529 HORZ ORDER - SECOND EB2529 EB2529.The North Carolina HARNS have been completed but, EB2529.due to contractual restrictions, coordinates for these stations EB2529.will NOT be published in the near future. In the interim, the EB2529.published coordinates in North Carolina will not be EB2529.consistent with the Continuously Operating Reference Stations EB2529.(CORS). The HARN coordinates for these stations are available EB2529.upon request. Contact Gary Thompson(919-733-3836). EB2529. EB2529.In addition, the published North Carolina positions EB2529.(NAD 83 (1986)) are NOT consistent with those determined in EB2529.adjacent state readjustments. The discontinuity between stations EB2529.located in North Carolina and those in adjacent states EB2529.which have been adjusted to the HARN may be as much as 5 EB2529.decimeters. This will result in a significant loss of accuracy EB2529.over lines crossing such state borders. EB2529 EB2529 EB2529.The horizontal coordinates were established by classical geodetic methods EB2529.and adjusted by the National Geodetic Survey in July 1986. EB2529 EB2529.The NAVD 88 height was computed by applying the VERTCON shift value to EB2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2529 EB2529.The Laplace correction was computed from DEFLEC99 derived deflections. EB2529 EB2529.The geoid height was determined by GEOID03. EB2529 EB2529; North East Units Scale Factor Converg. EB2529;SPC NC - 115,534.368 610,116.173 MT 0.99990465 +0 00 11.7 EB2529;SPC NC - 379,049.01 2,001,689.48 sFT 0.99990465 +0 00 11.7 EB2529;UTM 17 - 3,851,754.480 683,493.013 MT 1.00001500 +1 08 41.0 EB2529 EB2529! - Elev Factor x Scale Factor = Combined Factor EB2529!SPC NC - 0.99999740 x 0.99990465 = 0.99990205 EB2529!UTM 17 - 0.99999740 x 1.00001500 = 1.00001240 EB2529 EB2529: Primary Azimuth Mark Grid Az EB2529:SPC NC - SAINT 015 55 44.5 EB2529:UTM 17 - SAINT 014 47 15.2 EB2529 EB2529|---------------------------------------------------------------------| EB2529| PID Reference Object Distance Geod. Az | EB2529| dddmmss.s | EB2529| EB2530 SAINT APPROX. 1.0 KM 0155556.2 | EB2529|---------------------------------------------------------------------| EB2529 EB2529 SUPERSEDED SURVEY CONTROL EB2529 EB2529 NAD 27 - 34 47 28.81144(N) 078 59 40.63195(W) AD( ) 2 EB2529 NGVD 29 (07/19/86) 50.5 (m) 166. (f) VERT ANG EB2529 EB2529.Superseded values are not recommended for survey control. EB2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2529.See file dsdata.txt to determine how the superseded data were derived. EB2529 EB2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8349351754(NAD 83) EB2529_MARKER: DE = TRAVERSE STATION DISK EB2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2529_STAMPING: SIGN 1969 EB2529_MARK LOGO: NCGS EB2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2529+STABILITY: SURFACE MOTION EB2529 EB2529 HISTORY - Date Condition Report By EB2529 HISTORY - 1969 MONUMENTED NCGS EB2529 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2529 EB2529 STATION DESCRIPTION EB2529 EB2529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2529'SIGN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2529'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2529' EB2529'SIGN IS LOCATED APPROXIMATELY 1.55 MILES SSE OF ST. PAULS. TO REACH EB2529'STATION PROCEED FROM THE INTERSECTION OF I-95 AND NC 20, G) SOUTH ON EB2529'I-95 FOR 0.85 MILE TO BRIDGE OVER I-95 (SR 1006), CONTINUE SOUTH ON EB2529'I-95 FOR 0.65 MILE TO STATION ON LEFT IN MEDIAN OF I-95, DIRECTLY EB2529'BETWEEN TWO LARGE GREEN SIGNS AND 1.5 MILES NORTH OF SR 1758. EB2529' EB2529'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SIGN EB2529'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2529'FLUSH WITH THE SURFACE OF THE GROUND. EB2529' EB2529'MARK IS EB2529' EB2529'51.6 FEET W OF C/L OF I-95 N BOUND TRAFFIC. EB2529'26.2 FEET E OF C/L OF I-95 S BOUND TRAFFIC. EB2529'78.1 FEET W OF W POST OF STEEL REST AREA SIGN. EB2529'53.4 FEET E OF E POST OF DISTANCE SIGN. EB2529'98.6 FEET E OF FENCE POST WITH ALUMINUM REF. TAG. EB2529'113.4 FEET ESE OF FENCE POST WITH ALUMINUM REF. TAG. EB2529'194.0 FEET S OF DRAIN CULVERT IN MEDIAN. EB2529 EB2529 STATION RECOVERY (1995) EB2529 EB2529'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2529'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2658 *********************************************************************** EB2658 DESIGNATION - SIMSON EB2658 PID - EB2658 EB2658 STATE/COUNTY- NC/ROBESON EB2658 USGS QUAD - FAIRMONT (1962) EB2658 EB2658 *CURRENT SURVEY CONTROL EB2658 ___________________________________________________________________ EB2658* NAD 83(1986)- 34 28 11.47601(N) 079 03 43.53735(W) ADJUSTED EB2658* NAVD 88 - 40.93 (+/-2cm) 134.3 (feet) VERTCON EB2658 ___________________________________________________________________ EB2658 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB2658 GEOID HEIGHT- -33.74 (meters) GEOID03 EB2658 EB2658 HORZ ORDER - SECOND EB2658 VERT ORDER - THIRD ? (See Below) EB2658 EB2658.The North Carolina HARNS have been completed but, EB2658.due to contractual restrictions, coordinates for these stations EB2658.will NOT be published in the near future. In the interim, the EB2658.published coordinates in North Carolina will not be EB2658.consistent with the Continuously Operating Reference Stations EB2658.(CORS). The HARN coordinates for these stations are available EB2658.upon request. Contact Gary Thompson(919-733-3836). EB2658. EB2658.In addition, the published North Carolina positions EB2658.(NAD 83 (1986)) are NOT consistent with those determined in EB2658.adjacent state readjustments. The discontinuity between stations EB2658.located in North Carolina and those in adjacent states EB2658.which have been adjusted to the HARN may be as much as 5 EB2658.decimeters. This will result in a significant loss of accuracy EB2658.over lines crossing such state borders. EB2658 EB2658 EB2658.The horizontal coordinates were established by classical geodetic methods EB2658.and adjusted by the National Geodetic Survey in July 1986. EB2658 EB2658.The NAVD 88 height was computed by applying the VERTCON shift value to EB2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2658.The vertical order pertains to the NGVD 29 superseded value. EB2658 EB2658.The Laplace correction was computed from DEFLEC99 derived deflections. EB2658 EB2658.The geoid height was determined by GEOID03. EB2658 EB2658; North East Units Scale Factor Converg. EB2658;SPC NC - 79,857.245 603,896.683 MT 0.99996499 -0 02 09.0 EB2658;SPC NC - 261,998.31 1,981,284.37 sFT 0.99996499 -0 02 09.0 EB2658;SPC SC - 294,055.346 787,611.496 MT 0.99989110 +1 04 27.7 EB2658;SPC SC - 964,748.51 2,584,027.22 iFT 0.99989110 +1 04 27.7 EB2658;UTM 17 - 3,815,958.432 677,982.397 MT 0.99999047 +1 05 49.5 EB2658 EB2658! - Elev Factor x Scale Factor = Combined Factor EB2658!SPC NC - 0.99999887 x 0.99996499 = 0.99996386 EB2658!SPC SC - 0.99999887 x 0.99989110 = 0.99988997 EB2658!UTM 17 - 0.99999887 x 0.99999047 = 0.99998934 EB2658 EB2658: Primary Azimuth Mark Grid Az EB2658:SPC NC - JUDGE 111 00 25.9 EB2658:SPC SC - JUDGE 109 53 49.2 EB2658:UTM 17 - JUDGE 109 52 27.4 EB2658 EB2658|---------------------------------------------------------------------| EB2658| PID Reference Object Distance Geod. Az | EB2658| dddmmss.s | EB2658| EB2653 JUDGE APPROX. 1.1 KM 1105816.9 | EB2658|---------------------------------------------------------------------| EB2658 EB2658 SUPERSEDED SURVEY CONTROL EB2658 EB2658 NAD 27 - 34 28 10.88335(N) 079 03 44.41564(W) AD( ) 2 EB2658 NGVD 29 (07/19/86) 41.24 (m) 135.3 (f) LEVELING 3 EB2658 EB2658.Superseded values are not recommended for survey control. EB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2658.See file dsdata.txt to determine how the superseded data were derived. EB2658 EB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7798215958(NAD 83) EB2658_MARKER: DE = TRAVERSE STATION DISK EB2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2658_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2658+STABILITY: SURFACE MOTION EB2658 EB2658 HISTORY - Date Condition Report By EB2658 HISTORY - 1966 MONUMENTED NCGS EB2658 HISTORY - 19890511 MARK NOT FOUND NCGS EB2658 EB2658 STATION DESCRIPTION EB2658 EB2658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2658'SIMSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2658'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2658' EB2658'SIMSON IS 3.4 MILES SOUTHEAST OF INTERSECTION OF NC 130 AND EB2658'NC 41 IN FAIRMONT AND 1.7 MILES SOUTHWEST OF PROCTORVILLE. TO EB2658'REACH STATION PROCEED FROM INTERSECTION OF NC 130 AND NC 41 IN EB2658'FAIRMONT EAST ALONG NC 130 FOR 3.75 MILES TO THE STATION ON EB2658'THE RIGHT AND 0.5 MILES EAST OF THE INTERSECTION OF NC 130 EB2658'WITH SR 2264. EB2658' EB2658'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2658'SIMSON 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2658'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2658' EB2658'MARK IS EB2658' EB2658'19.0 FT SSW OF C/L OF NC 130 EB2658' EB2658'115.0 FT WNW OF PP 60 WITH ALUMINUM REF. TAG EB2658' EB2658'143.9 FT W OF TP 59 WITH ALUMINUM REF. TAG EB2658' EB2658'180.7 FT ESE OF TP 58 WITH ALUMINUM REF. TAG EB2658' EB2658'190.8 FT E OF PP 59 WITH ALUMINUM REF. TAG EB2658' EB2658'220.0 FT E OF HOME OF MRS. F. SIMSON EB2658 EB2658 STATION RECOVERY (1989) EB2658 EB2658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2658'INSTRUMENT SEARCH PERFORMED--NO EVIDENCE OF MARK FOUND. PROBABLY EB2658'DESTROYED DURING WATER LINE CONSTRUCTION--NCGS STATION--HINSON EB2658'1989--WAS ESTABLISHED NEARBY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1666 *********************************************************************** EB1666 DESIGNATION - SKIN EB1666 PID - EB1666 EB1666 STATE/COUNTY- NC/ROBESON EB1666 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1666 EB1666 *CURRENT SURVEY CONTROL EB1666 ___________________________________________________________________ EB1666* NAD 83(1986)- 34 32 41.04562(N) 079 01 16.45466(W) ADJUSTED EB1666* NAVD 88 - 38.589 (meters) 126.60 (feet) ADJUSTED EB1666 ___________________________________________________________________ EB1666 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB1666 GEOID HEIGHT- -33.91 (meters) GEOID03 EB1666 DYNAMIC HT - 38.551 (meters) 126.48 (feet) COMP EB1666 MODELED GRAV- 979,659.6 (mgal) NAVD 88 EB1666 EB1666 HORZ ORDER - SECOND EB1666 VERT ORDER - SECOND CLASS I EB1666 EB1666.The North Carolina HARNS have been completed but, EB1666.due to contractual restrictions, coordinates for these stations EB1666.will NOT be published in the near future. In the interim, the EB1666.published coordinates in North Carolina will not be EB1666.consistent with the Continuously Operating Reference Stations EB1666.(CORS). The HARN coordinates for these stations are available EB1666.upon request. Contact Gary Thompson(919-733-3836). EB1666. EB1666.In addition, the published North Carolina positions EB1666.(NAD 83 (1986)) are NOT consistent with those determined in EB1666.adjacent state readjustments. The discontinuity between stations EB1666.located in North Carolina and those in adjacent states EB1666.which have been adjusted to the HARN may be as much as 5 EB1666.decimeters. This will result in a significant loss of accuracy EB1666.over lines crossing such state borders. EB1666 EB1666 EB1666.The horizontal coordinates were established by classical geodetic methods EB1666.and adjusted by the National Geodetic Survey in April 1991. EB1666 EB1666.The orthometric height was determined by differential leveling EB1666.and adjusted by the National Geodetic Survey in June 1991. EB1666 EB1666.The Laplace correction was computed from DEFLEC99 derived deflections. EB1666 EB1666.The geoid height was determined by GEOID03. EB1666 EB1666.The dynamic height is computed by dividing the NAVD 88 EB1666.geopotential number by the normal gravity value computed on the EB1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1666.degrees latitude (g = 980.6199 gals.). EB1666 EB1666.The modeled gravity was interpolated from observed gravity values. EB1666 EB1666; North East Units Scale Factor Converg. EB1666;SPC NC - 88,161.914 607,651.921 MT 0.99994816 -0 00 44.1 EB1666;SPC NC - 289,244.55 1,993,604.68 sFT 0.99994816 -0 00 44.1 EB1666;UTM 17 - 3,824,336.130 681,572.728 MT 1.00000638 +1 07 20.5 EB1666 EB1666! - Elev Factor x Scale Factor = Combined Factor EB1666!SPC NC - 0.99999927 x 0.99994816 = 0.99994743 EB1666!UTM 17 - 0.99999927 x 1.00000638 = 1.00000565 EB1666 EB1666 SUPERSEDED SURVEY CONTROL EB1666 EB1666 NGVD 29 (10/06/93) 38.863 (m) 127.50 (f) ADJUSTED 2 1 EB1666 EB1666.Superseded values are not recommended for survey control. EB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1666.See file dsdata.txt to determine how the superseded data were derived. EB1666 EB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8157324336(NAD 83) EB1666_MARKER: DE = TRAVERSE STATION DISK EB1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1666_SP_SET: CONCRETE POST EB1666_STAMPING: SKIN 1977 EB1666_MARK LOGO: NCGS EB1666_PROJECTION: RECESSED 10 CENTIMETERS EB1666_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1666+STABILITY: SURFACE MOTION EB1666 EB1666 HISTORY - Date Condition Report By EB1666 HISTORY - 1977 MONUMENTED NCGS EB1666 HISTORY - 1978 GOOD NCGS EB1666 HISTORY - 19950808 GOOD USPSQD EB1666 EB1666 STATION DESCRIPTION EB1666 EB1666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1666'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTH OF LUMBERTON AND EB1666'6.3 MILES EAST-NORTHEAST OF FAIRMONT. EB1666' EB1666'TO REACH THE STATION FROM US 74 OVERPASS OF I 95 WEST OF LUMBERTON, EB1666'PROCEED EAST ALONG US 74 FOR 6.7 MILES TO SR 2210 CROSSROAD AND EB1666'STATION ON LEFT IN SHOULDER IN NORTH QUADRANT. EB1666' EB1666'STATION MARK IS A STANDARD DISK STAMPED---SKIN 1977---SET IN THE TOP EB1666'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE. MARK EB1666'IS 33.9 FEET EAST OF CENTERLINE OF US 74, 42.6 FEET NORTH OF EB1666'CENTERLINE OF SR 2210, 30.8 FEET SOUTHWEST OF EAST END OF 30 INCH EB1666'CULVERT CROSSING UNDER US 74, 45.6 FEET WEST-SOUTHWEST OF NORTH END OF EB1666'30 INCH CULVERT CROSSING UNDER SR 2210, 104.6 FEET SOUTH-SOUTHEAST OF EB1666'A METAL US 74 SIGN AND 49.2 FEET NORTHWEST OF METAL STOP SIGN IN EB1666'TRAFFIC ISLAND. EB1666 EB1666 STATION RECOVERY (1978) EB1666 EB1666'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1666'5.2 MI SOUTH FROM LUMBERTON. EB1666'3.0 MILES EAST ALONG U.S. 74 FROM BRIDGE OVER N.C. 41 SOUTHWEST EB1666'OF LUMBERTON, AT SR 2210 CROSSROAD, IN SHOULDER IN NORTHEAST EB1666'QUADRANT, 33.9 FEET EAST OF CENTERLINE OF U.S. 74, 42.6 FEET NORTH EB1666'OF CENTERLINE OF SR 2210, 30.8 FEET SOUTHWEST OF EAST END OF 30 EB1666'INCH CULVEERT UNDER U.S. 74, 45.6 FEET WEST-SOUTHWEST OF NORTH EB1666'END OF 30 INCH CULVERT UNDER SR 2210, 49.2 FEET NORTHWEST OF METAL EB1666'STOP SIGN IN ISLAND AND 104.6 FEET SOUTH-SOUTHEAST OF METAL EB1666'U.S. 74 SIGN. EB1666 EB1666 STATION RECOVERY (1995) EB1666 EB1666'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1666'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3986 *********************************************************************** EB3986 DESIGNATION - SMITH EB3986 PID - EB3986 EB3986 STATE/COUNTY- NC/ROBESON EB3986 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3986 EB3986 *CURRENT SURVEY CONTROL EB3986 ___________________________________________________________________ EB3986* NAD 83(1986)- 34 42 30.44996(N) 079 04 03.31741(W) ADJUSTED EB3986* NAVD 88 - 45.962 (meters) 150.79 (feet) ADJUSTED EB3986 ___________________________________________________________________ EB3986 LAPLACE CORR- -5.79 (seconds) DEFLEC99 EB3986 GEOID HEIGHT- -33.58 (meters) GEOID03 EB3986 DYNAMIC HT - 45.918 (meters) 150.65 (feet) COMP EB3986 MODELED GRAV- 979,681.3 (mgal) NAVD 88 EB3986 EB3986 HORZ ORDER - SECOND EB3986 VERT ORDER - SECOND CLASS II EB3986 EB3986.The North Carolina HARNS have been completed but, EB3986.due to contractual restrictions, coordinates for these stations EB3986.will NOT be published in the near future. In the interim, the EB3986.published coordinates in North Carolina will not be EB3986.consistent with the Continuously Operating Reference Stations EB3986.(CORS). The HARN coordinates for these stations are available EB3986.upon request. Contact Gary Thompson(919-733-3836). EB3986. EB3986.In addition, the published North Carolina positions EB3986.(NAD 83 (1986)) are NOT consistent with those determined in EB3986.adjacent state readjustments. The discontinuity between stations EB3986.located in North Carolina and those in adjacent states EB3986.which have been adjusted to the HARN may be as much as 5 EB3986.decimeters. This will result in a significant loss of accuracy EB3986.over lines crossing such state borders. EB3986 EB3986 EB3986.The horizontal coordinates were established by classical geodetic methods EB3986.and adjusted by the National Geodetic Survey in April 1991. EB3986 EB3986.The orthometric height was determined by differential leveling EB3986.and adjusted by the National Geodetic Survey in October 1999. EB3986 EB3986.The Laplace correction was computed from DEFLEC99 derived deflections. EB3986 EB3986.The geoid height was determined by GEOID03. EB3986 EB3986.The dynamic height is computed by dividing the NAVD 88 EB3986.geopotential number by the normal gravity value computed on the EB3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3986.degrees latitude (g = 980.6199 gals.). EB3986 EB3986.The modeled gravity was interpolated from observed gravity values. EB3986 EB3986; North East Units Scale Factor Converg. EB3986;SPC NC - 106,325.033 603,409.929 MT 0.99991724 -0 02 20.4 EB3986;SPC NC - 348,834.71 1,979,687.41 sFT 0.99991724 -0 02 20.4 EB3986;UTM 17 - 3,842,412.648 676,970.821 MT 0.99998603 +1 06 02.2 EB3986 EB3986! - Elev Factor x Scale Factor = Combined Factor EB3986!SPC NC - 0.99999806 x 0.99991724 = 0.99991530 EB3986!UTM 17 - 0.99999806 x 0.99998603 = 0.99998409 EB3986 EB3986 SUPERSEDED SURVEY CONTROL EB3986 EB3986 NGVD 29 (04/22/91) 46.1 (m) 151. (f) VERT ANG EB3986 EB3986.Superseded values are not recommended for survey control. EB3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3986.See file dsdata.txt to determine how the superseded data were derived. EB3986 EB3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7697142413(NAD 83) EB3986_MARKER: DH = HORIZONTAL CONTROL DISK EB3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3986_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3986_STAMPING: SMITH 1977 EB3986_MARK LOGO: NCGS EB3986_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3986+STABILITY: SURFACE MOTION EB3986 EB3986 HISTORY - Date Condition Report By EB3986 HISTORY - 1977 MONUMENTED NCGS EB3986 HISTORY - 19881228 GOOD NCGS EB3986 EB3986 STATION DESCRIPTION EB3986 EB3986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3986'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES NORTHWEST OF LUMBERTON EB3986'AND 9.7 MILES SOUTHEAST OF RED SPRINGS. EB3986' EB3986'TO REACH STATION FROM THE NC 211 OVERPASS OF I 95 IN LUMBERTON, EB3986'PROCEED NORTHWEST ALONG NC 211 FOR 5.25 MILES TO SR 1001 ON RIGHT, EB3986'THENCE NORTH ALONG NC 1001 FOR 0.1 MILE TO STATION ON LEFT IN THE EB3986'SOUTHEAST CORNER OF A CULTIVATED FIELD AT A PROPERTY LINE CORNER. EB3986' EB3986'STATION MARK IS A STANDARD DISK STAMPED---SMITH 1977---SET IN THE TOP EB3986'OF A CONCRETE CYLINDER, WHICH IS 18 INCHES BELOW THE GROUND SURFACE. EB3986'THE MARK IS 43.2 FEET WEST OF CENTERLINE OF SR 1001, 17.3 FEET EB3986'NORTH-NORTHWEST OF IRON PROPERTY CORNER, 32.8 FEET NORTH-NORTHEAST OF EB3986'AN 8 INCH PINE, 36.9 FEET NORTH-NORTHEAST OF A 10 INCH PINE, 26.7 FEET EB3986'EAST-NORTHEAST OF A 10 INCH PINE AND 85.9 FEET EAST OF A 10 INCH ALL EB3986'WITH REFERENCE TAGS. EB3986 EB3986 STATION RECOVERY (1988) EB3986 EB3986'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3986'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF LUMBERTON AND EB3986'9.7 MI (15.6 KM) SOUTHEAST OF RED SPRINGS. PROCEED ALONG NC 211 FOR EB3986'5.25 MI (8.45 KM) NORTHWEST FROM THE OVERPASS OF I 95 (IN LUMBERTON) EB3986'TO SR 1001 ON RIGHT, THENCE NORTH ALONG NC 1001 FOR 0.1 MI (0.2 KM) TO EB3986'STATION ON LEFT IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD. MARK IS EB3986'1 1/2 FEET BELOW ROAD AND RECESSED 18 INCHES BELOW GROUND. LOCATED EB3986'43.7 FT (13.3 M) WEST OF CENTERLINE OF SR 1001, 16.3 FT (5.0 M) EB3986'NORTHWEST OF A FIRE HYDRANT--AND 17.3 FT (5.3 M) NORTH-NORTHWEST OF EB3986'IRON PROPERTY CORNER, 32.8 FT (10.0 M) NORTH-NORTHEAST OF AN 8-INCH EB3986'PINE, 36.9 FT (11.2 M) NORTH-NORTHEAST OF A 10-INCH PINE, 26.7 FT (8.1 EB3986'M) EAST-NORTHEAST OF A 10-INCH PINE, AND 85.9 FT (26.2 M) EAST OF EB3986'ANOTHER 10-INCH PINE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3988 *********************************************************************** EB3988 DESIGNATION - SOY EB3988 PID - EB3988 EB3988 STATE/COUNTY- NC/ROBESON EB3988 USGS QUAD - ROWLAND (1982) EB3988 EB3988 *CURRENT SURVEY CONTROL EB3988 ___________________________________________________________________ EB3988* NAD 83(1986)- 34 36 16.03555(N) 079 15 30.74462(W) ADJUSTED EB3988* NAVD 88 - 45.8 (meters) 150. (feet) VERTCON EB3988 ___________________________________________________________________ EB3988 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB3988 GEOID HEIGHT- -33.04 (meters) GEOID03 EB3988 EB3988 HORZ ORDER - SECOND EB3988 EB3988.The North Carolina HARNS have been completed but, EB3988.due to contractual restrictions, coordinates for these stations EB3988.will NOT be published in the near future. In the interim, the EB3988.published coordinates in North Carolina will not be EB3988.consistent with the Continuously Operating Reference Stations EB3988.(CORS). The HARN coordinates for these stations are available EB3988.upon request. Contact Gary Thompson(919-733-3836). EB3988. EB3988.In addition, the published North Carolina positions EB3988.(NAD 83 (1986)) are NOT consistent with those determined in EB3988.adjacent state readjustments. The discontinuity between stations EB3988.located in North Carolina and those in adjacent states EB3988.which have been adjusted to the HARN may be as much as 5 EB3988.decimeters. This will result in a significant loss of accuracy EB3988.over lines crossing such state borders. EB3988 EB3988 EB3988.The horizontal coordinates were established by classical geodetic methods EB3988.and adjusted by the National Geodetic Survey in April 1991. EB3988 EB3988.The NAVD 88 height was computed by applying the VERTCON shift value to EB3988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3988 EB3988.The Laplace correction was computed from DEFLEC99 derived deflections. EB3988 EB3988.The geoid height was determined by GEOID03. EB3988 EB3988; North East Units Scale Factor Converg. EB3988;SPC NC - 94,817.044 585,888.096 MT 0.99993595 -0 08 57.2 EB3988;SPC NC - 311,078.92 1,922,201.19 sFT 0.99993595 -0 08 57.2 EB3988;UTM 17 - 3,830,558.367 659,680.798 MT 0.99991428 +0 59 21.1 EB3988 EB3988! - Elev Factor x Scale Factor = Combined Factor EB3988!SPC NC - 0.99999800 x 0.99993595 = 0.99993395 EB3988!UTM 17 - 0.99999800 x 0.99991428 = 0.99991228 EB3988 EB3988 SUPERSEDED SURVEY CONTROL EB3988 EB3988 NGVD 29 (04/22/91) 46.0 (m) 151. (f) VERT ANG EB3988 EB3988.Superseded values are not recommended for survey control. EB3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3988.See file dsdata.txt to determine how the superseded data were derived. EB3988 EB3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5968130558(NAD 83) EB3988_MARKER: DE = TRAVERSE STATION DISK EB3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3988_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3988_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3988+STABILITY: SURFACE MOTION EB3988 EB3988 HISTORY - Date Condition Report By EB3988 HISTORY - 1977 MONUMENTED NCGS EB3988 EB3988 STATION DESCRIPTION EB3988 EB3988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3988'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTH-NORTHEAST OF EB3988'ROWLAND AND 1.1 MILES SOUTHWEST OF ELROD. EB3988'TO REACH STATION FROM THE US 74 AND NC 710 CROSSROADS SOUTHWEST OF EB3988'PEMBROKE, PROCEED SOUTH ALONG NC 710 FOR 5.0 MILES TO SR 1149 ON LEFT EB3988'AND STATION ON NORTHEAST SIDE OF INTERSECTION. EB3988' EB3988'STATION MARK IS A STANDARD DISK STAMPED---SOY 1977---SET IN THE TOP EB3988'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3988'THE MARK IS 22.4 FEET EAST OF CENTERLINE OF NC 710, 53.0 FEET NORTH OF EB3988'CENTERLINE OF SR 1149, 75.3 FEET EAST OF TELEPHONE POLE PEDESTAL P 118 EB3988'AT BRACE POLE AND 44.1 FEET NORTHWEST OF POWER POLE 1764 WITH EB3988'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3989 *********************************************************************** EB3989 DESIGNATION - SPIN EB3989 PID - EB3989 EB3989 STATE/COUNTY- NC/ROBESON EB3989 USGS QUAD - FAIR BLUFF (1982) EB3989 EB3989 *CURRENT SURVEY CONTROL EB3989 ___________________________________________________________________ EB3989* NAD 83(1986)- 34 19 03.78002(N) 079 02 36.69850(W) ADJUSTED EB3989* NAVD 88 - 20.3 (meters) 67. (feet) VERTCON EB3989 ___________________________________________________________________ EB3989 LAPLACE CORR- -3.59 (seconds) DEFLEC99 EB3989 GEOID HEIGHT- -33.81 (meters) GEOID03 EB3989 EB3989 HORZ ORDER - SECOND EB3989 EB3989.The North Carolina HARNS have been completed but, EB3989.due to contractual restrictions, coordinates for these stations EB3989.will NOT be published in the near future. In the interim, the EB3989.published coordinates in North Carolina will not be EB3989.consistent with the Continuously Operating Reference Stations EB3989.(CORS). The HARN coordinates for these stations are available EB3989.upon request. Contact Gary Thompson(919-733-3836). EB3989. EB3989.In addition, the published North Carolina positions EB3989.(NAD 83 (1986)) are NOT consistent with those determined in EB3989.adjacent state readjustments. The discontinuity between stations EB3989.located in North Carolina and those in adjacent states EB3989.which have been adjusted to the HARN may be as much as 5 EB3989.decimeters. This will result in a significant loss of accuracy EB3989.over lines crossing such state borders. EB3989 EB3989 EB3989.The horizontal coordinates were established by classical geodetic methods EB3989.and adjusted by the National Geodetic Survey in April 1991. EB3989 EB3989.The NAVD 88 height was computed by applying the VERTCON shift value to EB3989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3989 EB3989.The Laplace correction was computed from DEFLEC99 derived deflections. EB3989 EB3989.The geoid height was determined by GEOID03. EB3989 EB3989; North East Units Scale Factor Converg. EB3989;SPC NC - 62,980.037 605,594.970 MT 1.00000436 -0 01 30.4 EB3989;SPC NC - 206,627.00 1,986,856.16 sFT 1.00000436 -0 01 30.4 EB3989;SPC SC - 277,216.063 789,636.186 MT 0.99985754 +1 05 04.8 EB3989;SPC SC - 909,501.52 2,590,669.90 iFT 0.99985754 +1 05 04.8 EB3989;UTM 17 - 3,799,117.840 680,013.414 MT 0.99999945 +1 06 12.0 EB3989 EB3989! - Elev Factor x Scale Factor = Combined Factor EB3989!SPC NC - 1.00000212 x 1.00000436 = 1.00000648 EB3989!SPC SC - 1.00000212 x 0.99985754 = 0.99985966 EB3989!UTM 17 - 1.00000212 x 0.99999945 = 1.00000157 EB3989 EB3989 SUPERSEDED SURVEY CONTROL EB3989 EB3989 NGVD 29 (04/22/91) 20.6 (m) 68. (f) VERT ANG EB3989 EB3989.Superseded values are not recommended for survey control. EB3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3989.See file dsdata.txt to determine how the superseded data were derived. EB3989 EB3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8001399118(NAD 83) EB3989_MARKER: DE = TRAVERSE STATION DISK EB3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3989_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3989_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3989+STABILITY: SURFACE MOTION EB3989 EB3989 HISTORY - Date Condition Report By EB3989 HISTORY - 1977 MONUMENTED NCGS EB3989 EB3989 STATION DESCRIPTION EB3989 EB3989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3989'THE STATION IS LOCATED APPROXIMATELY 5.8 MILES SOUTHEAST OF MARIETTA EB3989'AND 0.7 MILES WEST OF FAIR BLUFF. EB3989' EB3989'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB3989'BLUFF, PROCEED NORTHWEST AONG NC 904 FOR 0.4 MILE TO STATION IN LEFT EB3989'SHOULDER ACROSS HIGHWAY FROM A LARGE OAK WITH A NO DUMPING SIGN AND EB3989'0.15 MILE NORTHWEST OF A BRIDGE. EB3989' EB3989'STATION MARK IS A STANDARD DISK STAMPED---SPIN 1977---SET IN THE TOP EB3989'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EB3989'THE MARK IS 16.7 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 904, 45.3 EB3989'FEET NORTH OF A 20 INCH MAPLE, 31.6 FEET NORTHEAST OF A 16 INCH OAK, EB3989'38.5 FEET EAST-SOUTHEAST OF A 24 INCH OAK ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2659 *********************************************************************** EB2659 DESIGNATION - SQUARE EB2659 PID - EB2659 EB2659 STATE/COUNTY- NC/ROBESON EB2659 USGS QUAD - FAIRMONT (1962) EB2659 EB2659 *CURRENT SURVEY CONTROL EB2659 ___________________________________________________________________ EB2659* NAD 83(1986)- 34 29 02.64505(N) 079 06 54.06922(W) ADJUSTED EB2659* NAVD 88 - 39.02 (+/-2cm) 128.0 (feet) VERTCON EB2659 ___________________________________________________________________ EB2659 LAPLACE CORR- -5.02 (seconds) DEFLEC99 EB2659 GEOID HEIGHT- -33.59 (meters) GEOID03 EB2659 EB2659 HORZ ORDER - SECOND EB2659 VERT ORDER - THIRD ? (See Below) EB2659 EB2659.The North Carolina HARNS have been completed but, EB2659.due to contractual restrictions, coordinates for these stations EB2659.will NOT be published in the near future. In the interim, the EB2659.published coordinates in North Carolina will not be EB2659.consistent with the Continuously Operating Reference Stations EB2659.(CORS). The HARN coordinates for these stations are available EB2659.upon request. Contact Gary Thompson(919-733-3836). EB2659. EB2659.In addition, the published North Carolina positions EB2659.(NAD 83 (1986)) are NOT consistent with those determined in EB2659.adjacent state readjustments. The discontinuity between stations EB2659.located in North Carolina and those in adjacent states EB2659.which have been adjusted to the HARN may be as much as 5 EB2659.decimeters. This will result in a significant loss of accuracy EB2659.over lines crossing such state borders. EB2659 EB2659 EB2659.The horizontal coordinates were established by classical geodetic methods EB2659.and adjusted by the National Geodetic Survey in July 1986. EB2659 EB2659.The NAVD 88 height was computed by applying the VERTCON shift value to EB2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2659.The vertical order pertains to the NGVD 29 superseded value. EB2659 EB2659.The Laplace correction was computed from DEFLEC99 derived deflections. EB2659 EB2659.The geoid height was determined by GEOID03. EB2659 EB2659; North East Units Scale Factor Converg. EB2659;SPC NC - 81,438.255 599,036.255 MT 0.99996166 -0 03 59.0 EB2659;SPC NC - 267,185.34 1,965,338.11 sFT 0.99996166 -0 03 59.0 EB2659;SPC SC - 295,541.729 782,721.676 MT 0.99989460 +1 02 42.1 EB2659;SPC SC - 969,625.10 2,567,984.50 iFT 0.99989460 +1 02 42.1 EB2659;UTM 17 - 3,817,443.016 673,091.566 MT 0.99996930 +1 04 03.0 EB2659 EB2659! - Elev Factor x Scale Factor = Combined Factor EB2659!SPC NC - 0.99999915 x 0.99996166 = 0.99996081 EB2659!SPC SC - 0.99999915 x 0.99989460 = 0.99989375 EB2659!UTM 17 - 0.99999915 x 0.99996930 = 0.99996845 EB2659 EB2659: Primary Azimuth Mark Grid Az EB2659:SPC NC - FIREBIRD 151 25 33.0 EB2659:SPC SC - FIREBIRD 150 18 51.9 EB2659:UTM 17 - FIREBIRD 150 17 31.0 EB2659 EB2659|---------------------------------------------------------------------| EB2659| PID Reference Object Distance Geod. Az | EB2659| dddmmss.s | EB2659| EB2645 FIREBIRD APPROX. 1.1 KM 1512134.0 | EB2659| EB2648 HALSEY 362.572 METERS 35820 | EB2659|---------------------------------------------------------------------| EB2659 EB2659 SUPERSEDED SURVEY CONTROL EB2659 EB2659 NAD 27 - 34 29 02.05747(N) 079 06 54.94106(W) AD( ) 2 EB2659 NGVD 29 (07/19/86) 39.32 (m) 129.0 (f) LEVELING 3 EB2659 EB2659.Superseded values are not recommended for survey control. EB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2659.See file dsdata.txt to determine how the superseded data were derived. EB2659 EB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7309217443(NAD 83) EB2659_MARKER: DE = TRAVERSE STATION DISK EB2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2659_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2659_STAMPING: SQUARE 1966 EB2659_MARK LOGO: NCGS EB2659_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2659+STABILITY: SURFACE MOTION EB2659 EB2659 HISTORY - Date Condition Report By EB2659 HISTORY - 1966 MONUMENTED NCGS EB2659 HISTORY - 19890515 GOOD NCGS EB2659 EB2659 STATION DESCRIPTION EB2659 EB2659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2659'SQUARE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2659'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2659' EB2659'SQUARE IS 0.8 MILES SOUTH OF INTERSECTION OF NC 41 AND NC 130 EB2659'IN FAIRMONT AND 6.1 MILES NORTH OF INTERSECTION OF NC 41 AND EB2659'NC 904 SOUTH OF FAIRMONT. TO REACH STATION PROCEED FROM EB2659'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT SOUTH ALONG NC 41 EB2659'FOR 0.9 MILES TO THE STATION ON THE RIGHT IN SOUTHWEST EB2659'QUADRANT OF THE INTERSECTION OF NC 41 WITH NC 130 BYPASS. EB2659' EB2659'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2659'SQUARE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2659'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2659' EB2659'MARK IS EB2659' EB2659'23.2 FT SSE OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG EB2659' EB2659'10.2 FT E OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG EB2659' EB2659'5.0 FT NW OF TP WITH ALUMINUM REF. TAG EB2659' EB2659'41.9 FT W OF C/L OF NC 41 EB2659' EB2659'137.9 FT S OF C/L OF NC 130 BYPASS EB2659 EB2659 STATION RECOVERY (1989) EB2659 EB2659'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2659'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2508 *********************************************************************** EB2508 DESIGNATION - STANNEL EB2508 PID - EB2508 EB2508 STATE/COUNTY- NC/ROBESON EB2508 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2508 EB2508 *CURRENT SURVEY CONTROL EB2508 ___________________________________________________________________ EB2508* NAD 83(1986)- 34 35 20.75134(N) 078 55 50.85278(W) ADJUSTED EB2508* NAVD 88 - 39.5 (meters) 130. (feet) VERTCON EB2508 ___________________________________________________________________ EB2508 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EB2508 GEOID HEIGHT- -34.17 (meters) GEOID03 EB2508 EB2508 HORZ ORDER - SECOND EB2508 EB2508.The North Carolina HARNS have been completed but, EB2508.due to contractual restrictions, coordinates for these stations EB2508.will NOT be published in the near future. In the interim, the EB2508.published coordinates in North Carolina will not be EB2508.consistent with the Continuously Operating Reference Stations EB2508.(CORS). The HARN coordinates for these stations are available EB2508.upon request. Contact Gary Thompson(919-733-3836). EB2508. EB2508.In addition, the published North Carolina positions EB2508.(NAD 83 (1986)) are NOT consistent with those determined in EB2508.adjacent state readjustments. The discontinuity between stations EB2508.located in North Carolina and those in adjacent states EB2508.which have been adjusted to the HARN may be as much as 5 EB2508.decimeters. This will result in a significant loss of accuracy EB2508.over lines crossing such state borders. EB2508 EB2508 EB2508.The horizontal coordinates were established by classical geodetic methods EB2508.and adjusted by the National Geodetic Survey in July 1986. EB2508 EB2508.The NAVD 88 height was computed by applying the VERTCON shift value to EB2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2508 EB2508.The Laplace correction was computed from DEFLEC99 derived deflections. EB2508 EB2508.The geoid height was determined by GEOID03. EB2508 EB2508; North East Units Scale Factor Converg. EB2508;SPC NC - 93,084.913 615,950.083 MT 0.99993899 +0 02 23.8 EB2508;SPC NC - 305,396.09 2,020,829.56 sFT 0.99993899 +0 02 23.8 EB2508;UTM 17 - 3,829,422.926 689,772.430 MT 1.00004391 +1 10 30.0 EB2508 EB2508! - Elev Factor x Scale Factor = Combined Factor EB2508!SPC NC - 0.99999917 x 0.99993899 = 0.99993816 EB2508!UTM 17 - 0.99999917 x 1.00004391 = 1.00004308 EB2508 EB2508: Primary Azimuth Mark Grid Az EB2508:SPC NC - ALLENTON 051 17 37.1 EB2508:UTM 17 - ALLENTON 050 09 30.9 EB2508 EB2508|---------------------------------------------------------------------| EB2508| PID Reference Object Distance Geod. Az | EB2508| dddmmss.s | EB2508| EB2487 ALLENTON APPROX. 0.6 KM 0512000.9 | EB2508|---------------------------------------------------------------------| EB2508 EB2508 SUPERSEDED SURVEY CONTROL EB2508 EB2508 NAD 27 - 34 35 20.15053(N) 078 55 51.74260(W) AD( ) 2 EB2508 NGVD 29 (07/19/86) 39.8 (m) 131. (f) VERT ANG EB2508 EB2508.Superseded values are not recommended for survey control. EB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2508.See file dsdata.txt to determine how the superseded data were derived. EB2508 EB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8977229423(NAD 83) EB2508_MARKER: DE = TRAVERSE STATION DISK EB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2508_STAMPING: STANNEL 1965 EB2508_MARK LOGO: NCGS EB2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2508+STABILITY: SURFACE MOTION EB2508 EB2508 HISTORY - Date Condition Report By EB2508 HISTORY - 1965 MONUMENTED NCGS EB2508 HISTORY - 1973 SEE DESCRIPTION NCGS EB2508 EB2508 STATION DESCRIPTION EB2508 EB2508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2508'STANNEL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2508'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2508' EB2508'STANNEL IS 4.9 MILES SE OF LUMBERTON. TO REACH STATION FROM EB2508'SR 1002 AND NC 211 AT ALLENTON SCHOOL, GO SOUTH 0.2 MILES ON SR 1002 EB2508'TO RR CROSSING, TURN WEST ON DIRT ROAD ALONG TRACK AND GO WEST ON EB2508'DIRT ROAD 0.1 MILE TO STATION ON NORTH SIDE OF TRACK. EB2508' EB2508'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2508'STANNEL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2508'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2508' EB2508'MARK IS EB2508' EB2508'6.4 FT N OF NORTH RAIL EB2508' EB2508'97.4 FT SW OF TP WITH ALUMINUM REF. TAG. EB2508' EB2508'88.3 FT SE OF TP 57 WITH ALUMINUM REF. TAG. EB2508' EB2508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2508 EB2508 STATION RECOVERY (1973) EB2508 EB2508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2508'DESTROYED. TILTED ABOUT 30 DEG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1630 *********************************************************************** EB1630 DESIGNATION - STEDMAN EB1630 PID - EB1630 EB1630 STATE/COUNTY- NC/ROBESON EB1630 USGS QUAD - MAXTON (1982) EB1630 EB1630 *CURRENT SURVEY CONTROL EB1630 ___________________________________________________________________ EB1630* NAD 83(1986)- 34 43 36.96139(N) 079 19 46.30210(W) ADJUSTED EB1630* NAVD 88 - 59.477 (meters) 195.13 (feet) ADJUSTED EB1630 ___________________________________________________________________ EB1630 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB1630 GEOID HEIGHT- -32.72 (meters) GEOID03 EB1630 DYNAMIC HT - 59.421 (meters) 194.95 (feet) COMP EB1630 MODELED GRAV- 979,692.8 (mgal) NAVD 88 EB1630 EB1630 HORZ ORDER - SECOND EB1630 VERT ORDER - SECOND CLASS I EB1630 EB1630.The North Carolina HARNS have been completed but, EB1630.due to contractual restrictions, coordinates for these stations EB1630.will NOT be published in the near future. In the interim, the EB1630.published coordinates in North Carolina will not be EB1630.consistent with the Continuously Operating Reference Stations EB1630.(CORS). The HARN coordinates for these stations are available EB1630.upon request. Contact Gary Thompson(919-733-3836). EB1630. EB1630.In addition, the published North Carolina positions EB1630.(NAD 83 (1986)) are NOT consistent with those determined in EB1630.adjacent state readjustments. The discontinuity between stations EB1630.located in North Carolina and those in adjacent states EB1630.which have been adjusted to the HARN may be as much as 5 EB1630.decimeters. This will result in a significant loss of accuracy EB1630.over lines crossing such state borders. EB1630 EB1630 EB1630.The horizontal coordinates were established by classical geodetic methods EB1630.and adjusted by the National Geodetic Survey in April 1991. EB1630 EB1630.The orthometric height was determined by differential leveling EB1630.and adjusted by the National Geodetic Survey in June 1991. EB1630 EB1630.The Laplace correction was computed from DEFLEC99 derived deflections. EB1630 EB1630.The geoid height was determined by GEOID03. EB1630 EB1630.The dynamic height is computed by dividing the NAVD 88 EB1630.geopotential number by the normal gravity value computed on the EB1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1630.degrees latitude (g = 980.6199 gals.). EB1630 EB1630.The modeled gravity was interpolated from observed gravity values. EB1630 EB1630; North East Units Scale Factor Converg. EB1630;SPC NC - 108,422.418 579,422.229 MT 0.99991426 -0 11 24.7 EB1630;SPC NC - 355,715.88 1,900,987.76 sFT 0.99991426 -0 11 24.7 EB1630;UTM 17 - 3,844,032.064 652,945.632 MT 0.99988832 +0 57 06.5 EB1630 EB1630! - Elev Factor x Scale Factor = Combined Factor EB1630!SPC NC - 0.99999580 x 0.99991426 = 0.99991006 EB1630!UTM 17 - 0.99999580 x 0.99988832 = 0.99988412 EB1630 EB1630 SUPERSEDED SURVEY CONTROL EB1630 EB1630 NGVD 29 (10/06/93) 59.760 (m) 196.06 (f) ADJUSTED 2 1 EB1630 EB1630.Superseded values are not recommended for survey control. EB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1630.See file dsdata.txt to determine how the superseded data were derived. EB1630 EB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5294644032(NAD 83) EB1630_MARKER: DE = TRAVERSE STATION DISK EB1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1630_SP_SET: CONCRETE POST EB1630_STAMPING: STEDMAN 1977 EB1630_MARK LOGO: NCGS EB1630_PROJECTION: RECESSED 8 CENTIMETERS EB1630_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1630+STABILITY: SURFACE MOTION EB1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1630+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001 EB1630 EB1630 HISTORY - Date Condition Report By EB1630 HISTORY - 1977 MONUMENTED NCGS EB1630 HISTORY - 1978 GOOD NCGS EB1630 HISTORY - 19970426 MARK NOT FOUND USPSQD EB1630 HISTORY - 20010306 GOOD NCGS EB1630 EB1630 STATION DESCRIPTION EB1630 EB1630'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1630'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF MAXTON EB1630'AND 1.0 MILES WEST-SOUTHWEST OF ALMA. EB1630' EB1630'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN EB1630'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.25 MILES TO Y INTERSECTION EB1630'WITH SR 1302 NORTH AND STATION ON RIGHT BANK ON PROLONGATION OF EB1630'EASTERNMOST SIDE OF STEDMAN UNDERWEAR/SPORTSWEAR BUILDING. EB1630' EB1630'STATION MARK IS A STANDARD DISK STAMPED---STEDMAN 1977---SET IN THE EB1630'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND SURFACE. EB1630'THE MARK IS 51.3 FEET SOUTHWEST OF CENTERLINE OF US 74, 59.6 FEET EB1630'SOUTH-SOUTHEAST OF US 74 SIGN POST WITH REFERENCE TAG, 170.0 FEET EB1630'SOUTHEAST OF CENTERLINE INTERSECTION OF SR 1302 AND HIGHWAY AND 200.5 EB1630'FEET WEST-NORTHWEST OF TELEPHONE POST PEDESTAL. EB1630 EB1630 STATION RECOVERY (1978) EB1630 EB1630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1630'1.2 MI SE FROM MAXTON. EB1630'1.25 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1630'TO Y INTERSECTION WITH SR 1302 ON LEFT AND STATION ON RIGHT ATOP EB1630'BANK, ON PROLONGATION OF EASTERNMOST END OF STEDMAN UNDERWEAR/ EB1630'SPORTSWEAR BUILDING AND 170 FEET SOUTHEAST OF INTERSECTION, 51.3 EB1630'FEET SOUTHWEST OF CENTERLINE OF U.S. 74, 59.6 FEET SOUTH-SOUTHEAST EB1630'OF U.S. 74 SIGN POST WITH REFERENCE TAG AND 200.5 FEET WEST- EB1630'NORTHWEST OF TELEPHONE PEDESTAL. EB1630 EB1630 STATION RECOVERY (1997) EB1630 EB1630'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1630'MARK NOT FOUND. EB1630 EB1630 STATION RECOVERY (2001) EB1630 EB1630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB1630'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES. STEDMAN EB1630'UNDERWEAR/SPORTSWEAR BUILDING HAS BEEN EXPANDED AND RE-NAMED, IT IS EB1630'NOW THE---SOFFE MAXTON PLANT---AND STATION DIRECTLY OPPOSITE THE EB1630'APPROXIMATE CENTER OF BUILDING. MARK ABOUT 3-FEET HIGHER THAN US 74 EB1630'BUSINESS AND RECESSED 3 INCHES BELOW THE GROUND, ALSO 0.15 MI (0.24 EB1630'KM) SOUTHEAST OF SR 1302 (EAST ROCKINGHAM ROAD) IN A CLUSTER OF EB1630'CHINABERRY TREES, 51.4 FT (15.7 M) SOUTHWEST OF CENTERLINE OF US 74 EB1630'BUSINESS, 61.5 FT (18.7 M) SOUTH OF A METAL HIGHWAY SIGN POST, 101.5 EB1630'FT (30.9 M) NORTHWEST OF A FIBER OPTIC WITNESS POST, AND 101.8 FT EB1630'(31.0 M) SOUTHWEST OF A METAL YARD LIGHT POLE ACROSS US 74 BUSINESS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3992 *********************************************************************** EB3992 DESIGNATION - STOP EB3992 PID - EB3992 EB3992 STATE/COUNTY- NC/ROBESON EB3992 USGS QUAD - NORTHWEST LUMBERTON (1982) EB3992 EB3992 *CURRENT SURVEY CONTROL EB3992 ___________________________________________________________________ EB3992* NAD 83(1986)- 34 42 31.11784(N) 079 04 59.47133(W) ADJUSTED EB3992* NAVD 88 - 43.273 (meters) 141.97 (feet) ADJUSTED EB3992 ___________________________________________________________________ EB3992 LAPLACE CORR- -5.90 (seconds) DEFLEC99 EB3992 GEOID HEIGHT- -33.52 (meters) GEOID03 EB3992 DYNAMIC HT - 43.232 (meters) 141.84 (feet) COMP EB3992 MODELED GRAV- 979,683.7 (mgal) NAVD 88 EB3992 EB3992 HORZ ORDER - SECOND EB3992 VERT ORDER - SECOND CLASS II EB3992 EB3992.The North Carolina HARNS have been completed but, EB3992.due to contractual restrictions, coordinates for these stations EB3992.will NOT be published in the near future. In the interim, the EB3992.published coordinates in North Carolina will not be EB3992.consistent with the Continuously Operating Reference Stations EB3992.(CORS). The HARN coordinates for these stations are available EB3992.upon request. Contact Gary Thompson(919-733-3836). EB3992. EB3992.In addition, the published North Carolina positions EB3992.(NAD 83 (1986)) are NOT consistent with those determined in EB3992.adjacent state readjustments. The discontinuity between stations EB3992.located in North Carolina and those in adjacent states EB3992.which have been adjusted to the HARN may be as much as 5 EB3992.decimeters. This will result in a significant loss of accuracy EB3992.over lines crossing such state borders. EB3992 EB3992 EB3992.The horizontal coordinates were established by classical geodetic methods EB3992.and adjusted by the National Geodetic Survey in April 1991. EB3992 EB3992.The orthometric height was determined by differential leveling EB3992.and adjusted by the National Geodetic Survey in October 1999. EB3992 EB3992.The Laplace correction was computed from DEFLEC99 derived deflections. EB3992 EB3992.The geoid height was determined by GEOID03. EB3992 EB3992.The dynamic height is computed by dividing the NAVD 88 EB3992.geopotential number by the normal gravity value computed on the EB3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3992.degrees latitude (g = 980.6199 gals.). EB3992 EB3992.The modeled gravity was interpolated from observed gravity values. EB3992 EB3992; North East Units Scale Factor Converg. EB3992;SPC NC - 106,346.697 601,981.091 MT 0.99991721 -0 02 52.8 EB3992;SPC NC - 348,905.79 1,974,999.63 sFT 0.99991721 -0 02 52.8 EB3992;UTM 17 - 3,842,405.888 675,541.742 MT 0.99997982 +1 05 30.2 EB3992 EB3992! - Elev Factor x Scale Factor = Combined Factor EB3992!SPC NC - 0.99999847 x 0.99991721 = 0.99991568 EB3992!UTM 17 - 0.99999847 x 0.99997982 = 0.99997829 EB3992 EB3992 SUPERSEDED SURVEY CONTROL EB3992 EB3992 NGVD 29 (04/22/91) 43.4 (m) 142. (f) VERT ANG EB3992 EB3992.Superseded values are not recommended for survey control. EB3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3992.See file dsdata.txt to determine how the superseded data were derived. EB3992 EB3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7554242406(NAD 83) EB3992_MARKER: DH = HORIZONTAL CONTROL DISK EB3992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3992_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3992_STAMPING: STOP 1977 EB3992_MARK LOGO: NCGS EB3992_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3992+STABILITY: SURFACE MOTION EB3992 EB3992 HISTORY - Date Condition Report By EB3992 HISTORY - 1977 MONUMENTED NCGS EB3992 HISTORY - 19881228 GOOD NCGS EB3992 EB3992 STATION DESCRIPTION EB3992 EB3992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3992'THE STATION IS LOCATED APPROXIMATELY 7.4 MILES NORTHWEST OF LUMBERTON EB3992'AND 9.1 MILES SOUTHEAST OF RED SPRINGS. EB3992' EB3992'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE EB3992'IN RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 9.45 MILES TO EB3992'SR 1003 ON RIGHT TO STATION IN EAST SHOULDER OF SR 1003. EB3992' EB3992'STATION MARK IS A STANDARD DISK STAMPED---STOP 1977---SET IN THE TOP EB3992'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3992'THE MARK IS 71.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF NC 211, 27.9 EB3992'FEET EAST OF CENTERLINE OF SR 1003, 85.6 FEET SOUTH OF CENTERLINE EB3992'INTERSECTION OF ROADS, 71.8 FEET NORTHWEST OF A 12 INCH POPLAR WITH EB3992'REFERENCE TAG AND 3.3 FEET SOUTH-SOUTHWEST OF METAL STOP SIGN POST. EB3992 EB3992 STATION RECOVERY (1988) EB3992 EB3992'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB3992'STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHWEST OF LUMBERTON AND EB3992'9.1 MI (14.6 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH EB3992'AVENUE) FOR 9.45 MI (15.21 KM) SOUTHEAST FROM MAIN STREET (IN RED EB3992'SPRINGS), AT SR 1003, IN THE SOUTHEAST QUADRANT OF THE T-INTERSECTION EB3992'AND IN EAST SHOULDER OF SR 1003. MARK IS 1-FOOT LOWER THAN THE ROAD EB3992'AND RECESSED 6 INCHES BELOW GROUND. LOCATED 71.3 FT (21.7 M) EB3992'SOUTH-SOUTHWEST OF CENTERLINE OF NC 211, 25.7 FT (7.8 M) EAST OF EB3992'CENTERLINE OF SR 1003, 85.6 FT (26.1 M) SOUTH OF CENTERLINE EB3992'INTERSECTION OF ROADS, 3.3 FT (1.0 M) SOUTH-SOUTHWEST OF METAL STOP EB3992'SIGN POST--AND 71.8 FT (21.9 M) NORTHWEST OF A 12-INCH POPLAR, 72.6 FT EB3992'(22.1 M) NORTH OF A 12-INCH POPLAR--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3993 *********************************************************************** EB3993 DESIGNATION - STRICK EB3993 PID - EB3993 EB3993 STATE/COUNTY- NC/ROBESON EB3993 USGS QUAD - JOHNS (1971) EB3993 EB3993 *CURRENT SURVEY CONTROL EB3993 ___________________________________________________________________ EB3993* NAD 83(1986)- 34 40 52.10749(N) 079 23 00.38030(W) ADJUSTED EB3993* NAVD 88 - 53.8 (meters) 177. (feet) VERTCON EB3993 ___________________________________________________________________ EB3993 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EB3993 GEOID HEIGHT- -32.61 (meters) GEOID03 EB3993 EB3993 HORZ ORDER - SECOND EB3993 EB3993.The North Carolina HARNS have been completed but, EB3993.due to contractual restrictions, coordinates for these stations EB3993.will NOT be published in the near future. In the interim, the EB3993.published coordinates in North Carolina will not be EB3993.consistent with the Continuously Operating Reference Stations EB3993.(CORS). The HARN coordinates for these stations are available EB3993.upon request. Contact Gary Thompson(919-733-3836). EB3993. EB3993.In addition, the published North Carolina positions EB3993.(NAD 83 (1986)) are NOT consistent with those determined in EB3993.adjacent state readjustments. The discontinuity between stations EB3993.located in North Carolina and those in adjacent states EB3993.which have been adjusted to the HARN may be as much as 5 EB3993.decimeters. This will result in a significant loss of accuracy EB3993.over lines crossing such state borders. EB3993 EB3993 EB3993.The horizontal coordinates were established by classical geodetic methods EB3993.and adjusted by the National Geodetic Survey in April 1991. EB3993 EB3993.The NAVD 88 height was computed by applying the VERTCON shift value to EB3993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3993 EB3993.The Laplace correction was computed from DEFLEC99 derived deflections. EB3993 EB3993.The geoid height was determined by GEOID03. EB3993 EB3993; North East Units Scale Factor Converg. EB3993;SPC NC - 103,360.576 574,465.370 MT 0.99992184 -0 13 16.7 EB3993;SPC NC - 339,108.82 1,884,725.13 sFT 0.99992184 -0 13 16.7 EB3993;UTM 17 - 3,838,872.666 648,090.798 MT 0.99987031 +0 55 12.0 EB3993 EB3993! - Elev Factor x Scale Factor = Combined Factor EB3993!SPC NC - 0.99999667 x 0.99992184 = 0.99991851 EB3993!UTM 17 - 0.99999667 x 0.99987031 = 0.99986698 EB3993 EB3993 SUPERSEDED SURVEY CONTROL EB3993 EB3993 NGVD 29 (04/22/91) 54.1 (m) 177. (f) VERT ANG EB3993 EB3993.Superseded values are not recommended for survey control. EB3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3993.See file dsdata.txt to determine how the superseded data were derived. EB3993 EB3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4809138873(NAD 83) EB3993_MARKER: DE = TRAVERSE STATION DISK EB3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3993_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3993_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3993+STABILITY: SURFACE MOTION EB3993 EB3993 HISTORY - Date Condition Report By EB3993 HISTORY - 1977 MONUMENTED NCGS EB3993 EB3993 STATION DESCRIPTION EB3993 EB3993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3993'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTH-SOUTHWEST OF EB3993'MAXTON AND 3.7 MILES NORTHWEST OF RAEMON. EB3993' EB3993'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB3993'MAXTON, PROCEED NORTHEAST ALONG NC 83 FOR 1.4 MILES TO STATION ON LEFT EB3993'IN YARD OF A MOBILE HOME RESIDENCE AND 0.15 MILE SOUTHWEST OF SR 1107 EB3993'CROSSROAD. EB3993' EB3993'STATION MARK IS A STANDARD DISK STAMPED---STRICK 1977---SET IN THE EB3993'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB3993'SURFACE. THE MARK IS 73.0 FEET NORTHWEST OF CENTERLINE OF NC 83, 12.8 EB3993'FEET SOUTHEAST OF A 10 INCH CHINA BERRY WITH REFERENCE TAG, 73.1 FEET EB3993'NORTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 27.4 FEET EB3993'NORTH OF TELEPHONE POLE PEDESTAL AND 45.4 FEET SOUTHEAST OF A 20 INCH EB3993'GUM WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2632 *********************************************************************** EB2632 DESIGNATION - STROM EB2632 PID - EB2632 EB2632 STATE/COUNTY- NC/ROBESON EB2632 USGS QUAD - WAKULLA (1982) EB2632 EB2632 *CURRENT SURVEY CONTROL EB2632 ___________________________________________________________________ EB2632* NAD 83(1986)- 34 46 42.44476(N) 079 19 05.71480(W) ADJUSTED EB2632* NAVD 88 - 65. (meters) 213. (feet) SCALED EB2632 ___________________________________________________________________ EB2632 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EB2632 GEOID HEIGHT- -32.72 (meters) GEOID03 EB2632 EB2632 HORZ ORDER - SECOND EB2632 EB2632.The North Carolina HARNS have been completed but, EB2632.due to contractual restrictions, coordinates for these stations EB2632.will NOT be published in the near future. In the interim, the EB2632.published coordinates in North Carolina will not be EB2632.consistent with the Continuously Operating Reference Stations EB2632.(CORS). The HARN coordinates for these stations are available EB2632.upon request. Contact Gary Thompson(919-733-3836). EB2632. EB2632.In addition, the published North Carolina positions EB2632.(NAD 83 (1986)) are NOT consistent with those determined in EB2632.adjacent state readjustments. The discontinuity between stations EB2632.located in North Carolina and those in adjacent states EB2632.which have been adjusted to the HARN may be as much as 5 EB2632.decimeters. This will result in a significant loss of accuracy EB2632.over lines crossing such state borders. EB2632 EB2632 EB2632.The horizontal coordinates were established by classical geodetic methods EB2632.and adjusted by the National Geodetic Survey in July 1986. EB2632 EB2632.The orthometric height was scaled from a topographic map. EB2632 EB2632.The Laplace correction was computed from DEFLEC99 derived deflections. EB2632 EB2632.The geoid height was determined by GEOID03. EB2632 EB2632; North East Units Scale Factor Converg. EB2632;SPC NC - 114,134.283 580,473.071 MT 0.99990649 -0 11 01.3 EB2632;SPC NC - 374,455.56 1,904,435.40 sFT 0.99990649 -0 11 01.3 EB2632;UTM 17 - 3,849,763.632 653,882.350 MT 0.99989186 +0 57 34.1 EB2632 EB2632! - Elev Factor x Scale Factor = Combined Factor EB2632!SPC NC - 0.99999498 x 0.99990649 = 0.99990147 EB2632!UTM 17 - 0.99999498 x 0.99989186 = 0.99988684 EB2632 EB2632: Primary Azimuth Mark Grid Az EB2632:SPC NC - STROM AZ MK 174 52 14.4 EB2632:UTM 17 - STROM AZ MK 173 43 39.0 EB2632 EB2632|---------------------------------------------------------------------| EB2632| PID Reference Object Distance Geod. Az | EB2632| dddmmss.s | EB2632| EB3590 STROM RM 1 28.499 METERS 09327 | EB2632| EB3589 STROM AZ MK 1744113.1 | EB2632| EB3591 STROM RM 2 28.444 METERS 18043 | EB2632|---------------------------------------------------------------------| EB2632 EB2632 SUPERSEDED SURVEY CONTROL EB2632 EB2632 NAD 27 - 34 46 41.86900(N) 079 19 06.56000(W) AD( ) 2 EB2632 EB2632.Superseded values are not recommended for survey control. EB2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2632.See file dsdata.txt to determine how the superseded data were derived. EB2632 EB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5388249764(NAD 83) EB2632_MARKER: DS = TRIANGULATION STATION DISK EB2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2632 EB2632 HISTORY - Date Condition Report By EB2632 HISTORY - 1949 MONUMENTED CGS EB2632 HISTORY - 1968 GOOD CGS EB2632 HISTORY - 19970426 GOOD USPSQD EB2632 EB2632 STATION DESCRIPTION EB2632 EB2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2632'STATION IS LOCATED 9 MILES SOUTHWEST OF RED SPRING AND 4 MILES EB2632'NORTHEAST OF MAXTON IN THE EAST ANGLE OF THE INTERSECTION OF EB2632'STATE HIGHWAY 71 AND A CROSS ROAD. IT IS 55 FEET SOUTHEAST EB2632'OF THE INTERSECTION, 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY, EB2632'42 FEET EAST OF THE CENTER OF A DIRT ROAD, 20 FEET SOUTHEAST EB2632'OF A FENCE CORNER AND 18 FEET SOUTH OF A WHITE WITNESS EB2632'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED STROM 1949. EB2632' EB2632'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF A 36 INCH OAK TREE EB2632'AND 58 FEET SOUTHEAST OF A FENCE LINE. THE MARK IS FLUSH AND EB2632'THE DISK IS STAMPED STROM NO 1 1949. EB2632' EB2632'REFERENCE MARK NO. 2 IS 69 FEET SOUTH OF THE OAK TREE AND 29 EB2632'FEET EAST OF THE CENTER OF THE DIRT ROAD. THE MARK PROJECTS EB2632'6 INCHES AND THE DISK IS STAMPED STROM NO 2 1949. EB2632' EB2632'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF THE DIRT EB2632'ROAD, 15 FEET NORTH OF THE CENTER OF AN IRRIGATION DITCH AND 2 EB2632'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 5 INCHES EB2632'AND THE DISK IS STAMPED STROM 1949. EB2632' EB2632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 EB2632'AND 211 IN RED SPRING GO SOUTHEAST ON HIGHWAY 71 FOR 8.4 EB2632'MILES TO A CROSS ROAD AND THE STATION IN THE EAST ANGLE AS EB2632'DESCRIBED. EB2632' EB2632'TO REACH THE AZIMUTH MARK FRON THE STATION GO SOUTH ON THE EB2632'DIRT ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. EB2632' EB2632'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EB2632 EB2632 STATION RECOVERY (1968) EB2632 EB2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2632'RECOVERED IN GOOD CONDITION. STATION MARK IS 1 INCH BELOW EB2632'GROUND, 16.6 FEET SOUTHEAST OF A FENCE ALONG STATE HIGHWAY 71, EB2632'13.8 FEET NORTHEAST OF A FENCE ALONG SR 1312 AND 13.7 FEET EB2632'NORTHEAST OF A METAL WITNESS POST. IT IS IN A CLEARING IN EB2632'WOODED GRAZING LAND. BOTH OF THE ABOVE ROADS ARE PAVED. EB2632' EB2632'RM 1 IS FLUSH BUT COVERED WITH LEAVES AND IN THE WOODS, 58 EB2632'FEET SOUTHEAST OF THE FENCE ALONG HIGHWAY 71. EB2632' EB2632'RM 2 IS PROJECTING 3 INCHES, AND IS 1 FOOT NORTH OF THE FENCE EB2632'ALONG SR 1312. DISTANCE TO RM 2 WAS FOUND TO BE IN ERROR. IT EB2632'IS 90.35 FEET RATHER THAN 93.50 FEET. EB2632' EB2632'AZIMUTH MARK PROJECTS 8 INCHES, IS 23 FEET SOUTHEWEST OF THE EB2632'CENTER OF THE PAVEMENT OF SR 1312 AND 32 FEET SOUTH OF THE EB2632'CENTER OF A DIRT WOODS ROAD. LINE TO THE AZIMUTH MARK IS EB2632'BLOCKED BY TREES. EB2632' EB2632'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT MAXTON, GO EB2632'NORTH AND NORTHEAST ON STATE HIGHWAY 71 FOR 3.7 MILES TO THE EB2632'PAVED CROSSROAD AND STATION ON THE RIGHT. EB2632' EB2632'TO REACH THE AZIMUTH MARK, GO SOUTH ON SR 1312 FOR 0.35 MILE EB2632'TO THE MARK ON THE RIGHT. EB2632' EB2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2632'3.5 MILES NORTHEAST OF MAXTON. EB2632 EB2632 STATION RECOVERY (1997) EB2632 EB2632'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2632'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3994 *********************************************************************** EB3994 DESIGNATION - STUCKY EB3994 PID - EB3994 EB3994 STATE/COUNTY- NC/ROBESON EB3994 USGS QUAD - ROWLAND (1982) EB3994 EB3994 *CURRENT SURVEY CONTROL EB3994 ___________________________________________________________________ EB3994* NAD 83(1986)- 34 31 43.53520(N) 079 16 03.64962(W) ADJUSTED EB3994* NAVD 88 - 44.4 (meters) 146. (feet) VERTCON EB3994 ___________________________________________________________________ EB3994 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EB3994 GEOID HEIGHT- -33.11 (meters) GEOID03 EB3994 EB3994 HORZ ORDER - SECOND EB3994 EB3994.The North Carolina HARNS have been completed but, EB3994.due to contractual restrictions, coordinates for these stations EB3994.will NOT be published in the near future. In the interim, the EB3994.published coordinates in North Carolina will not be EB3994.consistent with the Continuously Operating Reference Stations EB3994.(CORS). The HARN coordinates for these stations are available EB3994.upon request. Contact Gary Thompson(919-733-3836). EB3994. EB3994.In addition, the published North Carolina positions EB3994.(NAD 83 (1986)) are NOT consistent with those determined in EB3994.adjacent state readjustments. The discontinuity between stations EB3994.located in North Carolina and those in adjacent states EB3994.which have been adjusted to the HARN may be as much as 5 EB3994.decimeters. This will result in a significant loss of accuracy EB3994.over lines crossing such state borders. EB3994 EB3994 EB3994.The horizontal coordinates were established by classical geodetic methods EB3994.and adjusted by the National Geodetic Survey in April 1991. EB3994 EB3994.The NAVD 88 height was computed by applying the VERTCON shift value to EB3994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3994 EB3994.The Laplace correction was computed from DEFLEC99 derived deflections. EB3994 EB3994.The geoid height was determined by GEOID03. EB3994 EB3994; North East Units Scale Factor Converg. EB3994;SPC NC - 86,422.773 585,027.117 MT 0.99995161 -0 09 16.2 EB3994;SPC NC - 283,538.71 1,919,376.47 sFT 0.99995161 -0 09 16.2 EB3994;SPC SC - 300,252.885 768,619.143 MT 0.99990600 +0 57 37.4 EB3994;SPC SC - 985,081.64 2,521,716.35 iFT 0.99990600 +0 57 37.4 EB3994;UTM 17 - 3,822,148.917 658,986.654 MT 0.99991156 +0 58 55.6 EB3994 EB3994! - Elev Factor x Scale Factor = Combined Factor EB3994!SPC NC - 0.99999822 x 0.99995161 = 0.99994983 EB3994!SPC SC - 0.99999822 x 0.99990600 = 0.99990422 EB3994!UTM 17 - 0.99999822 x 0.99991156 = 0.99990978 EB3994 EB3994 SUPERSEDED SURVEY CONTROL EB3994 EB3994 NGVD 29 (04/22/91) 44.7 (m) 147. (f) VERT ANG EB3994 EB3994.Superseded values are not recommended for survey control. EB3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3994.See file dsdata.txt to determine how the superseded data were derived. EB3994 EB3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5898722149(NAD 83) EB3994_MARKER: DE = TRAVERSE STATION DISK EB3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3994_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3994_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3994+STABILITY: SURFACE MOTION EB3994 EB3994 HISTORY - Date Condition Report By EB3994 HISTORY - 1977 MONUMENTED NCGS EB3994 EB3994 STATION DESCRIPTION EB3994 EB3994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3994'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES EAST-SOUTHEAST OF EB3994'ROWLAND AND 2.2 MILES NORTH-NORTHEAST OF ECHO. EB3994' EB3994'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 130 SOUTHEAST OF EB3994'ROWLAND PROCEED NORTHEAST ALONG I 95 FOR 0.65 MILE TO STATION IN NORTH EB3994'SHOULDER OF SOUTH BOUND LANES APPROXIMATELY 125 FEET SOUTHEAST OF A EB3994'STUCKY SIGN AND 1.05 MILES SOUTHWEST OF SR 2459 OVERPASS. EB3994' EB3994'STATION MARK IS A STANDARD DISK STAMPED---STUCKY 1977---SET IN TOP EB3994'OF CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS EB3994'31.3 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES, 37.3 FEET EB3994'SOUTH OF EAST END OF HEADWALL, 37.4 FEET SOUTHEAST OF WEST END OF EB3994'HEADWALL, 135.6 FEET SOUTHWEST OF METAL 3 MILE MARKER AND 144.4 FEET EB3994'SOUTHEAST OF BRACE SECTION POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3995 *********************************************************************** EB3995 DESIGNATION - STURGEON EB3995 PID - EB3995 EB3995 STATE/COUNTY- NC/ROBESON EB3995 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3995 EB3995 *CURRENT SURVEY CONTROL EB3995 ___________________________________________________________________ EB3995* NAD 83(1986)- 34 37 15.09816(N) 079 03 39.57067(W) ADJUSTED EB3995* NAVD 88 - 38.7 (meters) 127. (feet) VERTCON EB3995 ___________________________________________________________________ EB3995 LAPLACE CORR- -5.73 (seconds) DEFLEC99 EB3995 GEOID HEIGHT- -33.74 (meters) GEOID03 EB3995 EB3995 HORZ ORDER - SECOND EB3995 EB3995.The North Carolina HARNS have been completed but, EB3995.due to contractual restrictions, coordinates for these stations EB3995.will NOT be published in the near future. In the interim, the EB3995.published coordinates in North Carolina will not be EB3995.consistent with the Continuously Operating Reference Stations EB3995.(CORS). The HARN coordinates for these stations are available EB3995.upon request. Contact Gary Thompson(919-733-3836). EB3995. EB3995.In addition, the published North Carolina positions EB3995.(NAD 83 (1986)) are NOT consistent with those determined in EB3995.adjacent state readjustments. The discontinuity between stations EB3995.located in North Carolina and those in adjacent states EB3995.which have been adjusted to the HARN may be as much as 5 EB3995.decimeters. This will result in a significant loss of accuracy EB3995.over lines crossing such state borders. EB3995 EB3995 EB3995.The horizontal coordinates were established by classical geodetic methods EB3995.and adjusted by the National Geodetic Survey in April 1991. EB3995 EB3995.The NAVD 88 height was computed by applying the VERTCON shift value to EB3995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3995 EB3995.The Laplace correction was computed from DEFLEC99 derived deflections. EB3995 EB3995.The geoid height was determined by GEOID03. EB3995 EB3995; North East Units Scale Factor Converg. EB3995;SPC NC - 96,607.769 604,008.202 MT 0.99993278 -0 02 06.7 EB3995;SPC NC - 316,953.99 1,981,650.24 sFT 0.99993278 -0 02 06.7 EB3995;UTM 17 - 3,832,708.577 677,762.079 MT 0.99998949 +1 06 06.9 EB3995 EB3995! - Elev Factor x Scale Factor = Combined Factor EB3995!SPC NC - 0.99999922 x 0.99993278 = 0.99993200 EB3995!UTM 17 - 0.99999922 x 0.99998949 = 0.99998871 EB3995 EB3995 SUPERSEDED SURVEY CONTROL EB3995 EB3995 NGVD 29 (04/22/91) 39.0 (m) 128. (f) VERT ANG EB3995 EB3995.Superseded values are not recommended for survey control. EB3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3995.See file dsdata.txt to determine how the superseded data were derived. EB3995 EB3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7776232709(NAD 83) EB3995_MARKER: DE = TRAVERSE STATION DISK EB3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3995_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3995_STAMPING: STURGEON 1977 EB3995_MARK LOGO: NCGS EB3995_MAGNETIC: N = NO MAGNETIC MATERIAL EB3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3995+STABILITY: SURFACE MOTION EB3995 EB3995 HISTORY - Date Condition Report By EB3995 HISTORY - 1977 MONUMENTED NCGS EB3995 HISTORY - 19890606 GOOD NCGS EB3995 EB3995 STATION DESCRIPTION EB3995 EB3995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3995'THE STATION IS LOCATED ALONG I 95 APPROXIMATELY 3.1 MILES WEST OF EB3995'LUMBERTON. EB3995' EB3995'TO REACH STATION FROM US 74 OVERPASS OF I 95, PROCEED NORTHEAST ALONG EB3995'I 95 FOR 2.8 MILES TO STATION ON LEFT IN NORTH SHOULDER OF SOUTH EB3995'BOUND LANES APPROXIMATELY 150 FEET SOUTHWEST OF A STUCKEN VIRGIN EB3995'STURGEON SIGN AND 0.55 MILE SOUTHWEST OF NC 72 OVERPASS. EB3995' EB3995'STATION MARK IS A STANDARD DISK STAMPED---STURGEON 1977---SET IN THE EB3995'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE. EB3995'MARK IS 26.8 FEET NORTH-NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES, EB3995'15.6 FEET NORTHEAST OF METAL REFLECTOR POST, 30.4 FEET SOUTH OF FENCE EB3995'POST WITH REFERENCE TAG, 36.9 FEET EAST-SOUTHEAST OF FENCE POST WITH EB3995'REFERENCE TAG, 79.3 FEET EAST OF 8 INCH FENCE POST AT A BRACE SECTION EB3995'WITH REFERENCE TAG AND 181.9 FEET SOUTHWEST OF I 95 AND US 301 SOUTH EB3995'SIGN POST. EB3995 EB3995 STATION RECOVERY (1989) EB3995 EB3995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3995'RECOVERED IN GOOD CONDITION. NOTE FOLLOWING CORRECTION. MARK IS EB3995'LOCATED 118.5 FT (36.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A EB3995'CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3996 *********************************************************************** EB3996 DESIGNATION - SUPPLY EB3996 PID - EB3996 EB3996 STATE/COUNTY- NC/ROBESON EB3996 USGS QUAD - MC DONALD (1972) EB3996 EB3996 *CURRENT SURVEY CONTROL EB3996 ___________________________________________________________________ EB3996* NAD 83(1986)- 34 34 08.05871(N) 079 09 53.11298(W) ADJUSTED EB3996* NAVD 88 - 51.6 (meters) 169. (feet) VERTCON EB3996 ___________________________________________________________________ EB3996 LAPLACE CORR- -5.40 (seconds) DEFLEC99 EB3996 GEOID HEIGHT- -33.40 (meters) GEOID03 EB3996 EB3996 HORZ ORDER - SECOND EB3996 EB3996.The North Carolina HARNS have been completed but, EB3996.due to contractual restrictions, coordinates for these stations EB3996.will NOT be published in the near future. In the interim, the EB3996.published coordinates in North Carolina will not be EB3996.consistent with the Continuously Operating Reference Stations EB3996.(CORS). The HARN coordinates for these stations are available EB3996.upon request. Contact Gary Thompson(919-733-3836). EB3996. EB3996.In addition, the published North Carolina positions EB3996.(NAD 83 (1986)) are NOT consistent with those determined in EB3996.adjacent state readjustments. The discontinuity between stations EB3996.located in North Carolina and those in adjacent states EB3996.which have been adjusted to the HARN may be as much as 5 EB3996.decimeters. This will result in a significant loss of accuracy EB3996.over lines crossing such state borders. EB3996 EB3996 EB3996.The horizontal coordinates were established by classical geodetic methods EB3996.and adjusted by the National Geodetic Survey in April 1991. EB3996 EB3996.The NAVD 88 height was computed by applying the VERTCON shift value to EB3996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3996 EB3996.The Laplace correction was computed from DEFLEC99 derived deflections. EB3996 EB3996.The geoid height was determined by GEOID03. EB3996 EB3996; North East Units Scale Factor Converg. EB3996;SPC NC - 90,855.376 594,483.580 MT 0.99994309 -0 05 42.3 EB3996;SPC NC - 298,081.35 1,950,401.55 sFT 0.99994309 -0 05 42.3 EB3996;UTM 17 - 3,826,768.153 668,353.169 MT 0.99994935 +1 02 29.6 EB3996 EB3996! - Elev Factor x Scale Factor = Combined Factor EB3996!SPC NC - 0.99999715 x 0.99994309 = 0.99994024 EB3996!UTM 17 - 0.99999715 x 0.99994935 = 0.99994650 EB3996 EB3996 SUPERSEDED SURVEY CONTROL EB3996 EB3996 NGVD 29 (04/22/91) 51.9 (m) 170. (f) VERT ANG EB3996 EB3996.Superseded values are not recommended for survey control. EB3996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3996.See file dsdata.txt to determine how the superseded data were derived. EB3996 EB3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6835326768(NAD 83) EB3996_MARKER: DE = TRAVERSE STATION DISK EB3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3996_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3996_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3996+STABILITY: SURFACE MOTION EB3996 EB3996 HISTORY - Date Condition Report By EB3996 HISTORY - 1977 MONUMENTED NCGS EB3996 EB3996 STATION DESCRIPTION EB3996 EB3996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3996'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH-NORTHEAST OF EB3996'MCDONALDS AND 9.6 MILES WEST-SOUTHWEST OF LUMBERTON. EB3996' EB3996'TO REACH STATION FROM US 74 OVERPASS OF I 95 PROCEED SOUTHWEST ALONG EB3996'I 95 FOR 4.3 MILES TO SR 2430 OVERPASS AND STATION ON LEFT AT EB3996'SOUTHEAST CORNER OF BRIDGE. EB3996' EB3996'STATION MARK IS A STANDARD DISK STAMPED---SUPPLY 1977---SET IN THE EB3996'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. EB3996'MARK IS 20.4 FEET EAST OF CENTERLINE OF SR 2430, 2.2 FEET SOUTH OF EB3996'SOUTHEAST END OF BRIDGE RAIL, 2.1 FEET NORTH OF SOUTH END OF WINGWALL EB3996'AND 3.7 FEET EAST OF FIRST GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2509 *********************************************************************** EB2509 DESIGNATION - TANK EB2509 PID - EB2509 EB2509 STATE/COUNTY- NC/ROBESON EB2509 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2509 EB2509 *CURRENT SURVEY CONTROL EB2509 ___________________________________________________________________ EB2509* NAD 83(1986)- 34 34 19.67933(N) 078 58 49.05406(W) ADJUSTED EB2509* NAVD 88 - 33.3 (meters) 109. (feet) VERTCON EB2509 ___________________________________________________________________ EB2509 LAPLACE CORR- -4.63 (seconds) DEFLEC99 EB2509 GEOID HEIGHT- -34.04 (meters) GEOID03 EB2509 EB2509 HORZ ORDER - SECOND EB2509 EB2509.The North Carolina HARNS have been completed but, EB2509.due to contractual restrictions, coordinates for these stations EB2509.will NOT be published in the near future. In the interim, the EB2509.published coordinates in North Carolina will not be EB2509.consistent with the Continuously Operating Reference Stations EB2509.(CORS). The HARN coordinates for these stations are available EB2509.upon request. Contact Gary Thompson(919-733-3836). EB2509. EB2509.In addition, the published North Carolina positions EB2509.(NAD 83 (1986)) are NOT consistent with those determined in EB2509.adjacent state readjustments. The discontinuity between stations EB2509.located in North Carolina and those in adjacent states EB2509.which have been adjusted to the HARN may be as much as 5 EB2509.decimeters. This will result in a significant loss of accuracy EB2509.over lines crossing such state borders. EB2509 EB2509 EB2509.The horizontal coordinates were established by classical geodetic methods EB2509.and adjusted by the National Geodetic Survey in July 1986. EB2509 EB2509.The NAVD 88 height was computed by applying the VERTCON shift value to EB2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2509 EB2509.The Laplace correction was computed from DEFLEC99 derived deflections. EB2509 EB2509.The geoid height was determined by GEOID03. EB2509 EB2509; North East Units Scale Factor Converg. EB2509;SPC NC - 91,201.076 611,409.465 MT 0.99994242 +0 00 40.9 EB2509;SPC NC - 299,215.53 2,005,932.55 sFT 0.99994242 +0 00 40.9 EB2509;UTM 17 - 3,827,449.330 685,269.602 MT 1.00002309 +1 08 47.0 EB2509 EB2509! - Elev Factor x Scale Factor = Combined Factor EB2509!SPC NC - 1.00000011 x 0.99994242 = 0.99994253 EB2509!UTM 17 - 1.00000011 x 1.00002309 = 1.00002320 EB2509 EB2509: Primary Azimuth Mark Grid Az EB2509:SPC NC - JACOB 152 41 13.3 EB2509:UTM 17 - JACOB 151 33 07.2 EB2509 EB2509|---------------------------------------------------------------------| EB2509| PID Reference Object Distance Geod. Az | EB2509| dddmmss.s | EB2509| EB2495 JACOB APPROX. 0.9 KM 1524154.2 | EB2509|---------------------------------------------------------------------| EB2509 EB2509 SUPERSEDED SURVEY CONTROL EB2509 EB2509 NAD 27 - 34 34 19.08352(N) 078 58 49.93699(W) AD( ) 2 EB2509 NGVD 29 (07/19/86) 33.6 (m) 110. (f) VERT ANG EB2509 EB2509.Superseded values are not recommended for survey control. EB2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2509.See file dsdata.txt to determine how the superseded data were derived. EB2509 EB2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8527027449(NAD 83) EB2509_MARKER: DE = TRAVERSE STATION DISK EB2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2509_STAMPING: TANK 1965 EB2509_MARK LOGO: NCGS EB2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2509+STABILITY: SURFACE MOTION EB2509 EB2509 HISTORY - Date Condition Report By EB2509 HISTORY - 1965 MONUMENTED NCGS EB2509 HISTORY - 1981 SEE DESCRIPTION NCGS EB2509 EB2509 STATION DESCRIPTION EB2509 EB2509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2509'TANK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2509'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2509' EB2509'TANK IS 3.8 MILES SSE OF LUMBERTON. LOCATED 3.1 MILES S ALONG EB2509'U.S. 74 FROM INTERSECTION OF NC 211 BYPASS AND U.S. 74. 0.7 MILES EB2509'NW OF Y INTERSECTION OF SR 2207 AND U.S. 74. 1.0 MILE SSE OF Y EB2509'INTERSECTION OF SR 2202 AND U.S. 74. APPROXIMATELY 50 FT NW OF EB2509'TOBACCO BARN AND ON SW SHOULDER OF U.S. 74. EB2509' EB2509'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2509'TANK 1965. SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2509'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2509' EB2509'MARK IS EB2509' EB2509'16.3 FT W OF C/L OF U.S. 74 EB2509' EB2509'47.0 FT NE OF NE CORNER OF TOBACCO BARN EB2509' EB2509'21.8 FT N OF OIL TANK EB2509' EB2509'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2509 EB2509 STATION RECOVERY (1981) EB2509 EB2509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (SKS) EB2509'THE STATION WAS RECOVERED AND FOUND TO BE DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1652 *********************************************************************** EB1652 DESIGNATION - TAYLOR EB1652 PID - EB1652 EB1652 STATE/COUNTY- NC/ROBESON EB1652 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1652 EB1652 *CURRENT SURVEY CONTROL EB1652 ___________________________________________________________________ EB1652* NAD 83(1986)- 34 35 41.92755(N) 079 05 20.62833(W) ADJUSTED EB1652* NAVD 88 - 41.263 (meters) 135.38 (feet) ADJUSTED EB1652 ___________________________________________________________________ EB1652 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EB1652 GEOID HEIGHT- -33.66 (meters) GEOID03 EB1652 DYNAMIC HT - 41.223 (meters) 135.25 (feet) COMP EB1652 MODELED GRAV- 979,669.1 (mgal) NAVD 88 EB1652 EB1652 HORZ ORDER - SECOND EB1652 VERT ORDER - SECOND CLASS I EB1652 EB1652.The North Carolina HARNS have been completed but, EB1652.due to contractual restrictions, coordinates for these stations EB1652.will NOT be published in the near future. In the interim, the EB1652.published coordinates in North Carolina will not be EB1652.consistent with the Continuously Operating Reference Stations EB1652.(CORS). The HARN coordinates for these stations are available EB1652.upon request. Contact Gary Thompson(919-733-3836). EB1652. EB1652.In addition, the published North Carolina positions EB1652.(NAD 83 (1986)) are NOT consistent with those determined in EB1652.adjacent state readjustments. The discontinuity between stations EB1652.located in North Carolina and those in adjacent states EB1652.which have been adjusted to the HARN may be as much as 5 EB1652.decimeters. This will result in a significant loss of accuracy EB1652.over lines crossing such state borders. EB1652 EB1652 EB1652.The horizontal coordinates were established by classical geodetic methods EB1652.and adjusted by the National Geodetic Survey in April 1991. EB1652 EB1652.The orthometric height was determined by differential leveling EB1652.and adjusted by the National Geodetic Survey in June 1991. EB1652 EB1652.The Laplace correction was computed from DEFLEC99 derived deflections. EB1652 EB1652.The geoid height was determined by GEOID03. EB1652 EB1652.The dynamic height is computed by dividing the NAVD 88 EB1652.geopotential number by the normal gravity value computed on the EB1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1652.degrees latitude (g = 980.6199 gals.). EB1652 EB1652.The modeled gravity was interpolated from observed gravity values. EB1652 EB1652; North East Units Scale Factor Converg. EB1652;SPC NC - 93,738.864 601,431.434 MT 0.99993781 -0 03 05.1 EB1652;SPC NC - 307,541.59 1,973,196.30 sFT 0.99993781 -0 03 05.1 EB1652;UTM 17 - 3,829,788.968 675,242.618 MT 0.99997853 +1 05 06.9 EB1652 EB1652! - Elev Factor x Scale Factor = Combined Factor EB1652!SPC NC - 0.99999881 x 0.99993781 = 0.99993662 EB1652!UTM 17 - 0.99999881 x 0.99997853 = 0.99997734 EB1652 EB1652 SUPERSEDED SURVEY CONTROL EB1652 EB1652 NGVD 29 (10/06/93) 41.540 (m) 136.29 (f) ADJUSTED 2 1 EB1652 EB1652.Superseded values are not recommended for survey control. EB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1652.See file dsdata.txt to determine how the superseded data were derived. EB1652 EB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7524329789(NAD 83) EB1652_MARKER: DE = TRAVERSE STATION DISK EB1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1652_SP_SET: CONCRETE POST EB1652_STAMPING: TAYLOR 1977 EB1652_MARK LOGO: NCGS EB1652_PROJECTION: RECESSED 5 CENTIMETERS EB1652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1652+STABILITY: SURFACE MOTION EB1652 EB1652 HISTORY - Date Condition Report By EB1652 HISTORY - 1977 MONUMENTED NCGS EB1652 HISTORY - 1978 GOOD NCGS EB1652 HISTORY - 19951118 GOOD USPSQD EB1652 EB1652 STATION DESCRIPTION EB1652 EB1652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1652'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES WEST-SOUTHWEST OF EB1652'LUMBERTON. EB1652' EB1652'TO REACH STATION FROM US 74 OVERPASS OF I 95 WEST OF LUMBERTON, EB1652'PROCEED EAST ALONG US 74 FOR 0.9 MILE TO SR 2416 ON RIGHT AT STATION EB1652'ON LEFT IN THE MEDIAN AT THE NORTHWEST CORNER OF A CONCRETE DRAIN. EB1652' EB1652'STATION MARK IS A STANDARD DISK STAMPED---TAYLOR 1977---SET IN THE EB1652'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. EB1652'MARK IS 37.2 FEET SOUTHWEST OF CENTERLINE OF WEST BOUND LANES, 34.8 EB1652'FEET NORTHEAST OF CENTERLINE OF EAST BOUND LANES, 2.6 FEET NORTHEAST EB1652'OF THE NORTHWEST CORNER OF DRAIN, 18.0 FEET NORTHWEST OF THE CENTER OF EB1652'A CATCH BASIN GRATE, 29.9 FEET SOUTHEAST OF A METAL DO NOT ENTER SIGN EB1652'AND 126.1 FEET EAST OF THE NORTH END OF A ISLAND ON SR 2416. EB1652 EB1652 STATION RECOVERY (1978) EB1652 EB1652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1652'4.9 MI WSW FROM LUMBERTON. EB1652'0.9 MILE EAST ALONG U.S. 74 FROM THE OVERPASS OF I-95 WEST OF EB1652'LUMBERTON, AT JUNCTION WITH SR 2416 ON LEFT IN MEDIAN AT THE EB1652'NORTHWEST CORNER OF A CONCRETE GUTTER WITH METAL DROP INLET, EB1652'37.2 FEET SOUTHWEST OF CENTERLINE OF WESTBOUND LANES, 34.8 FEET EB1652'NORTHEAST OF CENTERLINE OF EASTBOUND LANES, 2.6 FEET NORTHEAST EB1652'OF NORTHWEST CORNER OF CONCRETE GUTTER, 18.0 FEET NORTHWEST OF EB1652'CENTER OF METAL DROP INLET, 29.9 FEET SOUTHEAST OF--DO NOT ENTER-- EB1652'SIGN AND 126.1 FEET EAST OF NORTH END OF ISLAND IN SR 2416. EB1652 EB1652 STATION RECOVERY (1995) EB1652 EB1652'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1652'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3998 *********************************************************************** EB3998 DESIGNATION - TEE EB3998 PID - EB3998 EB3998 STATE/COUNTY- NC/ROBESON EB3998 USGS QUAD - TARHEEL (1986) EB3998 EB3998 *CURRENT SURVEY CONTROL EB3998 ___________________________________________________________________ EB3998* NAD 83(1986)- 34 39 11.55323(N) 078 50 57.72225(W) ADJUSTED EB3998* NAVD 88 - 43.9 (meters) 144. (feet) VERTCON EB3998 ___________________________________________________________________ EB3998 LAPLACE CORR- -3.23 (seconds) DEFLEC99 EB3998 GEOID HEIGHT- -34.32 (meters) GEOID03 EB3998 EB3998 HORZ ORDER - SECOND EB3998 EB3998.The North Carolina HARNS have been completed but, EB3998.due to contractual restrictions, coordinates for these stations EB3998.will NOT be published in the near future. In the interim, the EB3998.published coordinates in North Carolina will not be EB3998.consistent with the Continuously Operating Reference Stations EB3998.(CORS). The HARN coordinates for these stations are available EB3998.upon request. Contact Gary Thompson(919-733-3836). EB3998. EB3998.In addition, the published North Carolina positions EB3998.(NAD 83 (1986)) are NOT consistent with those determined in EB3998.adjacent state readjustments. The discontinuity between stations EB3998.located in North Carolina and those in adjacent states EB3998.which have been adjusted to the HARN may be as much as 5 EB3998.decimeters. This will result in a significant loss of accuracy EB3998.over lines crossing such state borders. EB3998 EB3998 EB3998.The horizontal coordinates were established by classical geodetic methods EB3998.and adjusted by the National Geodetic Survey in April 1991. EB3998 EB3998.The NAVD 88 height was computed by applying the VERTCON shift value to EB3998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3998 EB3998.The Laplace correction was computed from DEFLEC99 derived deflections. EB3998 EB3998.The geoid height was determined by GEOID03. EB3998 EB3998; North East Units Scale Factor Converg. EB3998;SPC NC - 100,204.836 623,408.951 MT 0.99992677 +0 05 13.0 EB3998;SPC NC - 328,755.37 2,045,300.87 sFT 0.99992677 +0 05 13.0 EB3998;UTM 17 - 3,836,690.220 697,089.655 MT 1.00007880 +1 13 23.7 EB3998 EB3998! - Elev Factor x Scale Factor = Combined Factor EB3998!SPC NC - 0.99999850 x 0.99992677 = 0.99992527 EB3998!UTM 17 - 0.99999850 x 1.00007880 = 1.00007730 EB3998 EB3998 SUPERSEDED SURVEY CONTROL EB3998 EB3998 NGVD 29 (04/22/91) 44.2 (m) 145. (f) VERT ANG EB3998 EB3998.Superseded values are not recommended for survey control. EB3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3998.See file dsdata.txt to determine how the superseded data were derived. EB3998 EB3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9709036690(NAD 83) EB3998_MARKER: DE = TRAVERSE STATION DISK EB3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3998_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3998_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3998+STABILITY: SURFACE MOTION EB3998 EB3998 HISTORY - Date Condition Report By EB3998 HISTORY - 1977 MONUMENTED NCGS EB3998 EB3998 STATION DESCRIPTION EB3998 EB3998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3998'THE STATION IS LOCATED APPROXIMATEY 9.4 MILES EAST-NORTHEAST OF EB3998'LUMBERTON AND 12.8 MILES SOUTHEAST OF SAINT PAULS. EB3998' EB3998'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3998'PROCEED EAST ALONG NC 41 FOR 8.45 MILES TO SR 1966 ON LEFT AND STATION EB3998'IN SHOULDER ON SOUTH SIDE OF INTERSECTION. EB3998' EB3998'STATION MARK IS A STANDARD DISK STAMPED---TEE 1977---SET IN THE TOP EB3998'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3998'THE MARK IS 22.7 FEET SOUTH OF CENTERLINE OF NC 41, 7.0 FEET EAST OF EB3998'THE PROLONGATION OF CENTERLINE OF SR 1966, 16.2 FEET NORTH-NORTHEAST EB3998'OF SIGN POST WITH REFERENCE TAG, 48.2 FEET NORTHEAST OF TELEPHONE POLE EB3998'PEDESTAL 5252 AND 108.5 FEET SOUTHEAST OF RIGHT-OF-WAY MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3999 *********************************************************************** EB3999 DESIGNATION - TENANT EB3999 PID - EB3999 EB3999 STATE/COUNTY- NC/ROBESON EB3999 USGS QUAD - NORTHEAST LUMBERTON (1986) EB3999 EB3999 *CURRENT SURVEY CONTROL EB3999 ___________________________________________________________________ EB3999* NAD 83(1986)- 34 38 59.05082(N) 078 53 03.55752(W) ADJUSTED EB3999* NAVD 88 - 46.3 (meters) 152. (feet) VERTCON EB3999 ___________________________________________________________________ EB3999 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EB3999 GEOID HEIGHT- -34.25 (meters) GEOID03 EB3999 EB3999 HORZ ORDER - SECOND EB3999 EB3999.The North Carolina HARNS have been completed but, EB3999.due to contractual restrictions, coordinates for these stations EB3999.will NOT be published in the near future. In the interim, the EB3999.published coordinates in North Carolina will not be EB3999.consistent with the Continuously Operating Reference Stations EB3999.(CORS). The HARN coordinates for these stations are available EB3999.upon request. Contact Gary Thompson(919-733-3836). EB3999. EB3999.In addition, the published North Carolina positions EB3999.(NAD 83 (1986)) are NOT consistent with those determined in EB3999.adjacent state readjustments. The discontinuity between stations EB3999.located in North Carolina and those in adjacent states EB3999.which have been adjusted to the HARN may be as much as 5 EB3999.decimeters. This will result in a significant loss of accuracy EB3999.over lines crossing such state borders. EB3999 EB3999 EB3999.The horizontal coordinates were established by classical geodetic methods EB3999.and adjusted by the National Geodetic Survey in April 1991. EB3999 EB3999.The NAVD 88 height was computed by applying the VERTCON shift value to EB3999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3999 EB3999.The Laplace correction was computed from DEFLEC99 derived deflections. EB3999 EB3999.The geoid height was determined by GEOID03. EB3999 EB3999; North East Units Scale Factor Converg. EB3999;SPC NC - 99,815.304 620,205.325 MT 0.99992740 +0 04 00.4 EB3999;SPC NC - 327,477.38 2,034,790.30 sFT 0.99992740 +0 04 00.4 EB3999;UTM 17 - 3,836,237.162 693,893.924 MT 1.00006340 +1 12 11.7 EB3999 EB3999! - Elev Factor x Scale Factor = Combined Factor EB3999!SPC NC - 0.99999810 x 0.99992740 = 0.99992550 EB3999!UTM 17 - 0.99999810 x 1.00006340 = 1.00006150 EB3999 EB3999 SUPERSEDED SURVEY CONTROL EB3999 EB3999 NGVD 29 (04/22/91) 46.6 (m) 153. (f) VERT ANG EB3999 EB3999.Superseded values are not recommended for survey control. EB3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3999.See file dsdata.txt to determine how the superseded data were derived. EB3999 EB3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9389436237(NAD 83) EB3999_MARKER: DE = TRAVERSE STATION DISK EB3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3999_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3999_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3999+STABILITY: SURFACE MOTION EB3999 EB3999 HISTORY - Date Condition Report By EB3999 HISTORY - 1977 MONUMENTED NCGS EB3999 EB3999 STATION DESCRIPTION EB3999 EB3999'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3999'THE STATION IS LOCATED APPROXIMATELY 7.4 MILES EAST-NORTHEAST OF EB3999'LUMBERTON AND 11.9 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB3999' EB3999'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB3999'PROCEED EAST ALONG NC 41 FOR 6.4 MILES TO STATION IN LEFT SHOULDER, EB3999'0.15 MILE WEST OF SR 1962 LEADING NORTH. EB3999' EB3999'STATION MARK IS A STANDARD DISK STAMPED---TENANT 1977---SET IN THE EB3999'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3999'SURFACE. THE MARK IS 25.7 FEET NORTH OF CENTERLINE OF NC 41, 32.0 EB3999'FEET SOUTH OF POWER POLE 10514 WITH REFERENCE TAG, 71.5 FEET EB3999'NORTH-NORTHWEST OF LARGEST TELEPHONE POLE PEDESTAL, 110.4 FEET EB3999'NORTHWEST OF A 12 INCH TWIN POPLAR WITH REFERENCE TAG AND 90.2 FEET EB3999'NORTHEAST OF A 24 INCH POPLAR WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB4000. EB4000.In addition, the published North 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 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;SPC NC - 378,115.56 1,942,632.84 sFT 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 = OCTOBER 5, 2005 EB4002 *********************************************************************** EB4002 DESIGNATION - TOB EB4002 PID - EB4002 EB4002 STATE/COUNTY- NC/ROBESON EB4002 USGS QUAD - FAIRMONT (1962) EB4002 EB4002 *CURRENT SURVEY CONTROL EB4002 ___________________________________________________________________ EB4002* NAD 83(1986)- 34 24 15.61057(N) 079 07 25.30951(W) ADJUSTED EB4002* NAVD 88 - 27.4 (meters) 90. (feet) VERTCON EB4002 ___________________________________________________________________ EB4002 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EB4002 GEOID HEIGHT- -33.55 (meters) GEOID03 EB4002 EB4002 HORZ ORDER - SECOND EB4002 EB4002.The North Carolina HARNS have been completed but, EB4002.due to contractual restrictions, coordinates for these stations EB4002.will NOT be published in the near future. In the interim, the EB4002.published coordinates in North Carolina will not be EB4002.consistent with the Continuously Operating Reference Stations EB4002.(CORS). The HARN coordinates for these stations are available EB4002.upon request. Contact Gary Thompson(919-733-3836). EB4002. EB4002.In addition, the published North Carolina positions EB4002.(NAD 83 (1986)) are NOT consistent with those determined in EB4002.adjacent state readjustments. The discontinuity between stations EB4002.located in North Carolina and those in adjacent states EB4002.which have been adjusted to the HARN may be as much as 5 EB4002.decimeters. This will result in a significant loss of accuracy EB4002.over lines crossing such state borders. EB4002 EB4002 EB4002.The horizontal coordinates were established by classical geodetic methods EB4002.and adjusted by the National Geodetic Survey in April 1991. EB4002 EB4002.The NAVD 88 height was computed by applying the VERTCON shift value to EB4002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4002 EB4002.The Laplace correction was computed from DEFLEC99 derived deflections. EB4002 EB4002.The geoid height was determined by GEOID03. EB4002 EB4002; North East Units Scale Factor Converg. EB4002;SPC NC - 72,594.792 598,228.139 MT 0.99998109 -0 04 17.0 EB4002;SPC NC - 238,171.41 1,962,686.82 sFT 0.99998109 -0 04 17.0 EB4002;UTM 17 - 3,808,585.333 672,458.452 MT 0.99996661 +1 03 37.5 EB4002 EB4002! - Elev Factor x Scale Factor = Combined Factor EB4002!SPC NC - 1.00000097 x 0.99998109 = 0.99998206 EB4002!UTM 17 - 1.00000097 x 0.99996661 = 0.99996758 EB4002 EB4002 SUPERSEDED SURVEY CONTROL EB4002 EB4002 NGVD 29 (04/22/91) 27.7 (m) 91. (f) VERT ANG EB4002 EB4002.Superseded values are not recommended for survey control. EB4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4002.See file dsdata.txt to determine how the superseded data were derived. EB4002 EB4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7245808585(NAD 83) EB4002_MARKER: DE = TRAVERSE STATION DISK EB4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4002_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4002_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4002+STABILITY: SURFACE MOTION EB4002 EB4002 HISTORY - Date Condition Report By EB4002 HISTORY - 1977 MONUMENTED NCGS EB4002 EB4002 STATION DESCRIPTION EB4002 EB4002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4002'THE STATION IS LOCATED APPROXIMATELY 6.3 MILES SOUTH OF FAIRMONT AND EB4002'2.4 MILES NORTH OF MARIETTA. EB4002' EB4002'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 904 EAST SOUTH OF EB4002'FAIRMONT, PROCEED NORTH ALONG NC 41 FOR 0.4 TO STATION ON RIGHT BESIDE EB4002'A TOBACCO CURING BARN AT A FIELD ROAD LEADING TO RESIDENCE. EB4002' EB4002'STATION MARK IS A STANDARD DISK STAMPED---TOB 1977---SET IN THE TOP EB4002'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB4002'THE MARK IS 27.0 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 41, 8.5 FEET EB4002'NORTH-NORTHEAST OF CENTERLINE OF FIELD ROAD, 18.5 FEET SOUTHWEST OF A EB4002'20 INCH OAK WITH REFERENCE TAG, 43.7 FEET NORTHWEST OF A 10 INCH PINE EB4002'WITH REFERENCE TAG, 74.7 FEET SOUTHEAST OF LARGEST OF TWO TELEPHONE EB4002'POLE PEDESTAL AND 11.8 FEET WEST OF SHELTER CORNER POST WITH REFERENCE EB4002'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2527 *********************************************************************** EB2527 DESIGNATION - TOBACCO EB2527 PID - EB2527 EB2527 STATE/COUNTY- NC/ROBESON EB2527 USGS QUAD - SAINT PAULS (1986) EB2527 EB2527 *CURRENT SURVEY CONTROL EB2527 ___________________________________________________________________ EB2527* NAD 83(1986)- 34 45 21.47530(N) 078 59 49.42877(W) ADJUSTED EB2527* NAVD 88 - 48.7 (meters) 160. (feet) VERTCON EB2527 ___________________________________________________________________ EB2527 LAPLACE CORR- -5.48 (seconds) DEFLEC99 EB2527 GEOID HEIGHT- -33.74 (meters) GEOID03 EB2527 EB2527 HORZ ORDER - SECOND EB2527 EB2527.The North Carolina HARNS have been completed but, EB2527.due to contractual restrictions, coordinates for these stations EB2527.will NOT be published in the near future. In the interim, the EB2527.published coordinates in North Carolina will not be EB2527.consistent with the Continuously Operating Reference Stations EB2527.(CORS). The HARN coordinates for these stations are available EB2527.upon request. Contact Gary Thompson(919-733-3836). EB2527. EB2527.In addition, the published North Carolina positions EB2527.(NAD 83 (1986)) are NOT consistent with those determined in EB2527.adjacent state readjustments. The discontinuity between stations EB2527.located in North Carolina and those in adjacent states EB2527.which have been adjusted to the HARN may be as much as 5 EB2527.decimeters. This will result in a significant loss of accuracy EB2527.over lines crossing such state borders. EB2527 EB2527 EB2527.The horizontal coordinates were established by classical geodetic methods EB2527.and adjusted by the National Geodetic Survey in July 1986. EB2527 EB2527.The NAVD 88 height was computed by applying the VERTCON shift value to EB2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2527 EB2527.The Laplace correction was computed from DEFLEC99 derived deflections. EB2527 EB2527.The geoid height was determined by GEOID03. EB2527 EB2527; North East Units Scale Factor Converg. EB2527;SPC NC - 111,592.699 609,870.053 MT 0.99990978 +0 00 06.1 EB2527;SPC NC - 366,117.05 2,000,882.00 sFT 0.99990978 +0 00 06.1 EB2527;UTM 17 - 3,847,808.268 683,325.411 MT 1.00001424 +1 08 31.8 EB2527 EB2527! - Elev Factor x Scale Factor = Combined Factor EB2527!SPC NC - 0.99999765 x 0.99990978 = 0.99990743 EB2527!UTM 17 - 0.99999765 x 1.00001424 = 1.00001189 EB2527 EB2527: Primary Azimuth Mark Grid Az EB2527:SPC NC - SHANTY 004 04 04.9 EB2527:UTM 17 - SHANTY 002 55 39.2 EB2527 EB2527|---------------------------------------------------------------------| EB2527| PID Reference Object Distance Geod. Az | EB2527| dddmmss.s | EB2527| EB2528 SHANTY APPROX. 1.6 KM 0040411.0 | EB2527|---------------------------------------------------------------------| EB2527 EB2527 SUPERSEDED SURVEY CONTROL EB2527 EB2527 NAD 27 - 34 45 20.88774(N) 078 59 50.31660(W) AD( ) 2 EB2527 NGVD 29 (07/19/86) 49.0 (m) 161. (f) VERT ANG EB2527 EB2527.Superseded values are not recommended for survey control. EB2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2527.See file dsdata.txt to determine how the superseded data were derived. EB2527 EB2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8332547808(NAD 83) EB2527_MARKER: DE = TRAVERSE STATION DISK EB2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2527_STAMPING: TOBACCO 1969 EB2527_MARK LOGO: NCGS EB2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2527+STABILITY: SURFACE MOTION EB2527 EB2527 HISTORY - Date Condition Report By EB2527 HISTORY - 1969 MONUMENTED NCGS EB2527 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2527 EB2527 STATION DESCRIPTION EB2527 EB2527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2527'TOBACCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2527'THE VICINITY OF ST. PAULS, NORTH CAROLINA. EB2527' EB2527'TOBACCO IS LOCATED APPROXIMATELY 9.3 MILES NORTHWEST OF LUMBERTON AND EB2527'3.8 MILES SOUTHEAST OF ST. PAULS. TO REACH STATION PROCEED FROM THE EB2527'INTERSECTION OF I-95 AND US 301 APPROXIMATELY 6.9 MILES NORTHWEST EB2527'OF LUMBERTON, GO NORTH ON I-95 FOR 2.5 MILES TO STATION ON LEFT, IN EB2527'MEDIAN OF I-95, APPROXIMATELY 500 FEET WEST OF TWO RED TOBACCO EB2527'BARNS, APPROXIMATELY 500 FEET EAST OF TWO GRAY TOBACCO BARNS, AND EB2527'1.0 MILE SOUTH OF SR 1758. EB2527' EB2527'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TOBACCO EB2527'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2527'FLUSH WITH THE SURFACE OF THE GROUND. EB2527' EB2527'MARK IS EB2527' EB2527'35.6 FEET W OF C/L OF I-95 N. BOUND TRAFFIC. EB2527'24.2 FEET E OF C/L OF I-95 S. BOUND TRAFFIC. EB2527'127.0 FEET W OF 12 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2527'134.2 FEET NW OF 14 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2527'155.8 FEET WSW OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2527'296.6 FEET S OF DRAIN CULVERT IN MEDIAN. EB2527 EB2527 STATION RECOVERY (1995) EB2527 EB2527'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2527'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4003 *********************************************************************** EB4003 DESIGNATION - TOMMY EB4003 PID - EB4003 EB4003 STATE/COUNTY- NC/ROBESON EB4003 USGS QUAD - NORTHEAST LUMBERTON (1986) EB4003 EB4003 *CURRENT SURVEY CONTROL EB4003 ___________________________________________________________________ EB4003* NAD 83(1986)- 34 38 37.21132(N) 078 54 05.68979(W) ADJUSTED EB4003* NAVD 88 - 48.2 (meters) 158. (feet) VERTCON EB4003 ___________________________________________________________________ EB4003 LAPLACE CORR- -3.45 (seconds) DEFLEC99 EB4003 GEOID HEIGHT- -34.22 (meters) GEOID03 EB4003 EB4003 HORZ ORDER - SECOND EB4003 EB4003.The North Carolina HARNS have been completed but, EB4003.due to contractual restrictions, coordinates for these stations EB4003.will NOT be published in the near future. In the interim, the EB4003.published coordinates in North Carolina will not be EB4003.consistent with the Continuously Operating Reference Stations EB4003.(CORS). The HARN coordinates for these stations are available EB4003.upon request. Contact Gary Thompson(919-733-3836). EB4003. EB4003.In addition, the published North Carolina positions EB4003.(NAD 83 (1986)) are NOT consistent with those determined in EB4003.adjacent state readjustments. The discontinuity between stations EB4003.located in North Carolina and those in adjacent states EB4003.which have been adjusted to the HARN may be as much as 5 EB4003.decimeters. This will result in a significant loss of accuracy EB4003.over lines crossing such state borders. EB4003 EB4003 EB4003.The horizontal coordinates were established by classical geodetic methods EB4003.and adjusted by the National Geodetic Survey in April 1991. EB4003 EB4003.The NAVD 88 height was computed by applying the VERTCON shift value to EB4003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4003 EB4003.The Laplace correction was computed from DEFLEC99 derived deflections. EB4003 EB4003.The geoid height was determined by GEOID03. EB4003 EB4003; North East Units Scale Factor Converg. EB4003;SPC NC - 99,140.662 618,623.884 MT 0.99992851 +0 03 24.5 EB4003;SPC NC - 325,263.99 2,029,601.86 sFT 0.99992851 +0 03 24.5 EB4003;UTM 17 - 3,835,531.194 692,325.969 MT 1.00005593 +1 11 35.7 EB4003 EB4003! - Elev Factor x Scale Factor = Combined Factor EB4003!SPC NC - 0.99999781 x 0.99992851 = 0.99992632 EB4003!UTM 17 - 0.99999781 x 1.00005593 = 1.00005374 EB4003 EB4003 SUPERSEDED SURVEY CONTROL EB4003 EB4003 NGVD 29 (04/22/91) 48.5 (m) 159. (f) VERT ANG EB4003 EB4003.Superseded values are not recommended for survey control. EB4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4003.See file dsdata.txt to determine how the superseded data were derived. EB4003 EB4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9232635531(NAD 83) EB4003_MARKER: DE = TRAVERSE STATION DISK EB4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4003_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4003_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4003+STABILITY: SURFACE MOTION EB4003 EB4003 HISTORY - Date Condition Report By EB4003 HISTORY - 1977 MONUMENTED NCGS EB4003 EB4003 STATION DESCRIPTION EB4003 EB4003'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4003'THE STATION IS LOCATED APPROXIMATELY 6.3 MILES EAST-NORTHEAST OF EB4003'LUMBERTON AND 12.0 MILES SOUTH-SOUTHEAST OF SAINT PAULS. EB4003' EB4003'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB4003'PROCEED EAST ALONG NC 41 FOR 5.35 MILES TO STATION IN RIGHT SHOULDER EB4003'AT TOMMY THOMPSONS MAILBOX, 0.8 MILE WEST OF SR 1960 LEADING NORTH. EB4003' EB4003'STATION MARK IS A STANDARD DISK STAMPED---TOMMY 1977---SET IN THE EB4003'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB4003'SURFACE. THE MARK IS 21.4 FEET SOUTH OF CENTERLINE OF NC 41, 13.3 FEET EB4003'EAST OF CENTERLINE OF DIRT DRIVEWAY, 17.1 FEET NORTH OF EAST END OF EB4003'CULVERT UNDER DRIVE, 12.9 FEET WEST OF MAILBOX POST, 119.7 FEET EB4003'WEST-NORTHWEST OF TELEPHONE POLE PEDESTAL, 111.9 FEET SOUTH-SOUTHEAST EB4003'OF POWER POLE 10451 WITH REFERENCE TAG AND 140.7 FEET WEST OF EB4003'CENTERLINE OF FIELD ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4004 *********************************************************************** EB4004 DESIGNATION - TON EB4004 PID - EB4004 EB4004 STATE/COUNTY- NC/ROBESON EB4004 USGS QUAD - FAIR BLUFF (1982) EB4004 EB4004 *CURRENT SURVEY CONTROL EB4004 ___________________________________________________________________ EB4004* NAD 83(1986)- 34 18 56.11551(N) 079 02 29.88268(W) ADJUSTED EB4004* NAVD 88 - 20.6 (meters) 68. (feet) VERTCON EB4004 ___________________________________________________________________ EB4004 LAPLACE CORR- -3.59 (seconds) DEFLEC99 EB4004 GEOID HEIGHT- -33.81 (meters) GEOID03 EB4004 EB4004 HORZ ORDER - SECOND EB4004 EB4004.The North Carolina HARNS have been completed but, EB4004.due to contractual restrictions, coordinates for these stations EB4004.will NOT be published in the near future. In the interim, the EB4004.published coordinates in North Carolina will not be EB4004.consistent with the Continuously Operating Reference Stations EB4004.(CORS). The HARN coordinates for these stations are available EB4004.upon request. Contact Gary Thompson(919-733-3836). EB4004. EB4004.In addition, the published North Carolina positions EB4004.(NAD 83 (1986)) are NOT consistent with those determined in EB4004.adjacent state readjustments. The discontinuity between stations EB4004.located in North Carolina and those in adjacent states EB4004.which have been adjusted to the HARN may be as much as 5 EB4004.decimeters. This will result in a significant loss of accuracy EB4004.over lines crossing such state borders. EB4004 EB4004 EB4004.The horizontal coordinates were established by classical geodetic methods EB4004.and adjusted by the National Geodetic Survey in April 1991. EB4004 EB4004.The NAVD 88 height was computed by applying the VERTCON shift value to EB4004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4004 EB4004.The Laplace correction was computed from DEFLEC99 derived deflections. EB4004 EB4004.The geoid height was determined by GEOID03. EB4004 EB4004; North East Units Scale Factor Converg. EB4004;SPC NC - 62,743.792 605,769.128 MT 1.00000496 -0 01 26.5 EB4004;SPC NC - 205,851.92 1,987,427.55 sFT 1.00000496 -0 01 26.5 EB4004;SPC SC - 276,983.270 789,814.861 MT 0.99985712 +1 05 08.6 EB4004;SPC SC - 908,737.76 2,591,256.11 iFT 0.99985712 +1 05 08.6 EB4004;UTM 17 - 3,798,885.072 680,192.190 MT 1.00000024 +1 06 15.6 EB4004 EB4004! - Elev Factor x Scale Factor = Combined Factor EB4004!SPC NC - 1.00000207 x 1.00000496 = 1.00000703 EB4004!SPC SC - 1.00000207 x 0.99985712 = 0.99985919 EB4004!UTM 17 - 1.00000207 x 1.00000024 = 1.00000231 EB4004 EB4004 SUPERSEDED SURVEY CONTROL EB4004 EB4004 NGVD 29 (04/22/91) 20.9 (m) 69. (f) VERT ANG EB4004 EB4004.Superseded values are not recommended for survey control. EB4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4004.See file dsdata.txt to determine how the superseded data were derived. EB4004 EB4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8019298885(NAD 83) EB4004_MARKER: DE = TRAVERSE STATION DISK EB4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4004_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4004_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4004+STABILITY: SURFACE MOTION EB4004 EB4004 HISTORY - Date Condition Report By EB4004 HISTORY - 1977 MONUMENTED NCGS EB4004 EB4004 STATION DESCRIPTION EB4004 EB4004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4004'THE STATION IS LOCATED APPROXIMATELY 5.9 MILES SOUTHEAST OF MARIETTA EB4004'AND 0.6 MILES WEST OF FAIR BLUFF. EB4004' EB4004'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR EB4004'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 0.25 MILE TO STATION IN LEFT EB4004'SHOULDER AT THE SOUTH END OF A BRIDGE OVER A SWAMP STREAM. EB4004' EB4004'STATION MARK IS A STANDARD DISK STAMPED---TON 1977---SET IN THE TOP EB4004'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB4004'THE MARK IS 12.7 FEET SOUTHWEST OF CENTERLINE OF 904, 9.2 FEET EB4004'SOUTHEAST OF SOUTH END OF A BRIDGE RAIL, 27.3 FEET SOUTHWEST OF WEIGHT EB4004'LIMIT SIGN POST WITH REFERENCE TAG AND 27.3 FEET SOUTHWEST OF EB4004'SOUTHEAST CORNER OF NORTHEAST BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4005 *********************************************************************** EB4005 DESIGNATION - TOPPS EB4005 PID - EB4005 EB4005 STATE/COUNTY- NC/ROBESON EB4005 USGS QUAD - JOHNS (1971) EB4005 EB4005 *CURRENT SURVEY CONTROL EB4005 ___________________________________________________________________ EB4005* NAD 83(1986)- 34 38 09.32394(N) 079 25 25.13422(W) ADJUSTED EB4005* NAVD 88 - 48.0 (meters) 157. (feet) VERTCON EB4005 ___________________________________________________________________ EB4005 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB4005 GEOID HEIGHT- -32.55 (meters) GEOID03 EB4005 EB4005 HORZ ORDER - SECOND EB4005 EB4005.The North Carolina HARNS have been completed but, EB4005.due to contractual restrictions, coordinates for these stations EB4005.will NOT be published in the near future. In the interim, the EB4005.published coordinates in North Carolina will not be EB4005.consistent with the Continuously Operating Reference Stations EB4005.(CORS). The HARN coordinates for these stations are available EB4005.upon request. Contact Gary Thompson(919-733-3836). EB4005. EB4005.In addition, the published North Carolina positions EB4005.(NAD 83 (1986)) are NOT consistent with those determined in EB4005.adjacent state readjustments. The discontinuity between stations EB4005.located in North Carolina and those in adjacent states EB4005.which have been adjusted to the HARN may be as much as 5 EB4005.decimeters. This will result in a significant loss of accuracy EB4005.over lines crossing such state borders. EB4005 EB4005 EB4005.The horizontal coordinates were established by classical geodetic methods EB4005.and adjusted by the National Geodetic Survey in April 1991. EB4005 EB4005.The NAVD 88 height was computed by applying the VERTCON shift value to EB4005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4005 EB4005.The Laplace correction was computed from DEFLEC99 derived deflections. EB4005 EB4005.The geoid height was determined by GEOID03. EB4005 EB4005; North East Units Scale Factor Converg. EB4005;SPC NC - 98,359.782 570,759.456 MT 0.99992995 -0 14 40.3 EB4005;SPC NC - 322,702.05 1,872,566.65 sFT 0.99992995 -0 14 40.3 EB4005;SPC SC - 311,909.343 754,121.847 MT 0.99993582 +0 52 26.1 EB4005;SPC SC - 1,023,324.62 2,474,153.04 iFT 0.99993582 +0 52 26.1 EB4005;UTM 17 - 3,833,799.385 644,485.419 MT 0.99985731 +0 53 45.9 EB4005 EB4005! - Elev Factor x Scale Factor = Combined Factor EB4005!SPC NC - 0.99999757 x 0.99992995 = 0.99992752 EB4005!SPC SC - 0.99999757 x 0.99993582 = 0.99993339 EB4005!UTM 17 - 0.99999757 x 0.99985731 = 0.99985488 EB4005 EB4005 SUPERSEDED SURVEY CONTROL EB4005 EB4005 NGVD 29 (04/22/91) 48.3 (m) 158. (f) VERT ANG EB4005 EB4005.Superseded values are not recommended for survey control. EB4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4005.See file dsdata.txt to determine how the superseded data were derived. EB4005 EB4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4448533799(NAD 83) EB4005_MARKER: DE = TRAVERSE STATION DISK EB4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4005_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4005_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4005+STABILITY: SURFACE MOTION EB4005 EB4005 HISTORY - Date Condition Report By EB4005 HISTORY - 1977 MONUMENTED NCGS EB4005 EB4005 STATION DESCRIPTION EB4005 EB4005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4005'THE STATION IS LOCATED APPROXIMATELY 8.1 MILES SOUTH-SOUTHWEST OF EB4005'MAXTON AND 8.9 MILES NORTHWEST OF PLAINVIEW. EB4005' EB4005'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB4005'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 2.6 MILES TO STATION ON EB4005'RIGHT ON 6 FOOT BANK AT THE SOUTHEAST CORNER OF A SMALL CULTIVATED EB4005'FIELD, AND 0.9 MILE SOUTHWEST OF SR 1104 CROSSROAD. EB4005' EB4005'STATION MARK IS A STANDARD DISK STAMPED---TOPPS 1977---SET IN THE EB4005'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB4005'SURFACE. THE MARK IS 37.0 FEET WEST-NORTHWEST OF CENTERLINE OF NC 83, EB4005'26.1 FEET SOUTHWEST OF A 16 INCH TWIN PINE WITH REFERENCE TAG AND 7.4 EB4005'FEET EAST OF A 14 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4006 *********************************************************************** EB4006 DESIGNATION - TORIES EB4006 PID - EB4006 EB4006 STATE/COUNTY- NC/ROBESON EB4006 USGS QUAD - RED SPRINGS (1974) EB4006 EB4006 *CURRENT SURVEY CONTROL EB4006 ___________________________________________________________________ EB4006* NAD 83(1986)- 34 47 41.54881(N) 079 09 28.34110(W) ADJUSTED EB4006* NAVD 88 - 59.929 (meters) 196.62 (feet) ADJUSTED EB4006 ___________________________________________________________________ EB4006 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EB4006 GEOID HEIGHT- -33.09 (meters) GEOID03 EB4006 DYNAMIC HT - 59.874 (meters) 196.44 (feet) COMP EB4006 MODELED GRAV- 979,708.9 (mgal) NAVD 88 EB4006 EB4006 HORZ ORDER - SECOND EB4006 VERT ORDER - SECOND CLASS II EB4006 EB4006.The North Carolina HARNS have been completed but, EB4006.due to contractual restrictions, coordinates for these stations EB4006.will NOT be published in the near future. In the interim, the EB4006.published coordinates in North Carolina will not be EB4006.consistent with the Continuously Operating Reference Stations EB4006.(CORS). The HARN coordinates for these stations are available EB4006.upon request. Contact Gary Thompson(919-733-3836). EB4006. EB4006.In addition, the published North Carolina positions EB4006.(NAD 83 (1986)) are NOT consistent with those determined in EB4006.adjacent state readjustments. The discontinuity between stations EB4006.located in North Carolina and those in adjacent states EB4006.which have been adjusted to the HARN may be as much as 5 EB4006.decimeters. This will result in a significant loss of accuracy EB4006.over lines crossing such state borders. EB4006 EB4006 EB4006.The horizontal coordinates were established by classical geodetic methods EB4006.and adjusted by the National Geodetic Survey in April 1991. EB4006 EB4006.The orthometric height was determined by differential leveling EB4006.and adjusted by the National Geodetic Survey in October 1999. EB4006 EB4006.The Laplace correction was computed from DEFLEC99 derived deflections. EB4006 EB4006.The geoid height was determined by GEOID03. EB4006 EB4006.The dynamic height is computed by dividing the NAVD 88 EB4006.geopotential number by the normal gravity value computed on the EB4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB4006.degrees latitude (g = 980.6199 gals.). EB4006 EB4006.The modeled gravity was interpolated from observed gravity values. EB4006 EB4006; North East Units Scale Factor Converg. EB4006;SPC NC - 115,920.242 595,154.844 MT 0.99990418 -0 05 28.0 EB4006;SPC NC - 380,314.99 1,952,603.85 sFT 0.99990418 -0 05 28.0 EB4006;UTM 17 - 3,851,842.097 668,525.803 MT 0.99995005 +1 03 05.2 EB4006 EB4006! - Elev Factor x Scale Factor = Combined Factor EB4006!SPC NC - 0.99999579 x 0.99990418 = 0.99989997 EB4006!UTM 17 - 0.99999579 x 0.99995005 = 0.99994584 EB4006 EB4006 SUPERSEDED SURVEY CONTROL EB4006 EB4006 NGVD 29 (04/22/91) 60.1 (m) 197. (f) VERT ANG EB4006 EB4006.Superseded values are not recommended for survey control. EB4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4006.See file dsdata.txt to determine how the superseded data were derived. EB4006 EB4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6852651842(NAD 83) EB4006_MARKER: DH = HORIZONTAL CONTROL DISK EB4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4006_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4006_STAMPING: TORIES 1977 EB4006_MARK LOGO: NCGS EB4006_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4006+STABILITY: SURFACE MOTION EB4006 EB4006 HISTORY - Date Condition Report By EB4006 HISTORY - 1977 MONUMENTED NCGS EB4006 HISTORY - 19881228 GOOD NCGS EB4006 EB4006 STATION DESCRIPTION EB4006 EB4006'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4006'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST OF RED EB4006'SPRINGS AND 14.5 MILES NORTHWEST OF LUMBERTON. EB4006' EB4006'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN EB4006'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 2.0 MILES TO SR 1505 EB4006'AND STATION IN RIGHT SHOULDER ON SOUTH SIDE OF CROSSROADS. EB4006' EB4006'STATION MARK IS A STANDARD DISK STAMPED---TORIES 1977---SET IN THE EB4006'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB4006'SURFACE. THE MARK IS 20.6 FEET SOUTHWEST OF CENTERLINE OF NC 211, 58.1 EB4006'FEET SOUTHEAST OF CENTERLINE OF SR 1505, 117.6 FEET SOUTH OF FIRE EB4006'HYDRANT, 33.5 FEET EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX, 76.5 FEET EB4006'SOUTH-SOUTHWEST OF METAL STOP SIGN POST IN ISLAND OPPOSITE STATION EB4006'MARK AND 93.5 FEET WEST-SOUTHWEST OF AN 18 INCH PINE WITH REFERENCE EB4006'TAG. EB4006 EB4006 STATION RECOVERY (1988) EB4006 EB4006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB4006'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF RED SPRINGS AND EB4006'14.5 MI (23.3 KM) NORTHWEST OF LUMBERTON. ALONG NC 211 (FOURTH AVENUE) EB4006'FOR 2.0 MI (3.2 KM) SOUTHEAST FROM MAIN STREET (IN RED SPRINGS), AT SR EB4006'1505, IN RIGHT SHOULDER, ON SOUTH SIDE OF CROSSROADS. MARK IS 1-FOOT EB4006'LOWER THAN ROAD AND RECESSED 10 INCHES BELOW GROUND. LOCATED 20.6 FT EB4006'(6.3 M) SOUTHWEST OF CENTERLINE OF NC 211, 58.1 FT (17.7 M) SOUTHEAST EB4006'OF CENTERLINE OF SR 1505, 117.6 FT (35.8 M) SOUTH OF A FIRE HYDRANT, EB4006'100.0 FT (30.5 M) NORTH OF A TWIN-TRUNK CEDAR--AND 33.2 FT (10.1 M) EB4006'EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX BESIDE A POLE, 93.5 FT EB4006'(28.5 M) WEST-SOUTHWEST OF AN 18-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4007 *********************************************************************** EB4007 DESIGNATION - TOWER EB4007 PID - EB4007 EB4007 STATE/COUNTY- NC/ROBESON EB4007 USGS QUAD - TARHEEL (1986) EB4007 EB4007 *CURRENT SURVEY CONTROL EB4007 ___________________________________________________________________ EB4007* NAD 83(1986)- 34 39 09.37220(N) 078 51 31.05891(W) ADJUSTED EB4007* NAVD 88 - 41.9 (meters) 137. (feet) VERTCON EB4007 ___________________________________________________________________ EB4007 LAPLACE CORR- -3.22 (seconds) DEFLEC99 EB4007 GEOID HEIGHT- -34.30 (meters) GEOID03 EB4007 EB4007 HORZ ORDER - SECOND EB4007 EB4007.The North Carolina HARNS have been completed but, EB4007.due to contractual restrictions, coordinates for these stations EB4007.will NOT be published in the near future. In the interim, the EB4007.published coordinates in North Carolina will not be EB4007.consistent with the Continuously Operating Reference Stations EB4007.(CORS). The HARN coordinates for these stations are available EB4007.upon request. Contact Gary Thompson(919-733-3836). EB4007. EB4007.In addition, the published North Carolina positions EB4007.(NAD 83 (1986)) are NOT consistent with those determined in EB4007.adjacent state readjustments. The discontinuity between stations EB4007.located in North Carolina and those in adjacent states EB4007.which have been adjusted to the HARN may be as much as 5 EB4007.decimeters. This will result in a significant loss of accuracy EB4007.over lines crossing such state borders. EB4007 EB4007 EB4007.The horizontal coordinates were established by classical geodetic methods EB4007.and adjusted by the National Geodetic Survey in April 1991. EB4007 EB4007.The NAVD 88 height was computed by applying the VERTCON shift value to EB4007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4007 EB4007.The Laplace correction was computed from DEFLEC99 derived deflections. EB4007 EB4007.The geoid height was determined by GEOID03. EB4007 EB4007; North East Units Scale Factor Converg. EB4007;SPC NC - 100,136.384 622,560.213 MT 0.99992688 +0 04 53.7 EB4007;SPC NC - 328,530.79 2,042,516.30 sFT 0.99992688 +0 04 53.7 EB4007;UTM 17 - 3,836,604.936 696,242.315 MT 1.00007469 +1 13 04.7 EB4007 EB4007! - Elev Factor x Scale Factor = Combined Factor EB4007!SPC NC - 0.99999881 x 0.99992688 = 0.99992569 EB4007!UTM 17 - 0.99999881 x 1.00007469 = 1.00007350 EB4007 EB4007 SUPERSEDED SURVEY CONTROL EB4007 EB4007 NGVD 29 (04/22/91) 42.2 (m) 138. (f) VERT ANG EB4007 EB4007.Superseded values are not recommended for survey control. EB4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4007.See file dsdata.txt to determine how the superseded data were derived. EB4007 EB4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9624236605(NAD 83) EB4007_MARKER: DE = TRAVERSE STATION DISK EB4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4007_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4007_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4007+STABILITY: SURFACE MOTION EB4007 EB4007 HISTORY - Date Condition Report By EB4007 HISTORY - 1977 MONUMENTED NCGS EB4007 EB4007 STATION DESCRIPTION EB4007 EB4007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4007'THE STATION IS LOCATED APPROXIMATELY 8.8 MILES EAST-NORTHEAST OF EB4007'LUMBERTON AND 12.5 MILES SOUTHEAST OF SAINT PAULS. EB4007' EB4007'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB4007'PROCEED EAST ALONG NC 41 FOR 7.95 MILES TO STATION ON RIGHT AT THE EB4007'NORTHEAST CORNER OF EAST ROBESON LOOKOUT TOWER GROUNDS AND 0.2 MILE EB4007'EAST OF SR 2100 LEADING SOUTH. EB4007' EB4007'STATION MARK IS A STANDARD DISK STAMPED---TOWER 1977---SET IN THE TOP EB4007'OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EB4007'THE MARK IS 54.3 FEET SOUTH OF CENTERLINE OF NC 41, 110.1 FEET EB4007'NORTHEAST OF NORTHEAST LEG OF LOOKOUT TOWER, 16.7 FEET WEST OF THE EB4007'WESTERNMOST OF TWO TELEPHONE POLE PEDESTALS, 8.6 FEET NORTH OF A 14 IN EB4007'PINE WITH REFERENCE TAG, 31.9 FEET NORTH-NORTHWEST OF A 14 INCH OAK EB4007'WITH REFERENCE TAG AND 58.3 FEET EAST OF A 10 INCH OAK WITH REFERENCE EB4007'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1628 *********************************************************************** EB1628 DESIGNATION - TRACK EB1628 PID - EB1628 EB1628 STATE/COUNTY- NC/ROBESON EB1628 USGS QUAD - MAXTON (1982) EB1628 EB1628 *CURRENT SURVEY CONTROL EB1628 ___________________________________________________________________ EB1628* NAD 83(1986)- 34 43 53.17856(N) 079 19 56.60039(W) ADJUSTED EB1628* NAVD 88 - 59.688 (meters) 195.83 (feet) ADJUSTED EB1628 ___________________________________________________________________ EB1628 LAPLACE CORR- -3.78 (seconds) DEFLEC99 EB1628 GEOID HEIGHT- -32.72 (meters) GEOID03 EB1628 DYNAMIC HT - 59.632 (meters) 195.64 (feet) COMP EB1628 MODELED GRAV- 979,692.2 (mgal) NAVD 88 EB1628 EB1628 HORZ ORDER - SECOND EB1628 VERT ORDER - SECOND CLASS II EB1628 EB1628.The North Carolina HARNS have been completed but, EB1628.due to contractual restrictions, coordinates for these stations EB1628.will NOT be published in the near future. In the interim, the EB1628.published coordinates in North Carolina will not be EB1628.consistent with the Continuously Operating Reference Stations EB1628.(CORS). The HARN coordinates for these stations are available EB1628.upon request. Contact Gary Thompson(919-733-3836). EB1628. EB1628.In addition, the published North Carolina positions EB1628.(NAD 83 (1986)) are NOT consistent with those determined in EB1628.adjacent state readjustments. The discontinuity between stations EB1628.located in North Carolina and those in adjacent states EB1628.which have been adjusted to the HARN may be as much as 5 EB1628.decimeters. This will result in a significant loss of accuracy EB1628.over lines crossing such state borders. EB1628 EB1628 EB1628.The horizontal coordinates were established by classical geodetic methods EB1628.and adjusted by the National Geodetic Survey in April 1991. EB1628 EB1628.The orthometric height was determined by differential leveling EB1628.and adjusted by the National Geodetic Survey in June 2001. EB1628 EB1628.The Laplace correction was computed from DEFLEC99 derived deflections. EB1628 EB1628.The geoid height was determined by GEOID03. EB1628 EB1628.The dynamic height is computed by dividing the NAVD 88 EB1628.geopotential number by the normal gravity value computed on the EB1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1628.degrees latitude (g = 980.6199 gals.). EB1628 EB1628.The modeled gravity was interpolated from observed gravity values. EB1628 EB1628; North East Units Scale Factor Converg. EB1628;SPC NC - 108,922.985 579,161.920 MT 0.99991355 -0 11 30.6 EB1628;SPC NC - 357,358.16 1,900,133.73 sFT 0.99991355 -0 11 30.6 EB1628;UTM 17 - 3,844,527.331 652,675.404 MT 0.99988730 +0 57 01.0 EB1628 EB1628! - Elev Factor x Scale Factor = Combined Factor EB1628!SPC NC - 0.99999577 x 0.99991355 = 0.99990932 EB1628!UTM 17 - 0.99999577 x 0.99988730 = 0.99988307 EB1628 EB1628 SUPERSEDED SURVEY CONTROL EB1628 EB1628 NAVD 88 (06/15/91) 59.715 (m) 195.91 (f) UNKNOWN 2 1 EB1628 NGVD 29 (10/06/93) 59.998 (m) 196.84 (f) ADJUSTED 2 1 EB1628 EB1628.Superseded values are not recommended for survey control. EB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1628.See file dsdata.txt to determine how the superseded data were derived. EB1628 EB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5267544527(NAD 83) EB1628_MARKER: DE = TRAVERSE STATION DISK EB1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1628_SP_SET: CONCRETE POST EB1628_STAMPING: TRACK 1977 EB1628_MARK LOGO: NCGS EB1628_PROJECTION: RECESSED 5 CENTIMETERS EB1628_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1628+STABILITY: SURFACE MOTION EB1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1628+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001 EB1628 EB1628 HISTORY - Date Condition Report By EB1628 HISTORY - 1977 MONUMENTED NCGS EB1628 HISTORY - 1978 GOOD NCGS EB1628 HISTORY - 20010228 GOOD NCGS EB1628 EB1628 STATION DESCRIPTION EB1628 EB1628'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1628'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES EAST-SOUTHEAST OF EB1628'MAXTON AND 1.3 MILES WEST-SOUTHWEST OF ALMA. EB1628' EB1628'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN EB1628'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.2 MILES TO Y INTERSECTION EB1628'WITH SR 1302, THENCE NORTHWEST ALONG SR 1302 FOR 0.3 MILE TO SCL EB1628'RAILROAD AND STATION ON SOUTHWEST SIDE OF CROSSING. EB1628' EB1628'STATION MARK IS A STANDARD DISK STAMPED---TRACK 1977---SET IN THE EB1628'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB1628'SURFACE. THE MARK IS 22.5 FEET WEST OF CENTERLINE OF SR 1302, 19.8 EB1628'FEET SOUTHWEST OF SOUTH RAIL OF TRACKS, 23.8 FEET SOUTHWEST OF CENTER EB1628'OF CROSSING, 84.6 FEET SOUTH OF CROSSING SIGN POST WITH REFERENCE TAG, EB1628'50.4 FEET WEST-NORTHWEST OF CROSSING SIGN POST WITH REFERENCE TAG AND EB1628'109.0 FEET NORTHWEST OF TELEPHONE POLE PEDESTAL. EB1628 EB1628 STATION RECOVERY (1978) EB1628 EB1628'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1628'1.0 MI ESE FROM MAXTON. EB1628'1.2 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON, EB1628'THENCE NORTHWEST ALONG SR 1302 FOR 0.3 MILE TO SEABOARD COAST LINE EB1628'RAILROAD, ON SOUTHWEST SIDE OF CROSSING, 22.5 FEET WEST OF EB1628'CENTERLINE OF SR 1302, 19.8 FEET SOUTHWEST OF SOUTH RAIL OF TRACKS, EB1628'23.8 FEET SOUTHWEST OF CENTER OF CROSSING, 50.4 FEET WEST OF CROSSING EB1628'SIGN POST WITH REFERENCE TAG, 84.6 FEET SOUTH OF CROSSSNG SIGN EB1628'POST WITH REFERENCE TAG AND 109.0 FEET NORTHWEST OF TELEPHONE EB1628'PEDESTAL. EB1628 EB1628 STATION RECOVERY (2001) EB1628 EB1628'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 EB1628'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4008 *********************************************************************** EB4008 DESIGNATION - TROWL EB4008 PID - EB4008 EB4008 STATE/COUNTY- NC/ROBESON EB4008 USGS QUAD - TARHEEL (1986) EB4008 EB4008 *CURRENT SURVEY CONTROL EB4008 ___________________________________________________________________ EB4008* NAD 83(1986)- 34 38 51.40770(N) 078 50 02.20018(W) ADJUSTED EB4008* NAVD 88 - 33.0 (meters) 108. (feet) VERTCON EB4008 ___________________________________________________________________ EB4008 LAPLACE CORR- -2.93 (seconds) DEFLEC99 EB4008 GEOID HEIGHT- -34.35 (meters) GEOID03 EB4008 EB4008 HORZ ORDER - SECOND EB4008 EB4008.The North Carolina HARNS have been completed but, EB4008.due to contractual restrictions, coordinates for these stations EB4008.will NOT be published in the near future. In the interim, the EB4008.published coordinates in North Carolina will not be EB4008.consistent with the Continuously Operating Reference Stations EB4008.(CORS). The HARN coordinates for these stations are available EB4008.upon request. Contact Gary Thompson(919-733-3836). EB4008. EB4008.In addition, the published North Carolina positions EB4008.(NAD 83 (1986)) are NOT consistent with those determined in EB4008.adjacent state readjustments. The discontinuity between stations EB4008.located in North Carolina and those in adjacent states EB4008.which have been adjusted to the HARN may be as much as 5 EB4008.decimeters. This will result in a significant loss of accuracy EB4008.over lines crossing such state borders. EB4008 EB4008 EB4008.The horizontal coordinates were established by classical geodetic methods EB4008.and adjusted by the National Geodetic Survey in April 1991. EB4008 EB4008.The NAVD 88 height was computed by applying the VERTCON shift value to EB4008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4008 EB4008.The Laplace correction was computed from DEFLEC99 derived deflections. EB4008 EB4008.The geoid height was determined by GEOID03. EB4008 EB4008; North East Units Scale Factor Converg. EB4008;SPC NC - 99,586.351 624,823.717 MT 0.99992779 +0 05 45.0 EB4008;SPC NC - 326,726.22 2,049,942.48 sFT 0.99992779 +0 05 45.0 EB4008;UTM 17 - 3,836,099.818 698,516.627 MT 1.00008576 +1 13 54.7 EB4008 EB4008! - Elev Factor x Scale Factor = Combined Factor EB4008!SPC NC - 1.00000022 x 0.99992779 = 0.99992801 EB4008!UTM 17 - 1.00000022 x 1.00008576 = 1.00008598 EB4008 EB4008 SUPERSEDED SURVEY CONTROL EB4008 EB4008 NGVD 29 (04/22/91) 33.3 (m) 109. (f) VERT ANG EB4008 EB4008.Superseded values are not recommended for survey control. EB4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4008.See file dsdata.txt to determine how the superseded data were derived. EB4008 EB4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9851736100(NAD 83) EB4008_MARKER: DE = TRAVERSE STATION DISK EB4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4008_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4008_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4008+STABILITY: SURFACE MOTION EB4008 EB4008 HISTORY - Date Condition Report By EB4008 HISTORY - 1977 MONUMENTED NCGS EB4008 EB4008 STATION DESCRIPTION EB4008 EB4008'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4008'THE STATION IS LOCATED APPROXIMATELY 10.1 MILES EAST-NORTHEAST OF EB4008'LUMBERTON AND 13.6 MILES SOUTHEAST OF SAINT PAULS. EB4008' EB4008'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB4008'PROCEED EAST ALONG NC 41 FOR 9.45 MILES TO STATION ON RIGHT AT A EB4008'ENTRANCE TO BIG SWAMP CREEK, APPROXIMATELY 250 FEET WEST OF WEST END EB4008'OF BRIDGE OVER BIG SWAMP AND 0.9 MILE WEST OF THE ROBESON-BLADEN EB4008'COUNTY LINE. EB4008' EB4008'STATION MARK IS A STANDARD DISK STAMPED---TROWL 1977---SET IN THE EB4008'TOP OF A CONCRETE POST. THE MARK IS 61.3 FEET SOUTHWEST OF CENTERLINE EB4008'OF NC 41, 14.1 FEET NORTH OF A 12 INCH MAPLE WITH REFERENCE TAG, 12.2 EB4008'FEET NORTHEAST OF A 14 INCH GUM WITH REFERENCE TAG, 59.4 FEET EB4008'NORTHWEST OF A 10 INCH POSTED SIGN POST WITH REFERENCE TAG AND 70.7 EB4008'FEET WEST OF WEST END GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1672 *********************************************************************** EB1672 DESIGNATION - TRUCK EB1672 PID - EB1672 EB1672 STATE/COUNTY- NC/ROBESON EB1672 USGS QUAD - EVERGREEN (1986) EB1672 EB1672 *CURRENT SURVEY CONTROL EB1672 ___________________________________________________________________ EB1672* NAD 83(1986)- 34 28 06.29710(N) 078 58 49.97797(W) ADJUSTED EB1672* NAVD 88 - 25.962 (meters) 85.18 (feet) ADJUSTED EB1672 ___________________________________________________________________ EB1672 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB1672 GEOID HEIGHT- -33.95 (meters) GEOID03 EB1672 DYNAMIC HT - 25.936 (meters) 85.09 (feet) COMP EB1672 MODELED GRAV- 979,666.6 (mgal) NAVD 88 EB1672 EB1672 HORZ ORDER - SECOND EB1672 VERT ORDER - SECOND CLASS I EB1672 EB1672.The North Carolina HARNS have been completed but, EB1672.due to contractual restrictions, coordinates for these stations EB1672.will NOT be published in the near future. In the interim, the EB1672.published coordinates in North Carolina will not be EB1672.consistent with the Continuously Operating Reference Stations EB1672.(CORS). The HARN coordinates for these stations are available EB1672.upon request. Contact Gary Thompson(919-733-3836). EB1672. EB1672.In addition, the published North Carolina positions EB1672.(NAD 83 (1986)) are NOT consistent with those determined in EB1672.adjacent state readjustments. The discontinuity between stations EB1672.located in North Carolina and those in adjacent states EB1672.which have been adjusted to the HARN may be as much as 5 EB1672.decimeters. This will result in a significant loss of accuracy EB1672.over lines crossing such state borders. EB1672 EB1672 EB1672.The horizontal coordinates were established by classical geodetic methods EB1672.and adjusted by the National Geodetic Survey in April 1991. EB1672 EB1672.The orthometric height was determined by differential leveling EB1672.and adjusted by the National Geodetic Survey in June 1991. EB1672 EB1672.The Laplace correction was computed from DEFLEC99 derived deflections. EB1672 EB1672.The geoid height was determined by GEOID03. EB1672 EB1672.The dynamic height is computed by dividing the NAVD 88 EB1672.geopotential number by the normal gravity value computed on the EB1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1672.degrees latitude (g = 980.6199 gals.). EB1672 EB1672.The modeled gravity was interpolated from observed gravity values. EB1672 EB1672; North East Units Scale Factor Converg. EB1672;SPC NC - 79,696.058 611,388.171 MT 0.99996533 +0 00 40.4 EB1672;SPC NC - 261,469.48 2,005,862.69 sFT 0.99996533 +0 00 40.4 EB1672;UTM 17 - 3,815,945.338 685,475.922 MT 1.00002405 +1 08 35.7 EB1672 EB1672! - Elev Factor x Scale Factor = Combined Factor EB1672!SPC NC - 1.00000125 x 0.99996533 = 0.99996658 EB1672!UTM 17 - 1.00000125 x 1.00002405 = 1.00002530 EB1672 EB1672 SUPERSEDED SURVEY CONTROL EB1672 EB1672 NGVD 29 (10/06/93) 26.237 (m) 86.08 (f) ADJUSTED 2 1 EB1672 EB1672.Superseded values are not recommended for survey control. EB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1672.See file dsdata.txt to determine how the superseded data were derived. EB1672 EB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8547615945(NAD 83) EB1672_MARKER: DE = TRAVERSE STATION DISK EB1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1672_SP_SET: CONCRETE POST EB1672_STAMPING: TRUCK 1977 EB1672_MARK LOGO: NCGS EB1672_PROJECTION: RECESSED 13 CENTIMETERS EB1672_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1672+STABILITY: SURFACE MOTION EB1672 EB1672 HISTORY - Date Condition Report By EB1672 HISTORY - 1977 MONUMENTED NCGS EB1672 HISTORY - 1978 GOOD NCGS EB1672 HISTORY - 19950808 GOOD USPSQD EB1672 EB1672 STATION DESCRIPTION EB1672 EB1672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1672'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES EAST OF ORRUM AND 10.5 EB1672'MILES SOUTH OF LUMBERTON. EB1672' EB1672'TO REACH THE STATION FROM INTERSECTION OF US 74 WITH NC 130 EAST OF EB1672'ORRUM, PROCEED NORTHWEST ALONG US 74 FOR 1.25 MILES TO STATION IN LEFT EB1672'SHOULDER BESIDE SPEED LIMIT SIGN AT A CULVERT HEADWALL AND 0.95 MILE EB1672'SOUTHEAST OF SR 2225 CROSSROAD. EB1672' EB1672'STATION MARK IS A STANDARD DISK STAMPED---TRUCK 1977---SET IN THE TOP EB1672'OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW GROUND SURFACE. THE EB1672'MARK IS 27.2 FEET SOUTHWEST OF CENTERLINE OF US 74, 2.7 FEET SOUTHWEST EB1672'OF SIGN POST WITH REFERENCE TAG, 73.5 FEET NORTH OF WEST END OF 42 EB1672'INCH CULVERT, 57.2 FEET EAST OF 14 INCH BIRCH WITH REFERENCE TAG, 70.8 EB1672'FEET EAST-SOUTHEAST OF 12 INCH BIRCH WITH REFERENCE TAG AND 52.4 FEET EB1672'NORTHEAST OF 8 INCH GUM WITH REFERENCE TAG. EB1672 EB1672 STATION RECOVERY (1978) EB1672 EB1672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1672'1.8 MI EAST FROM ORRUM. EB1672'LOCATED APPROXIMATELY 10.7 MILES SOUTH OF LUMBERTON, 1.25 MILES EB1672'NORTHWESTERLY ALONG U.S. 74 FROM JUNCTION WITH N.C. 130 NEAR EB1672'ORRUM, IN SOUTHWEST SHOULDER OF HIGHWAY BESIDE SPEED LIMIT SIGN, EB1672'AT A CULVERT HEADWALL, 0.95 MILE SOUTHEAST OF SR 2225 CROSSROAD, EB1672'27.2 FEET SOUTHWEST OF CENTERLINE OF U.S. 74, 52.4 FEET NORTHEAST EB1672'OF 8 INCH GUM WITH REFERENCE TAG, 57.2 FEET EAST OF 14 INCH BIRCH EB1672'WITH REFERENCE TAG, 70.8 FEET EAST-SOUTHEAST OF 12 INCH BIRCH EB1672'WITH REFERENCE TAG, 73.5 FEET NORTH OF WEST END OF 42 INCH EB1672'CULVERT AND 2.7 FEET SOUTHWEST OF SIGN POST WITH REFERENCE TAG. EB1672 EB1672 STATION RECOVERY (1995) EB1672 EB1672'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1672'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2605 *********************************************************************** EB2605 DESIGNATION - TURNERS EB2605 PID - EB2605 EB2605 STATE/COUNTY- NC/ROBESON EB2605 USGS QUAD - MC DONALD (1972) EB2605 EB2605 *CURRENT SURVEY CONTROL EB2605 ___________________________________________________________________ EB2605* NAD 83(1986)- 34 30 07.80819(N) 079 07 45.34992(W) ADJUSTED EB2605* NAVD 88 - 42.34 (+/-2cm) 138.9 (feet) VERTCON EB2605 ___________________________________________________________________ EB2605 LAPLACE CORR- -5.18 (seconds) DEFLEC99 EB2605 GEOID HEIGHT- -33.55 (meters) GEOID03 EB2605 EB2605 HORZ ORDER - SECOND EB2605 VERT ORDER - THIRD ? (See Below) EB2605 EB2605.The North Carolina HARNS have been completed but, EB2605.due to contractual restrictions, coordinates for these stations EB2605.will NOT be published in the near future. In the interim, the EB2605.published coordinates in North Carolina will not be EB2605.consistent with the Continuously Operating Reference Stations EB2605.(CORS). The HARN coordinates for these stations are available EB2605.upon request. Contact Gary Thompson(919-733-3836). EB2605. EB2605.In addition, the published North Carolina positions EB2605.(NAD 83 (1986)) are NOT consistent with those determined in EB2605.adjacent state readjustments. The discontinuity between stations EB2605.located in North Carolina and those in adjacent states EB2605.which have been adjusted to the HARN may be as much as 5 EB2605.decimeters. This will result in a significant loss of accuracy EB2605.over lines crossing such state borders. EB2605 EB2605 EB2605.The horizontal coordinates were established by classical geodetic methods EB2605.and adjusted by the National Geodetic Survey in July 1986. EB2605 EB2605.The NAVD 88 height was computed by applying the VERTCON shift value to EB2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2605.The vertical order pertains to the NGVD 29 superseded value. EB2605 EB2605.The Laplace correction was computed from DEFLEC99 derived deflections. EB2605 EB2605.The geoid height was determined by GEOID03. EB2605 EB2605; North East Units Scale Factor Converg. EB2605;SPC NC - 83,447.736 597,730.444 MT 0.99995752 -0 04 28.6 EB2605;SPC NC - 273,778.11 1,961,053.97 sFT 0.99995752 -0 04 28.6 EB2605;SPC SC - 297,525.375 781,377.213 MT 0.99989914 +1 02 13.7 EB2605;SPC SC - 976,133.12 2,563,573.53 iFT 0.99989914 +1 02 13.7 EB2605;UTM 17 - 3,819,426.269 671,746.226 MT 0.99996358 +1 03 35.7 EB2605 EB2605! - Elev Factor x Scale Factor = Combined Factor EB2605!SPC NC - 0.99999862 x 0.99995752 = 0.99995614 EB2605!SPC SC - 0.99999862 x 0.99989914 = 0.99989776 EB2605!UTM 17 - 0.99999862 x 0.99996358 = 0.99996220 EB2605 EB2605: Primary Azimuth Mark Grid Az EB2605:SPC NC - BEN 235 35 50.7 EB2605:SPC SC - BEN 234 29 08.4 EB2605:UTM 17 - BEN 234 27 46.4 EB2605 EB2605|---------------------------------------------------------------------| EB2605| PID Reference Object Distance Geod. Az | EB2605| dddmmss.s | EB2605| EB2691 BEN APPROX. 0.7 KM 2353122.1 | EB2605|---------------------------------------------------------------------| EB2605 EB2605 SUPERSEDED SURVEY CONTROL EB2605 EB2605 NAD 27 - 34 30 07.22200(N) 079 07 46.22078(W) AD( ) 2 EB2605 NGVD 29 (07/19/86) 42.64 (m) 139.9 (f) LEVELING 3 EB2605 EB2605.Superseded values are not recommended for survey control. EB2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2605.See file dsdata.txt to determine how the superseded data were derived. EB2605 EB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7174619426(NAD 83) EB2605_MARKER: DE = TRAVERSE STATION DISK EB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2605_STAMPING: TURNERS 1966 EB2605_MARK LOGO: NCGS EB2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2605+STABILITY: SURFACE MOTION EB2605 EB2605 HISTORY - Date Condition Report By EB2605 HISTORY - 1966 MONUMENTED NCGS EB2605 EB2605 STATION DESCRIPTION EB2605 EB2605'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2605'TURNERS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2605'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2605' EB2605'TURNERS IS WEST OF INTERSECTION OF NC 130 AND NC 41 IN EB2605'FAIRMONT AND 1.8 MILES NORTHEAST OF INTERSECTION OF NC 130 EB2605'BYPASS. TO REACH STATION PROCEED FROM INTERSECTION OF NC 130 EB2605'AND NC 41 IN FAIRMONT WEST ALONG NC 130 FOR 1.05 MILES TO THE EB2605'INTERSECTION OF SR 2435 AND NC 130. STATION IS IN THE Y OF THE EB2605'INTERSECTION. EB2605' EB2605'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2605'TURNERS 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2605'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2605' EB2605'MARK IS EB2605' EB2605'29.5 FT S OF INTERSECTION OF SR 2433 AND 2435 EB2605' EB2605'21.3 FT N OF TP 396 WITH ALUMINUM REF. TAG EB2605' EB2605'60.4 FT W OF PP WITH ALUMINUM REF. TAG EB2605' EB2605'22.7 FT E OF STOP SIGN WITH ALUMINUM REF. TAG EB2605' EB2605'18.4 FT SW OF C/L OF SR 2435 EB2605' EB2605'27.5 FT SE OF C/L OF SR 2433 EB2605' EB2605'91.9 FT WNW OF 2 FT X 2 FT BRICK POST AT NORTHWEST CORNER OF EB2605'SERVICE STATION 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4011 *********************************************************************** EB4011 DESIGNATION - TWIN EB4011 PID - EB4011 EB4011 STATE/COUNTY- NC/ROBESON EB4011 USGS QUAD - FAIRMONT (1962) EB4011 EB4011 *CURRENT SURVEY CONTROL EB4011 ___________________________________________________________________ EB4011* NAD 83(1986)- 34 25 30.67555(N) 079 07 02.43828(W) ADJUSTED EB4011* NAVD 88 - 30.8 (meters) 101. (feet) VERTCON EB4011 ___________________________________________________________________ EB4011 LAPLACE CORR- -4.47 (seconds) DEFLEC99 EB4011 GEOID HEIGHT- -33.56 (meters) GEOID03 EB4011 EB4011 HORZ ORDER - SECOND EB4011 EB4011.The North Carolina HARNS have been completed but, EB4011.due to contractual restrictions, coordinates for these stations EB4011.will NOT be published in the near future. In the interim, the EB4011.published coordinates in North Carolina will not be EB4011.consistent with the Continuously Operating Reference Stations EB4011.(CORS). The HARN coordinates for these stations are available EB4011.upon request. Contact Gary Thompson(919-733-3836). EB4011. EB4011.In addition, the published North Carolina positions EB4011.(NAD 83 (1986)) are NOT consistent with those determined in EB4011.adjacent state readjustments. The discontinuity between stations EB4011.located in North Carolina and those in adjacent states EB4011.which have been adjusted to the HARN may be as much as 5 EB4011.decimeters. This will result in a significant loss of accuracy EB4011.over lines crossing such state borders. EB4011 EB4011 EB4011.The horizontal coordinates were established by classical geodetic methods EB4011.and adjusted by the National Geodetic Survey in April 1991. EB4011 EB4011.The NAVD 88 height was computed by applying the VERTCON shift value to EB4011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4011 EB4011.The Laplace correction was computed from DEFLEC99 derived deflections. EB4011 EB4011.The geoid height was determined by GEOID03. EB4011 EB4011; North East Units Scale Factor Converg. EB4011;SPC NC - 74,907.073 598,814.998 MT 0.99997583 -0 04 03.8 EB4011;SPC NC - 245,757.62 1,964,612.21 sFT 0.99997583 -0 04 03.8 EB4011;UTM 17 - 3,810,908.733 672,999.506 MT 0.99996892 +1 03 52.5 EB4011 EB4011! - Elev Factor x Scale Factor = Combined Factor EB4011!SPC NC - 1.00000044 x 0.99997583 = 0.99997627 EB4011!UTM 17 - 1.00000044 x 0.99996892 = 0.99996936 EB4011 EB4011 SUPERSEDED SURVEY CONTROL EB4011 EB4011 NGVD 29 (04/22/91) 31.1 (m) 102. (f) VERT ANG EB4011 EB4011.Superseded values are not recommended for survey control. EB4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4011.See file dsdata.txt to determine how the superseded data were derived. EB4011 EB4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7300010909(NAD 83) EB4011_MARKER: DE = TRAVERSE STATION DISK EB4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4011_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4011_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4011+STABILITY: SURFACE MOTION EB4011 EB4011 HISTORY - Date Condition Report By EB4011 HISTORY - 1977 MONUMENTED NCGS EB4011 EB4011 STATION DESCRIPTION EB4011 EB4011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4011'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES SOUTH OF FAIRMONT AND EB4011'3.8 MILES NORTH OF MARIETTA. EB4011' EB4011'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 904 EAST OF EB4011'FAIRMONT, PROCEED NORTH ALONG NC 41 FOR 1.9 MILE TO STATION IN LEFT EB4011'SHOULDER ACROSS HIGHWAY FROM AND ON PROLONGATION OF THE SOUTH SIDE OF EB4011'A OLD FRAME RESIDENCE, 0.2 MILE SOUTH OF T INTERSECTION WITH SR 2262 EB4011'EAST. EB4011' EB4011'STATION MARK IS A STANDARD DISK STAMPED---TWIN 1977---SET IN THE TOP EB4011'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB4011'THE MARK IS 21.2 FEET WEST-NORTHWEST OF CENTERLINE OF NC 41, 101.9 EB4011'FEET WEST-SOUTHWEST OF POWER POLE 2761 WITH TRANSFORMER AND REFERENCE EB4011'TAG, 142.2 FEET WEST OF A 46 INCH WALNUT WITH A REFERENCE TAG, 100.4 EB4011'FEET NORTHWEST OF A 24 INCH PECAN WITH REFERENCE TAG AND 74.2 FEET EB4011'SOUTH OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4014 *********************************************************************** EB4014 DESIGNATION - UPPER EB4014 PID - EB4014 EB4014 STATE/COUNTY- NC/ROBESON EB4014 USGS QUAD - MAXTON (1982) EB4014 EB4014 *CURRENT SURVEY CONTROL EB4014 ___________________________________________________________________ EB4014* NAD 83(1986)- 34 41 09.24569(N) 079 22 07.15525(W) ADJUSTED EB4014* NAVD 88 - 56.0 (meters) 184. (feet) VERTCON EB4014 ___________________________________________________________________ EB4014 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB4014 GEOID HEIGHT- -32.64 (meters) GEOID03 EB4014 EB4014 HORZ ORDER - SECOND EB4014 EB4014.The North Carolina HARNS have been completed but, EB4014.due to contractual restrictions, coordinates for these stations EB4014.will NOT be published in the near future. In the interim, the EB4014.published coordinates in North Carolina will not be EB4014.consistent with the Continuously Operating Reference Stations EB4014.(CORS). The HARN coordinates for these stations are available EB4014.upon request. Contact Gary Thompson(919-733-3836). EB4014. EB4014.In addition, the published North Carolina positions EB4014.(NAD 83 (1986)) are NOT consistent with those determined in EB4014.adjacent state readjustments. The discontinuity between stations EB4014.located in North Carolina and those in adjacent states EB4014.which have been adjusted to the HARN may be as much as 5 EB4014.decimeters. This will result in a significant loss of accuracy EB4014.over lines crossing such state borders. EB4014 EB4014 EB4014.The horizontal coordinates were established by classical geodetic methods EB4014.and adjusted by the National Geodetic Survey in April 1991. EB4014 EB4014.The NAVD 88 height was computed by applying the VERTCON shift value to EB4014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4014 EB4014.The Laplace correction was computed from DEFLEC99 derived deflections. EB4014 EB4014.The geoid height was determined by GEOID03. EB4014 EB4014; North East Units Scale Factor Converg. EB4014;SPC NC - 103,883.517 575,822.102 MT 0.99992102 -0 12 46.0 EB4014;SPC NC - 340,824.51 1,889,176.35 sFT 0.99992102 -0 12 46.0 EB4014;UTM 17 - 3,839,422.499 649,436.778 MT 0.99987525 +0 55 42.7 EB4014 EB4014! - Elev Factor x Scale Factor = Combined Factor EB4014!SPC NC - 0.99999634 x 0.99992102 = 0.99991736 EB4014!UTM 17 - 0.99999634 x 0.99987525 = 0.99987159 EB4014 EB4014 SUPERSEDED SURVEY CONTROL EB4014 EB4014 NGVD 29 (04/22/91) 56.2 (m) 184. (f) VERT ANG EB4014 EB4014.Superseded values are not recommended for survey control. EB4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4014.See file dsdata.txt to determine how the superseded data were derived. EB4014 EB4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4943739422(NAD 83) EB4014_MARKER: DE = TRAVERSE STATION DISK EB4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4014_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4014_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4014+STABILITY: SURFACE MOTION EB4014 EB4014 HISTORY - Date Condition Report By EB4014 HISTORY - 1977 MONUMENTED NCGS EB4014 EB4014 STATION DESCRIPTION EB4014 EB4014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4014'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTH-SOUTHWEST OF EB4014'MAXTON AND 3.5 MILES NORTH-NORTHWEST OF RAEMON. EB4014' EB4014'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 IN MAXTON, EB4014'PROCEED SOUTHERLY ALONG NC 130 FOR 3.9 MILES TO Y INTERSECTION WITH EB4014'NC 83 KNOWN AS SEVEN BRIDGES AND STATION ON LEFT BANK IN EDGED FIELD. EB4014' EB4014'STATION MARK IS A STANDARD DISK STAMPED---UPPER 1977---SET IN THE EB4014'TOP OF A CONCRETE CYLINDER, WHICH IS 8 INCHES BELOW THE GROUND. THE EB4014'MARK IS 37.0 FEET SOUTHEAST OF CENTERLINE OF NC 130, 99.2 FEET EB4014'SOUTHWEST OF NC 130 SIGN POST WITH REFERENCE TAG, 69.0 FEET EAST OF EB4014'STOP SIGN POST AND 162.9 FEET SOUTHEAST OF TELEPHONE POLE WITH EB4014'TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4016 *********************************************************************** EB4016 DESIGNATION - VET EB4016 PID - EB4016 EB4016 STATE/COUNTY- NC/ROBESON EB4016 USGS QUAD - ROWLAND (1982) EB4016 EB4016 *CURRENT SURVEY CONTROL EB4016 ___________________________________________________________________ EB4016* NAD 83(1986)- 34 31 54.54781(N) 079 16 50.02669(W) ADJUSTED EB4016* NAVD 88 - 43.0 (meters) 141. (feet) VERTCON EB4016 ___________________________________________________________________ EB4016 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB4016 GEOID HEIGHT- -33.07 (meters) GEOID03 EB4016 EB4016 HORZ ORDER - SECOND EB4016 EB4016.The North Carolina HARNS have been completed but, EB4016.due to contractual restrictions, coordinates for these stations EB4016.will NOT be published in the near future. In the interim, the EB4016.published coordinates in North Carolina will not be EB4016.consistent with the Continuously Operating Reference Stations EB4016.(CORS). The HARN coordinates for these stations are available EB4016.upon request. Contact Gary Thompson(919-733-3836). EB4016. EB4016.In addition, the published North Carolina positions EB4016.(NAD 83 (1986)) are NOT consistent with those determined in EB4016.adjacent state readjustments. The discontinuity between stations EB4016.located in North Carolina and those in adjacent states EB4016.which have been adjusted to the HARN may be as much as 5 EB4016.decimeters. This will result in a significant loss of accuracy EB4016.over lines crossing such state borders. EB4016 EB4016 EB4016.The horizontal coordinates were established by classical geodetic methods EB4016.and adjusted by the National Geodetic Survey in April 1991. EB4016 EB4016.The NAVD 88 height was computed by applying the VERTCON shift value to EB4016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4016 EB4016.The Laplace correction was computed from DEFLEC99 derived deflections. EB4016 EB4016.The geoid height was determined by GEOID03. EB4016 EB4016; North East Units Scale Factor Converg. EB4016;SPC NC - 86,765.368 583,845.414 MT 0.99995094 -0 09 43.0 EB4016;SPC NC - 284,662.71 1,915,499.50 sFT 0.99995094 -0 09 43.0 EB4016;SPC SC - 300,572.405 767,431.050 MT 0.99990680 +0 57 11.7 EB4016;SPC SC - 986,129.94 2,517,818.41 iFT 0.99990680 +0 57 11.7 EB4016;UTM 17 - 3,822,467.988 657,798.437 MT 0.99990692 +0 58 29.6 EB4016 EB4016! - Elev Factor x Scale Factor = Combined Factor EB4016!SPC NC - 0.99999844 x 0.99995094 = 0.99994938 EB4016!SPC SC - 0.99999844 x 0.99990680 = 0.99990524 EB4016!UTM 17 - 0.99999844 x 0.99990692 = 0.99990536 EB4016 EB4016 SUPERSEDED SURVEY CONTROL EB4016 EB4016 NGVD 29 (04/22/91) 43.3 (m) 142. (f) VERT ANG EB4016 EB4016.Superseded values are not recommended for survey control. EB4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4016.See file dsdata.txt to determine how the superseded data were derived. EB4016 EB4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5779822468(NAD 83) EB4016_MARKER: DE = TRAVERSE STATION DISK EB4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4016_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4016_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4016+STABILITY: SURFACE MOTION EB4016 EB4016 HISTORY - Date Condition Report By EB4016 HISTORY - 1977 MONUMENTED NCGS EB4016 EB4016 STATION DESCRIPTION EB4016 EB4016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4016'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE SOUTHEAST OF ROWLAND. EB4016' EB4016'TO REACH STATION FROM THE NC 130 OVERPASS OF I 95 PROCEED NORTHWEST EB4016'ALONG NC 130 FOR 0.6 MILE TO SR 2460 ON RIGHT AND STATION IN SHOULDER EB4016'OF HIGHWAY ON EAST SIDE OF INTERSECTION. EB4016' EB4016'STATION MARK IS A STANDARD DISK STAMPED---VET 1977---SET IN THE TOP EB4016'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB4016'THE MARK IS 47.7 FEET NORTHEAST OF CENTERLINE OF NC 130, 26.8 FEET EB4016'SOUTHEAST OF CENTERLINE OF SR 2460, 6.8 FEET NORTHWEST OF THE SOUTH EB4016'END OF AN CULVERT, 28.1 FEET WEST OF A TELEPHONE POLE PEDESTAL P4, EB4016'32.8 FEET SOUTHEAST OF A STOP SIGN IN TRAFFIC ISLAND AND 126.1 FEET EB4016'SOUTHEAST OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1655 *********************************************************************** EB1655 DESIGNATION - VIEW EB1655 PID - EB1655 EB1655 STATE/COUNTY- NC/ROBESON EB1655 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1655 EB1655 *CURRENT SURVEY CONTROL EB1655 ___________________________________________________________________ EB1655* NAD 83(1986)- 34 34 46.51946(N) 079 02 53.05667(W) ADJUSTED EB1655* NAVD 88 - 46.130 (meters) 151.34 (feet) ADJUSTED EB1655 ___________________________________________________________________ EB1655 LAPLACE CORR- -5.52 (seconds) DEFLEC99 EB1655 GEOID HEIGHT- -33.82 (meters) GEOID03 EB1655 DYNAMIC HT - 46.086 (meters) 151.20 (feet) COMP EB1655 MODELED GRAV- 979,662.5 (mgal) NAVD 88 EB1655 EB1655 HORZ ORDER - SECOND EB1655 VERT ORDER - SECOND CLASS I EB1655 EB1655.The North Carolina HARNS have been completed but, EB1655.due to contractual restrictions, coordinates for these stations EB1655.will NOT be published in the near future. In the interim, the EB1655.published coordinates in North Carolina will not be EB1655.consistent with the Continuously Operating Reference Stations EB1655.(CORS). The HARN coordinates for these stations are available EB1655.upon request. Contact Gary Thompson(919-733-3836). EB1655. EB1655.In addition, the published North Carolina positions EB1655.(NAD 83 (1986)) are NOT consistent with those determined in EB1655.adjacent state readjustments. The discontinuity between stations EB1655.located in North Carolina and those in adjacent states EB1655.which have been adjusted to the HARN may be as much as 5 EB1655.decimeters. This will result in a significant loss of accuracy EB1655.over lines crossing such state borders. EB1655 EB1655 EB1655.The horizontal coordinates were established by classical geodetic methods EB1655.and adjusted by the National Geodetic Survey in April 1991. EB1655 EB1655.The orthometric height was determined by differential leveling EB1655.and adjusted by the National Geodetic Survey in June 1991. EB1655 EB1655.The Laplace correction was computed from DEFLEC99 derived deflections. EB1655 EB1655.The geoid height was determined by GEOID03. EB1655 EB1655.The dynamic height is computed by dividing the NAVD 88 EB1655.geopotential number by the normal gravity value computed on the EB1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1655.degrees latitude (g = 980.6199 gals.). EB1655 EB1655.The modeled gravity was interpolated from observed gravity values. EB1655 EB1655; North East Units Scale Factor Converg. EB1655;SPC NC - 92,028.986 605,190.814 MT 0.99994090 -0 01 39.9 EB1655;SPC NC - 301,931.76 1,985,530.20 sFT 0.99994090 -0 01 39.9 EB1655;UTM 17 - 3,828,153.897 679,035.346 MT 0.99999510 +1 06 29.2 EB1655 EB1655! - Elev Factor x Scale Factor = Combined Factor EB1655!SPC NC - 0.99999807 x 0.99994090 = 0.99993897 EB1655!UTM 17 - 0.99999807 x 0.99999510 = 0.99999317 EB1655 EB1655 SUPERSEDED SURVEY CONTROL EB1655 EB1655 NGVD 29 (10/06/93) 46.406 (m) 152.25 (f) ADJUSTED 2 1 EB1655 EB1655.Superseded values are not recommended for survey control. EB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1655.See file dsdata.txt to determine how the superseded data were derived. EB1655 EB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7903528154(NAD 83) EB1655_MARKER: DE = TRAVERSE STATION DISK EB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1655_SP_SET: CONCRETE POST EB1655_STAMPING: VIEW 1977 EB1655_MARK LOGO: NCGS EB1655_PROJECTION: RECESSED 5 CENTIMETERS EB1655_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1655+STABILITY: SURFACE MOTION EB1655 EB1655 HISTORY - Date Condition Report By EB1655 HISTORY - 1977 MONUMENTED NCGS EB1655 HISTORY - 1978 GOOD NCGS EB1655 HISTORY - 19890131 GOOD NCGS EB1655 HISTORY - 19950808 GOOD USPSQD EB1655 EB1655 STATION DESCRIPTION EB1655 EB1655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1655'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTHWEST OF LUMBERTON EB1655'AND 7.0 MILES NORTHEAST OF FAIRMONT. EB1655' EB1655'STATION IS LOCATED AT THE US 74 OVERPASS OF NC 41 SOUTHWEST OF EB1655'LUMBERTON IN MEDIAN AT THE NORTHEAST CORNER OF THE EAST BOUND LANE EB1655'BRIDGE. EB1655' EB1655'STATION MARK IS STANDARD DISK STAMPED---VIEW 1977---SET IN THE TOP OF EB1655'A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW GROUND SURFACE. MARK IS EB1655'70.3 FEET SOUTHWEST OF CENTERLINE OF WEST BOUND LANE, 22.6 FEET EB1655'NORTHEAST OF CENTERLINE OF EAST BOUND LANE, 2.3 FEET SOUTHEAST OF EAST EB1655'END OF A WINGWALL, 9.1 FEET EAST-SOUTHEAST OF EAST END OF THE NORTH EB1655'BRIDGE RAIL AND 44.4 FEET NORTHEAST OF EAST END OF THE SOUTH BRIDGE EB1655'RAIL OF SOUTH BRIDGE. EB1655 EB1655 STATION RECOVERY (1978) EB1655 EB1655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1655'3.5 MI SW FROM LUMBERTON. EB1655'LOCATED AT THE U.S. 74 OVERPASS OF N.C. 41 SOUTHWEST OF LUMBERTON, EB1655'IN THE MEDIAN AT THE NORTHEAST CORNER OF U.S. 74 EASTBOUND LANE EB1655'BRIDGE, 22.6 FEET NORTHEAST OF CENTERLINE OF EASTBOUND LANE, 70.3 EB1655'FEET SOUTHWEST OF CENTERLINE OF WESTBOUND LANE, 2.3 FEET EB1655'SOUTHEAST OF EAST END OF WINGWALL, 9.1 FEET EAST-SOUTHEAST OF EAST EB1655'END OF NORTH BRIDGE RAIL AND 44.4 FEET NORTHEAST OF EAST END OF EB1655'SOUTH BRIDGE RAIL OF EASTBOUND BRIDGE. EB1655 EB1655 STATION RECOVERY (1989) EB1655 EB1655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB1655'RECOVERED AS DESCRIBED. EB1655 EB1655 STATION RECOVERY (1995) EB1655 EB1655'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1655'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2633 *********************************************************************** EB2633 DESIGNATION - WAKULLA RESET EB2633 PID - EB2633 EB2633 STATE/COUNTY- NC/ROBESON EB2633 USGS QUAD - WAKULLA (1982) EB2633 EB2633 *CURRENT SURVEY CONTROL EB2633 ___________________________________________________________________ EB2633* NAD 83(1986)- 34 47 38.61570(N) 079 15 23.96980(W) ADJUSTED EB2633* NAVD 88 - 64.47 (+/-2cm) 211.5 (feet) VERTCON EB2633 ___________________________________________________________________ EB2633 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EB2633 GEOID HEIGHT- -32.85 (meters) GEOID03 EB2633 EB2633 HORZ ORDER - SECOND EB2633 VERT ORDER - THIRD ? (See Below) EB2633 EB2633.The North Carolina HARNS have been completed but, EB2633.due to contractual restrictions, coordinates for these stations EB2633.will NOT be published in the near future. In the interim, the EB2633.published coordinates in North Carolina will not be EB2633.consistent with the Continuously Operating Reference Stations EB2633.(CORS). The HARN coordinates for these stations are available EB2633.upon request. Contact Gary Thompson(919-733-3836). EB2633. EB2633.In addition, the published North Carolina positions EB2633.(NAD 83 (1986)) are NOT consistent with those determined in EB2633.adjacent state readjustments. The discontinuity between stations EB2633.located in North Carolina and those in adjacent states EB2633.which have been adjusted to the HARN may be as much as 5 EB2633.decimeters. This will result in a significant loss of accuracy EB2633.over lines crossing such state borders. EB2633 EB2633 EB2633.The horizontal coordinates were established by classical geodetic methods EB2633.and adjusted by the National Geodetic Survey in July 1986. EB2633 EB2633.The NAVD 88 height was computed by applying the VERTCON shift value to EB2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2633.The vertical order pertains to the NGVD 29 superseded value. EB2633 EB2633.The Laplace correction was computed from DEFLEC99 derived deflections. EB2633 EB2633.The geoid height was determined by GEOID03. EB2633 EB2633; North East Units Scale Factor Converg. EB2633;SPC NC - 115,848.738 586,115.079 MT 0.99990429 -0 08 53.3 EB2633;SPC NC - 380,080.40 1,922,945.89 sFT 0.99990429 -0 08 53.3 EB2633;UTM 17 - 3,851,590.301 659,489.016 MT 0.99991352 +0 59 42.0 EB2633 EB2633! - Elev Factor x Scale Factor = Combined Factor EB2633!SPC NC - 0.99999504 x 0.99990429 = 0.99989933 EB2633!UTM 17 - 0.99999504 x 0.99991352 = 0.99990856 EB2633 EB2633: Primary Azimuth Mark Grid Az EB2633:SPC NC - HORNE 309 20 24.3 EB2633:UTM 17 - HORNE 308 11 49.0 EB2633 EB2633|---------------------------------------------------------------------| EB2633| PID Reference Object Distance Geod. Az | EB2633| dddmmss.s | EB2633| EB3613 WAKULLA RM 1 31.044 METERS 01931 | EB2633| EB3614 WAKULLA RM 2 27.798 METERS 11444 | EB2633| EB3612 WAKULLA AZ MK 1450614.0 | EB2633| EB2615 MAXTON CAROLINA METH COLL DOME APPROX.11.3 KM 2352746.2 | EB2633| EB2617 MAXTON OIL AND FERT CO TANK APPROX.10.7 KM 2355429.6 | EB2633| EB2630 HORNE APPROX. 5.7 KM 3091131.0 | EB2633|---------------------------------------------------------------------| EB2633 EB2633 SUPERSEDED SURVEY CONTROL EB2633 EB2633 NAD 27 - 34 47 38.03700(N) 079 15 24.82500(W) AD( ) 2 EB2633 NGVD 29 (07/19/86) 64.75 (m) 212.4 (f) LEVELING 3 EB2633 EB2633.Superseded values are not recommended for survey control. EB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2633.See file dsdata.txt to determine how the superseded data were derived. EB2633 EB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5948951590(NAD 83) EB2633_MARKER: DS = TRIANGULATION STATION DISK EB2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2633_STAMPING: WAKULLA 1949 1969 EB2633_MARK LOGO: CGS EB2633_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2633+STABILITY: SURFACE MOTION EB2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2633+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001 EB2633 EB2633 HISTORY - Date Condition Report By EB2633 HISTORY - 1969 MONUMENTED CGS EB2633 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2633 HISTORY - 20010403 SEE DESCRIPTION NCGS EB2633 EB2633 STATION DESCRIPTION EB2633 EB2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) EB2633'STATION WAS RECOVERED AND FOUND TO BE IN POOR CONDITION. REFERENCE EB2633'MARK NO. 1 AND THE AZIMUTH MARK WERE NOT RECOVERED. IT EB2633'APPEARS THAT THE MARKS WERE DESTROYED WHEN THE ROADS WERE EB2633'WIDENED AND HARD SURFACED. REFERENCE MARK NO. 2 WAS FOUND EB2633'LYING ON TOP OF THE GROUND AND DISK WAS RECLAIMED AT THIS EB2633'TIME. THE STATION MARK WAS FOUND IN A DRIVEWAY AND WAS IN EB2633'A LEANING POSITION AND BROKEN OFF AT THE TOP. A NEW SURFACE EB2633'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND EB2633'TWO NEW REFERENCE MARKS WERE ESTABLISHED. A COMPLETE NEW EB2633'DESCRIPTION FOLLOWS. EB2633' EB2633'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF RED SPRINGS AND EB2633'AT THE CROSSROADS OF THE SMALL SETTLEMENT OF WAKULLA. STATION EB2633'IS IN A DRIVEWAY, 79 FEET EAST OF THE EAST CORNER OF A HOUSE, EB2633'38 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 71 AND EB2633'30 FEET SOUTHWEST OF UTILITY POLE NUMBER 190. THE MARK IS EB2633'A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 2 INCHES EB2633'BELOW THE SURFACE AND THE DISK IS STAMPED WAKULLA 1949 EB2633'1969. EB2633' EB2633'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 EB2633'AND 211 IN RED SPRINGS GO SOUTHWEST ON STATE HIGHWAY 71 FOR EB2633'4.7 MILES TO CROSSROADS AT WAKULLA AND STATION ON RIGHT IN EB2633'WEST ANGLE OF CROSSROADS AS DESCRIBED. EB2633' EB2633'REFERENCE MARK NO. 3 IS 30 FEET NORTHWEST OF THE CENTERLINE OF EB2633'STATE HIGHWAY 71 AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST. THE EB2633'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 EB2633'INCHES IN DIAMETER, PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED EB2633'WAKULLA 1949 NO 3 1969. EB2633' EB2633'REFERENCE MARK NO. 4 IS 52 FEET SOUTHWEST OF THE CENTERLINE EB2633'OF CROSS ROAD, 38 FEET SOUTHEAST OF THE CENTERLINE OF STATE EB2633'HIGHWAY 71 AND 4 FEET SOUTHWEST OF A HIGHWAY SIGN. THE MARK IS EB2633'A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES EB2633'IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EB2633'WAKULLA 1949 NO 4 1969. EB2633' EB2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2633'4 MILES SOUTHWEST OF RED SPRINGS. EB2633 EB2633 STATION RECOVERY (1997) EB2633 EB2633'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2633'MARK NOT FOUND. EB2633 EB2633 STATION RECOVERY (2001) EB2633 EB2633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB2633'NOT FOUND, BELIEVED LOST TO CULTIVATION, HOUSE IS GONE, UNDERGROUND EB2633'MARK MAY STILL EXIST. EB2633'REFERENCE MARK 3 WAS NOT FOUND, MAY BE LOST TO CULTIVATION. EB2633'REFERENCE MARK 4 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB2633'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EB2633'ADDITIONS. EB2633'MARK IS ABOUT 2-FEET HIGHER THAN NC 71 AND RECESSED 5-INCHES BELOW EB2633'GROUND. LOCATED 41.4 FT (12.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF EB2633'NC 71 AND 13.5 FT (4.1 M) EAST-NORTHEAST OF A POWER POLE (S73 A8) WITH EB2633'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2604 *********************************************************************** EB2604 DESIGNATION - WALNUT EB2604 PID - EB2604 EB2604 STATE/COUNTY- NC/ROBESON EB2604 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB2604 EB2604 *CURRENT SURVEY CONTROL EB2604 ___________________________________________________________________ EB2604* NAD 83(1986)- 34 36 56.65027(N) 079 00 22.13347(W) ADJUSTED EB2604* NAVD 88 - 37.0 (meters) 121. (feet) VERTCON EB2604 ___________________________________________________________________ EB2604 LAPLACE CORR- -5.21 (seconds) DEFLEC99 EB2604 GEOID HEIGHT- -33.94 (meters) GEOID03 EB2604 EB2604 HORZ ORDER - SECOND EB2604 EB2604.The North Carolina HARNS have been completed but, EB2604.due to contractual restrictions, coordinates for these stations EB2604.will NOT be published in the near future. In the interim, the EB2604.published coordinates in North Carolina will not be EB2604.consistent with the Continuously Operating Reference Stations EB2604.(CORS). The HARN coordinates for these stations are available EB2604.upon request. Contact Gary Thompson(919-733-3836). EB2604. EB2604.In addition, the published North Carolina positions EB2604.(NAD 83 (1986)) are NOT consistent with those determined in EB2604.adjacent state readjustments. The discontinuity between stations EB2604.located in North Carolina and those in adjacent states EB2604.which have been adjusted to the HARN may be as much as 5 EB2604.decimeters. This will result in a significant loss of accuracy EB2604.over lines crossing such state borders. EB2604 EB2604 EB2604.The horizontal coordinates were established by classical geodetic methods EB2604.and adjusted by the National Geodetic Survey in July 1986. EB2604 EB2604.The NAVD 88 height was computed by applying the VERTCON shift value to EB2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2604 EB2604.The Laplace correction was computed from DEFLEC99 derived deflections. EB2604 EB2604.The geoid height was determined by GEOID03. EB2604 EB2604; North East Units Scale Factor Converg. EB2604;SPC NC - 96,037.637 609,037.390 MT 0.99993376 -0 00 12.8 EB2604;SPC NC - 315,083.48 1,998,150.17 sFT 0.99993376 -0 00 12.8 EB2604;UTM 17 - 3,832,238.303 682,801.928 MT 1.00001189 +1 07 58.7 EB2604 EB2604! - Elev Factor x Scale Factor = Combined Factor EB2604!SPC NC - 0.99999952 x 0.99993376 = 0.99993328 EB2604!UTM 17 - 0.99999952 x 1.00001189 = 1.00001141 EB2604 EB2604: Primary Azimuth Mark Grid Az EB2604:SPC NC - YVOONNE 113 11 00.0 EB2604:UTM 17 - YVOONNE 112 02 48.5 EB2604 EB2604|---------------------------------------------------------------------| EB2604| PID Reference Object Distance Geod. Az | EB2604| dddmmss.s | EB2604| EB2512 YVOONNE APPROX. 2.5 KM 1131047.2 | EB2604|---------------------------------------------------------------------| EB2604 EB2604 SUPERSEDED SURVEY CONTROL EB2604 EB2604 NAD 27 - 34 36 56.05869(N) 079 00 23.01325(W) AD( ) 2 EB2604 NGVD 29 (07/19/86) 37.3 (m) 122. (f) VERT ANG EB2604 EB2604.Superseded values are not recommended for survey control. EB2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2604.See file dsdata.txt to determine how the superseded data were derived. EB2604 EB2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8280232238(NAD 83) EB2604_MARKER: DE = TRAVERSE STATION DISK EB2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2604_STAMPING: WALNUT 1965 EB2604_MARK LOGO: NCGS EB2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2604+STABILITY: SURFACE MOTION EB2604 EB2604 HISTORY - Date Condition Report By EB2604 HISTORY - 1965 MONUMENTED NCGS EB2604 EB2604 STATION DESCRIPTION EB2604 EB2604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2604'WALNUT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2604'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2604' EB2604'WALNUT IS 0.2 MILE SE OF LUMBERTON. LOCATED 0.1 MILE SE EB2604'ALONG ATLANTIC COAST LINE RR FROM CHESTNUT ST. 0.2 MILES NW EB2604'ALONG ACL RR FROM CEDAR ST. APPROXIMATELY 300 FT NW OF READY EB2604'MIX CONCRETE PLANT. AT THE RR CROSSING AND WALNUT ST. AND ON EB2604'N SIDE OF MAIN TRACK ON E SIDE OF WALNUT STREET. EB2604' EB2604'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2604'WALNUT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2604'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2604' EB2604'MARK IS EB2604' EB2604'4.0 FT N OF NORTH MAIN RAIL EB2604' EB2604'41.3 FT SW OF TP WITH ALUMINUM REF. TAG EB2604' EB2604'63.2 FT SE OF TP 5028 WITH ALUMINUM REF. TAG EB2604' EB2604'19.5 FT E OF C/L OF WALNUT ST. EB2604' EB2604'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2693 *********************************************************************** EB2693 DESIGNATION - WASH EB2693 PID - EB2693 EB2693 STATE/COUNTY- NC/ROBESON EB2693 USGS QUAD - GADDYSVILLE (1962) EB2693 EB2693 *CURRENT SURVEY CONTROL EB2693 ___________________________________________________________________ EB2693* NAD 83(1986)- 34 29 17.37471(N) 079 09 05.58249(W) ADJUSTED EB2693* NAVD 88 - 40.41 (+/-2cm) 132.6 (feet) VERTCON EB2693 ___________________________________________________________________ EB2693 LAPLACE CORR- -4.90 (seconds) DEFLEC99 EB2693 GEOID HEIGHT- -33.47 (meters) GEOID03 EB2693 EB2693 HORZ ORDER - SECOND EB2693 VERT ORDER - THIRD ? (See Below) EB2693 EB2693.The North Carolina HARNS have been completed but, EB2693.due to contractual restrictions, coordinates for these stations EB2693.will NOT be published in the near future. In the interim, the EB2693.published coordinates in North Carolina will not be EB2693.consistent with the Continuously Operating Reference Stations EB2693.(CORS). The HARN coordinates for these stations are available EB2693.upon request. Contact Gary Thompson(919-733-3836). EB2693. EB2693.In addition, the published North Carolina positions EB2693.(NAD 83 (1986)) are NOT consistent with those determined in EB2693.adjacent state readjustments. The discontinuity between stations EB2693.located in North Carolina and those in adjacent states EB2693.which have been adjusted to the HARN may be as much as 5 EB2693.decimeters. This will result in a significant loss of accuracy EB2693.over lines crossing such state borders. EB2693 EB2693 EB2693.The horizontal coordinates were established by classical geodetic methods EB2693.and adjusted by the National Geodetic Survey in July 1986. EB2693 EB2693.The NAVD 88 height was computed by applying the VERTCON shift value to EB2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2693.The vertical order pertains to the NGVD 29 superseded value. EB2693 EB2693.The Laplace correction was computed from DEFLEC99 derived deflections. EB2693 EB2693.The geoid height was determined by GEOID03. EB2693 EB2693; North East Units Scale Factor Converg. EB2693;SPC NC - 81,896.625 595,681.392 MT 0.99996072 -0 05 14.9 EB2693;SPC NC - 268,689.18 1,954,331.37 sFT 0.99996072 -0 05 14.9 EB2693;UTM 17 - 3,817,834.894 669,728.285 MT 0.99995509 +1 02 48.9 EB2693 EB2693! - Elev Factor x Scale Factor = Combined Factor EB2693!SPC NC - 0.99999891 x 0.99996072 = 0.99995963 EB2693!UTM 17 - 0.99999891 x 0.99995509 = 0.99995400 EB2693 EB2693|---------------------------------------------------------------------| EB2693| PID Reference Object Distance Geod. Az | EB2693| dddmmss.s | EB2693| EB2692 GRIFF 352.239 METERS 03853 | EB2693| EB2694 PITTMAN 172.101 METERS 22810 | EB2693|---------------------------------------------------------------------| EB2693 EB2693 SUPERSEDED SURVEY CONTROL EB2693 EB2693 NAD 27 - 34 29 16.78476(N) 079 09 06.45056(W) AD( ) 2 EB2693 NGVD 29 (07/19/86) 40.71 (m) 133.6 (f) LEVELING 3 EB2693 EB2693.Superseded values are not recommended for survey control. EB2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2693.See file dsdata.txt to determine how the superseded data were derived. EB2693 EB2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6972817835(NAD 83) EB2693_MARKER: DD = SURVEY DISK EB2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2693_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2693_STAMPING: WASH 1966 EB2693_MARK LOGO: NCGS EB2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2693+STABILITY: SURFACE MOTION EB2693 EB2693 HISTORY - Date Condition Report By EB2693 HISTORY - 1966 MONUMENTED NCGS EB2693 HISTORY - 1977 GOOD NCGS EB2693 EB2693 STATION DESCRIPTION EB2693 EB2693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EB2693'WASH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2693'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA. EB2693' EB2693'WASH IS 2.1 MILES SOUTHWEST OF INTERSECTION OF NC 130 AND EB2693'NC 41 IN FAIRMONT AND 0.25 MILES NORTHEAST OF INTERSECTION EB2693'OF NC 130 BYPASS AND NC 130. TO REACH STATION PROCEED FROM EB2693'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT WEST ON NC 130 EB2693'FOR 2.7 MILES TO THE STATION ON THE RIGHT AND 0.1 MILE SOUTHWEST EB2693'OF THE INTERSECTION OF NC 130 AND SR 2470. EB2693' EB2693'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2693'WASH 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2693'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EB2693' EB2693'MARK IS EB2693' EB2693'14.3 FT SE OF C/L OF NC 130 EB2693' EB2693'4.1 FT SE OF EDGE OF PAVEMENT EB2693' EB2693'181.6 FT SE OF 36 IN PINE WITH ALUMINUM REF. TAG EB2693' EB2693'150.2 FT S OF SE CORNER OF SMALL FRAME HOUSE EB2693' EB2693'13.0 FT N OF 4 IN X 4 IN WOOD POST WITH INTERSECTION SIGN AND EB2693'ALUMINUM REF. TAG EB2693 EB2693 STATION RECOVERY (1977) EB2693 EB2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2693'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2693'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2693' EB2693'THE STATION IS ON THE SOUTHEAST SIDE OF HIGHWAY, ALSO IT IS 99.8 FEET EB2693'EAST OF POWER POLE 1382 AND 41.1 FEET SOUTHWEST OF LARGER OF TWO EB2693'TELEPHONE PEDESTALS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4021 *********************************************************************** EB4021 DESIGNATION - WATSON EB4021 PID - EB4021 EB4021 STATE/COUNTY- NC/ROBESON EB4021 USGS QUAD - ROWLAND (1982) EB4021 EB4021 *CURRENT SURVEY CONTROL EB4021 ___________________________________________________________________ EB4021* NAD 83(1986)- 34 32 27.65964(N) 079 18 04.46673(W) ADJUSTED EB4021* NAVD 88 - 43.3 (meters) 142. (feet) VERTCON EB4021 ___________________________________________________________________ EB4021 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EB4021 GEOID HEIGHT- -33.00 (meters) GEOID03 EB4021 EB4021 HORZ ORDER - SECOND EB4021 EB4021.The North Carolina HARNS have been completed but, EB4021.due to contractual restrictions, coordinates for these stations EB4021.will NOT be published in the near future. In the interim, the EB4021.published coordinates in North Carolina will not be EB4021.consistent with the Continuously Operating Reference Stations EB4021.(CORS). The HARN coordinates for these stations are available EB4021.upon request. Contact Gary Thompson(919-733-3836). EB4021. EB4021.In addition, the published North Carolina positions EB4021.(NAD 83 (1986)) are NOT consistent with those determined in EB4021.adjacent state readjustments. The discontinuity between stations EB4021.located in North Carolina and those in adjacent states EB4021.which have been adjusted to the HARN may be as much as 5 EB4021.decimeters. This will result in a significant loss of accuracy EB4021.over lines crossing such state borders. EB4021 EB4021 EB4021.The horizontal coordinates were established by classical geodetic methods EB4021.and adjusted by the National Geodetic Survey in April 1991. EB4021 EB4021.The NAVD 88 height was computed by applying the VERTCON shift value to EB4021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4021 EB4021.The Laplace correction was computed from DEFLEC99 derived deflections. EB4021 EB4021.The geoid height was determined by GEOID03. EB4021 EB4021; North East Units Scale Factor Converg. EB4021;SPC NC - 87,791.198 581,950.285 MT 0.99994896 -0 10 25.9 EB4021;SPC NC - 288,028.29 1,909,281.89 sFT 0.99994896 -0 10 25.9 EB4021;SPC SC - 301,561.108 765,516.391 MT 0.99990923 +0 56 30.4 EB4021;SPC SC - 989,373.71 2,511,536.72 iFT 0.99990923 +0 56 30.4 EB4021;UTM 17 - 3,823,455.964 655,883.415 MT 0.99989952 +0 57 48.2 EB4021 EB4021! - Elev Factor x Scale Factor = Combined Factor EB4021!SPC NC - 0.99999839 x 0.99994896 = 0.99994735 EB4021!SPC SC - 0.99999839 x 0.99990923 = 0.99990762 EB4021!UTM 17 - 0.99999839 x 0.99989952 = 0.99989791 EB4021 EB4021 SUPERSEDED SURVEY CONTROL EB4021 EB4021 NGVD 29 (04/22/91) 43.6 (m) 143. (f) VERT ANG EB4021 EB4021.Superseded values are not recommended for survey control. EB4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4021.See file dsdata.txt to determine how the superseded data were derived. EB4021 EB4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5588323456(NAD 83) EB4021_MARKER: DE = TRAVERSE STATION DISK EB4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4021_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4021_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4021+STABILITY: SURFACE MOTION EB4021 EB4021 HISTORY - Date Condition Report By EB4021 HISTORY - 1977 MONUMENTED NCGS EB4021 EB4021 STATION DESCRIPTION EB4021 EB4021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4021'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE WEST-NORTHWEST OF EB4021'ROWLAND. EB4021' EB4021'TO REACH STATION FROM INTERSECTION OF NC 130 US 501 PROCEED NORTHWEST EB4021'ALONG NC 130 AND US 501 FOR 0.65 MILE TO STATION ON LEFT IN A CURVE AT EB4021'THE NORTH EDGE OF THE YARD OF A BRICK RESIDENT AND APPROXIMATELY 200 EB4021'FEET NORTHWEST OF INTERSECTION WITH SR 1137. EB4021' EB4021'STATION MARK IS A STANDARD DISK STAMPED---WATSON 1977---SET IN THE EB4021'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB4021'SURFACE. THE MARK IS 22.7 FEET SOUTHWEST OF CENTERLINE OF US 501, EB4021'81.8 FEET NORHTEAST OF THE NORTHWEST CORNER OF RESIDENT, 63.4 FEET EB4021'NORTHWEST OF AN IRON RAIL POST, 38.8 FEET SOUTHWEST OF A POWER POLE EB4021'2125 WITH REFERENCE TAG, 47.5 FEET NORTH OF A TELEPHONE POLE WITH EB4021'REFERENCE TAG AND 57.5 FEET SOUTHEAST OF A TELEPHONE POLE WITH EB4021'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2591 *********************************************************************** EB2591 DESIGNATION - WAYNE EB2591 PID - EB2591 EB2591 STATE/COUNTY- NC/ROBESON EB2591 USGS QUAD - NORTHWEST LUMBERTON (1982) EB2591 EB2591 *CURRENT SURVEY CONTROL EB2591 ___________________________________________________________________ EB2591* NAD 83(1986)- 34 39 31.98370(N) 079 00 35.77984(W) ADJUSTED EB2591* NAVD 88 - 38.2 (meters) 125. (feet) VERTCON EB2591 ___________________________________________________________________ EB2591 LAPLACE CORR- -5.50 (seconds) DEFLEC99 EB2591 GEOID HEIGHT- -33.87 (meters) GEOID03 EB2591 EB2591 HORZ ORDER - SECOND EB2591 EB2591.The North Carolina HARNS have been completed but, EB2591.due to contractual restrictions, coordinates for these stations EB2591.will NOT be published in the near future. In the interim, the EB2591.published coordinates in North Carolina will not be EB2591.consistent with the Continuously Operating Reference Stations EB2591.(CORS). The HARN coordinates for these stations are available EB2591.upon request. Contact Gary Thompson(919-733-3836). EB2591. EB2591.In addition, the published North Carolina positions EB2591.(NAD 83 (1986)) are NOT consistent with those determined in EB2591.adjacent state readjustments. The discontinuity between stations EB2591.located in North Carolina and those in adjacent states EB2591.which have been adjusted to the HARN may be as much as 5 EB2591.decimeters. This will result in a significant loss of accuracy EB2591.over lines crossing such state borders. EB2591 EB2591 EB2591.The horizontal coordinates were established by classical geodetic methods EB2591.and adjusted by the National Geodetic Survey in July 1986. EB2591 EB2591.The NAVD 88 height was computed by applying the VERTCON shift value to EB2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2591 EB2591.The Laplace correction was computed from DEFLEC99 derived deflections. EB2591 EB2591.The geoid height was determined by GEOID03. EB2591 EB2591; North East Units Scale Factor Converg. EB2591;SPC NC - 100,823.926 608,690.240 MT 0.99992575 -0 00 20.7 EB2591;SPC NC - 330,786.50 1,997,011.23 sFT 0.99992575 -0 00 20.7 EB2591;UTM 17 - 3,837,017.149 682,359.824 MT 1.00000990 +1 07 55.3 EB2591 EB2591! - Elev Factor x Scale Factor = Combined Factor EB2591!SPC NC - 0.99999932 x 0.99992575 = 0.99992507 EB2591!UTM 17 - 0.99999932 x 1.00000990 = 1.00000922 EB2591 EB2591: Primary Azimuth Mark Grid Az EB2591:SPC NC - LAKEWOOD 2 017 48 08.4 EB2591:UTM 17 - LAKEWOOD 2 016 39 52.4 EB2591 EB2591|---------------------------------------------------------------------| EB2591| PID Reference Object Distance Geod. Az | EB2591| dddmmss.s | EB2591| EB2590 LAKEWOOD 2 APPROX. 1.3 KM 0174747.7 | EB2591|---------------------------------------------------------------------| EB2591 EB2591 SUPERSEDED SURVEY CONTROL EB2591 EB2591 NGVD 29 (07/19/86) 38.5 (m) 126. (f) VERT ANG EB2591 EB2591.Superseded values are not recommended for survey control. EB2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2591.See file dsdata.txt to determine how the superseded data were derived. EB2591 EB2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8236037017(NAD 83) EB2591_MARKER: DE = TRAVERSE STATION DISK EB2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2591_STAMPING: WAYNE 1969 EB2591_MARK LOGO: NCGS EB2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2591+STABILITY: SURFACE MOTION EB2591 EB2591 HISTORY - Date Condition Report By EB2591 HISTORY - 1969 MONUMENTED NCGS EB2591 HISTORY - 1977 GOOD NCGS EB2591 HISTORY - 19950522 GOOD USPSQD EB2591 EB2591 STATION DESCRIPTION EB2591 EB2591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2591'WAYNE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2591'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2591' EB2591'WAYNE IS LOCATED APPROXIMATELY 2.7 MILES NORTHWEST OF LUMBERTON. EB2591'STATION IS 0.9 MILE SOUTH ALONG I-95 FROM BRIDGE ON OLD US 301, 0.85 EB2591'MILE NORTH OF BRIDGE ON NC 211, ON WEST SHOULDER OF ACCESS ROAD EB2591'RUNNING PARALLEL WITH AND ON THE WEST SIDE OF I-95. THE ACCESS EB2591'ROAD CAN BE ENTERED AT THE OVERHEAD BRIDGE WHERE NC 211 CROSSES EB2591'I-95 AT THE SOUTH END, OR AT THE OVERHEAD BRIDGE WHERE US 301 EB2591'CROSSES I-95 AT THE NORTH. EB2591' EB2591'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WAYNE EB2591'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2591'INCHES BELOW THE SURFACE OF THE GROUND. EB2591' EB2591'MARK IS EB2591' EB2591'14.0 FEET W OF C/L OF OLD US 301. EB2591'32.6 FEET W OF FENCE POST WITH ALUMINUM REF. TAG. EB2591'32.7 FEET WSW OF FENCE POST WITH ALUMINUM REF. TAG. EB2591'140.3 FEET N OF PP WITH ALUMINUM REF. TAG. EB2591'76.7 FEET ESE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2591'18.2 FEET E OF R/W MARKER. EB2591 EB2591 STATION RECOVERY (1977) EB2591 EB2591'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2591'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2591'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2591' EB2591'THE STATION IS LOCATED ON WEST SIDE OF FRONTAGE ROAD 1791 ALONG WEST EB2591'SIDE OF I 95, 32.7 FEET NORTHWEST OF A FENCE POST AND 72.1 FEET NORTH EB2591'OF A POWER POLE, BOTH WITH REFERENCE TAGS. EB2591 EB2591 STATION RECOVERY (1995) EB2591 EB2591'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2591'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4022 *********************************************************************** EB4022 DESIGNATION - WEEVIL EB4022 PID - EB4022 EB4022 STATE/COUNTY- NC/ROBESON EB4022 USGS QUAD - JOHNS (1971) EB4022 EB4022 *CURRENT SURVEY CONTROL EB4022 ___________________________________________________________________ EB4022* NAD 83(1986)- 34 38 42.04374(N) 079 24 46.58704(W) ADJUSTED EB4022* NAVD 88 - 48.8 (meters) 160. (feet) VERTCON EB4022 ___________________________________________________________________ EB4022 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EB4022 GEOID HEIGHT- -32.56 (meters) GEOID03 EB4022 EB4022 HORZ ORDER - SECOND EB4022 EB4022.The North Carolina HARNS have been completed but, EB4022.due to contractual restrictions, coordinates for these stations EB4022.will NOT be published in the near future. In the interim, the EB4022.published coordinates in North Carolina will not be EB4022.consistent with the Continuously Operating Reference Stations EB4022.(CORS). The HARN coordinates for these stations are available EB4022.upon request. Contact Gary Thompson(919-733-3836). EB4022. EB4022.In addition, the published North Carolina positions EB4022.(NAD 83 (1986)) are NOT consistent with those determined in EB4022.adjacent state readjustments. The discontinuity between stations EB4022.located in North Carolina and those in adjacent states EB4022.which have been adjusted to the HARN may be as much as 5 EB4022.decimeters. This will result in a significant loss of accuracy EB4022.over lines crossing such state borders. EB4022 EB4022 EB4022.The horizontal coordinates were established by classical geodetic methods EB4022.and adjusted by the National Geodetic Survey in April 1991. EB4022 EB4022.The NAVD 88 height was computed by applying the VERTCON shift value to EB4022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4022 EB4022.The Laplace correction was computed from DEFLEC99 derived deflections. EB4022 EB4022.The geoid height was determined by GEOID03. EB4022 EB4022; North East Units Scale Factor Converg. EB4022;SPC NC - 99,363.826 571,745.355 MT 0.99992827 -0 14 18.0 EB4022;SPC NC - 325,996.15 1,875,801.22 sFT 0.99992827 -0 14 18.0 EB4022;SPC SC - 312,932.446 755,087.970 MT 0.99993852 +0 52 47.5 EB4022;SPC SC - 1,026,681.25 2,477,322.74 iFT 0.99993852 +0 52 47.5 EB4022;UTM 17 - 3,834,822.784 645,451.067 MT 0.99986076 +0 54 08.6 EB4022 EB4022! - Elev Factor x Scale Factor = Combined Factor EB4022!SPC NC - 0.99999746 x 0.99992827 = 0.99992573 EB4022!SPC SC - 0.99999746 x 0.99993852 = 0.99993598 EB4022!UTM 17 - 0.99999746 x 0.99986076 = 0.99985822 EB4022 EB4022 SUPERSEDED SURVEY CONTROL EB4022 EB4022 NGVD 29 (04/22/91) 49.0 (m) 161. (f) VERT ANG EB4022 EB4022.Superseded values are not recommended for survey control. EB4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4022.See file dsdata.txt to determine how the superseded data were derived. EB4022 EB4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4545134823(NAD 83) EB4022_MARKER: DE = TRAVERSE STATION DISK EB4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4022_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4022_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4022+STABILITY: SURFACE MOTION EB4022 EB4022 HISTORY - Date Condition Report By EB4022 HISTORY - 1977 MONUMENTED NCGS EB4022 EB4022 STATION DESCRIPTION EB4022 EB4022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4022'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES SOUTH-SOUTHWEST OF EB4022'MAXTON AND 8.9 MILES NORTHWEST OF PLAINVIEW. EB4022' EB4022'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF EB4022'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.7 MILES TO SR 1104 EB4022'CROSSROADS AND STATION ON LEFT IN SHOULDER OF THE SOUTHEAST QUADRANT. EB4022' EB4022'STATION MARK IS A STANDARD DISK STAMPED---WEEVIL 1977---SET IN THE EB4022'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB4022'SURFACE. THE MARK IS 28.9 FEET SOUTH OF CENTERLINE OF NC 83, 44.8 FEET EB4022'EAST OF CENTERLINE OF SR 1104, 98.0 FEET SOUTHWEST OF NC 83 METAL SIGN EB4022'POST, 138.0 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG, 41.6 FEET EB4022'EAST OF STOP SIGN POST WITH REFERENCE TAG AND 103.6 FEET NORTH OF EB4022'NORTH END OF CULVERT UNDER SOUTH DRIVE TO SMITH RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4023 *********************************************************************** EB4023 DESIGNATION - WES EB4023 PID - EB4023 EB4023 STATE/COUNTY- NC/ROBESON EB4023 USGS QUAD - TARHEEL (1986) EB4023 EB4023 *CURRENT SURVEY CONTROL EB4023 ___________________________________________________________________ EB4023* NAD 83(1986)- 34 39 05.60844(N) 078 50 20.20615(W) ADJUSTED EB4023* NAVD 88 - 35.1 (meters) 115. (feet) VERTCON EB4023 ___________________________________________________________________ EB4023 LAPLACE CORR- -3.04 (seconds) DEFLEC99 EB4023 GEOID HEIGHT- -34.34 (meters) GEOID03 EB4023 EB4023 HORZ ORDER - SECOND EB4023 EB4023.The North Carolina HARNS have been completed but, EB4023.due to contractual restrictions, coordinates for these stations EB4023.will NOT be published in the near future. In the interim, the EB4023.published coordinates in North Carolina will not be EB4023.consistent with the Continuously Operating Reference Stations EB4023.(CORS). The HARN coordinates for these stations are available EB4023.upon request. Contact Gary Thompson(919-733-3836). EB4023. EB4023.In addition, the published North Carolina positions EB4023.(NAD 83 (1986)) are NOT consistent with those determined in EB4023.adjacent state readjustments. The discontinuity between stations EB4023.located in North Carolina and those in adjacent states EB4023.which have been adjusted to the HARN may be as much as 5 EB4023.decimeters. This will result in a significant loss of accuracy EB4023.over lines crossing such state borders. EB4023 EB4023 EB4023.The horizontal coordinates were established by classical geodetic methods EB4023.and adjusted by the National Geodetic Survey in April 1991. EB4023 EB4023.The NAVD 88 height was computed by applying the VERTCON shift value to EB4023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4023 EB4023.The Laplace correction was computed from DEFLEC99 derived deflections. EB4023 EB4023.The geoid height was determined by GEOID03. EB4023 EB4023; North East Units Scale Factor Converg. EB4023;SPC NC - 100,023.160 624,364.500 MT 0.99992707 +0 05 34.6 EB4023;SPC NC - 328,159.32 2,048,435.86 sFT 0.99992707 +0 05 34.6 EB4023;UTM 17 - 3,836,527.503 698,048.766 MT 1.00008347 +1 13 44.9 EB4023 EB4023! - Elev Factor x Scale Factor = Combined Factor EB4023!SPC NC - 0.99999988 x 0.99992707 = 0.99992695 EB4023!UTM 17 - 0.99999988 x 1.00008347 = 1.00008335 EB4023 EB4023 SUPERSEDED SURVEY CONTROL EB4023 EB4023 NGVD 29 (04/22/91) 35.4 (m) 116. (f) VERT ANG EB4023 EB4023.Superseded values are not recommended for survey control. EB4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4023.See file dsdata.txt to determine how the superseded data were derived. EB4023 EB4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9804936528(NAD 83) EB4023_MARKER: DE = TRAVERSE STATION DISK EB4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4023_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4023_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4023+STABILITY: SURFACE MOTION EB4023 EB4023 HISTORY - Date Condition Report By EB4023 HISTORY - 1977 MONUMENTED NCGS EB4023 EB4023 STATION DESCRIPTION EB4023 EB4023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4023'THE STATION IS LOCATED APPROXIMATELY 9.9 MILES EAST-NORTHEAST OF EB4023'LUMBERTON AND 13.1 MILES SOUTHEAST OF SAINT PAULS. EB4023' EB4023'TO REACH STATION FROM THE NC 211 AND NC 41 CROSSROADS IN LUMBERTON, EB4023'PROCEED EAST ALONG NC 41 FOR 9.05 MILES TO STATION ON LEFT IN FRONT EB4023'YARD OF WES SESSOMS RESIDENCE AND 0.45 MILE WEST OF THE FIRST BRIDGE EB4023'OVER BIG SWAMP. EB4023' EB4023'STATION MARK IS A STANDARD DISK STAMPED---WES 1977---SET IN THE TOP EB4023'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EB4023'THE MARK IS 16.1 FEET NORTHEAST OF CENTERLINE OF NC 41, 7.4 FEET EB4023'SOUTHEAST OF CENTERLINE OF DRIVEWAY, 87.3 FEET NORTH OF PASTURE CORNER EB4023'POST WITH REFERENCE TAG, 77.5 FEET WEST-SOUTHWEST OF PASTURE FENCE EB4023'POST WITH REFERENCE TAG AND 90.2 FEET SOUTH OF SOUTHWEST CORNER OF EB4023'RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2554 *********************************************************************** EB2554 DESIGNATION - WHEAT EB2554 PID - EB2554 EB2554 STATE/COUNTY- NC/ROBESON EB2554 USGS QUAD - HOPE MILLS (1986) EB2554 EB2554 *CURRENT SURVEY CONTROL EB2554 ___________________________________________________________________ EB2554* NAD 83(1986)- 34 54 38.81898(N) 078 57 37.12087(W) ADJUSTED EB2554* NAVD 88 - 52.9 (meters) 174. (feet) VERTCON EB2554 ___________________________________________________________________ EB2554 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EB2554 GEOID HEIGHT- -33.48 (meters) GEOID03 EB2554 EB2554 HORZ ORDER - SECOND EB2554 EB2554.The North Carolina HARNS have been completed but, EB2554.due to contractual restrictions, coordinates for these stations EB2554.will NOT be published in the near future. In the interim, the EB2554.published coordinates in North Carolina will not be EB2554.consistent with the Continuously Operating Reference Stations EB2554.(CORS). The HARN coordinates for these stations are available EB2554.upon request. Contact Gary Thompson(919-733-3836). EB2554. EB2554.In addition, the published North Carolina positions EB2554.(NAD 83 (1986)) are NOT consistent with those determined in EB2554.adjacent state readjustments. The discontinuity between stations EB2554.located in North Carolina and those in adjacent states EB2554.which have been adjusted to the HARN may be as much as 5 EB2554.decimeters. This will result in a significant loss of accuracy EB2554.over lines crossing such state borders. EB2554 EB2554 EB2554.The horizontal coordinates were established by classical geodetic methods EB2554.and adjusted by the National Geodetic Survey in July 1986. EB2554 EB2554.The NAVD 88 height was computed by applying the VERTCON shift value to EB2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2554 EB2554.The Laplace correction was computed from DEFLEC99 derived deflections. EB2554 EB2554.The geoid height was determined by GEOID03. EB2554 EB2554; North East Units Scale Factor Converg. EB2554;SPC NC - 128,766.783 613,227.854 MT 0.99989019 +0 01 22.5 EB2554;SPC NC - 422,462.35 2,011,898.38 sFT 0.99989019 +0 01 22.5 EB2554;UTM 17 - 3,865,047.993 686,340.450 MT 1.00002797 +1 10 03.5 EB2554 EB2554! - Elev Factor x Scale Factor = Combined Factor EB2554!SPC NC - 0.99999695 x 0.99989019 = 0.99988714 EB2554!UTM 17 - 0.99999695 x 1.00002797 = 1.00002492 EB2554 EB2554: Primary Azimuth Mark Grid Az EB2554:SPC NC - KELLY 036 02 01.2 EB2554:UTM 17 - KELLY 034 53 20.2 EB2554 EB2554|---------------------------------------------------------------------| EB2554| PID Reference Object Distance Geod. Az | EB2554| dddmmss.s | EB2554| EB2555 KELLY APPROX. 1.1 KM 0360323.7 | EB2554|---------------------------------------------------------------------| EB2554 EB2554 SUPERSEDED SURVEY CONTROL EB2554 EB2554 NAD 27 - 34 54 38.22879(N) 078 57 38.01716(W) AD( ) 2 EB2554 NGVD 29 (07/19/86) 53.2 (m) 175. (f) VERT ANG EB2554 EB2554.Superseded values are not recommended for survey control. EB2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2554.See file dsdata.txt to determine how the superseded data were derived. EB2554 EB2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8634065048(NAD 83) EB2554_MARKER: DE = TRAVERSE STATION DISK EB2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2554_STAMPING: WHEAT 1969 EB2554_MARK LOGO: NCGS EB2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2554+STABILITY: SURFACE MOTION EB2554 EB2554 HISTORY - Date Condition Report By EB2554 HISTORY - 1969 MONUMENTED NCGS EB2554 HISTORY - 19950522 GOOD USPSQD EB2554 HISTORY - 20040424 MARK NOT FOUND USPSQD EB2554 EB2554 STATION DESCRIPTION EB2554 EB2554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EB2554'WHEAT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2554'VICINITY OF ST. PAULS, NORTH CAROLINA. EB2554' EB2554'WHEAT IS LOCATED APPROXIMATELY 2.9 MILES NNE OF PARKTON. TO REACH EB2554'STATION PROCEED FROM THE INTERSECTION OF US 301, NC 71 AND SR 1902, EB2554'GO NORTH ON US 301 FOR 0.5 MILE TO INTERSECTION OF US 301 AND SR EB2554'1718. STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION, EB2554'0.35 MILE SOUTH OF CUMBERLAND AND ROBESON COUNTY LINE. EB2554' EB2554'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WHEAT EB2554'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2554'FLUSH WITH THE SURFACE OF THE GROUND. EB2554' EB2554'MARK IS EB2554' EB2554'21.9 FEET ESE OF C/L OF US 301. EB2554'52.6 FEET NE OF C/L OF SR 1718. EB2554'53.6 FEET ENE OF INTERSECTION OF SR 1917 AND US 301. EB2554'53.6 FEET NE OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2554'80.3 FEET E OF STOP SIGN POST WITH ALUMINUM REF. TAG. EB2554'53.3 FEET ESE OF MILEAGE SIGN POST WITH ALUMINUM REF. TAG. EB2554'124.5 FEET SSW OF US 301 SIGN POST WITH ALUMINUM REF. TAG. EB2554 EB2554 STATION RECOVERY (1995) EB2554 EB2554'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2554'RECOVERED IN GOOD CONDITION. EB2554 EB2554 STATION RECOVERY (2004) EB2554 EB2554'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJS) EB2554'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB4024. EB4024.In addition, the published North 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 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;SPC NC - 385,364.35 1,949,067.02 sFT 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 = OCTOBER 5, 2005 EB1638 *********************************************************************** EB1638 DESIGNATION - WHITE HILL EB1638 PID - EB1638 EB1638 STATE/COUNTY- NC/ROBESON EB1638 USGS QUAD - MAXTON (1982) EB1638 EB1638 *CURRENT SURVEY CONTROL EB1638 ___________________________________________________________________ EB1638* NAD 83(1986)- 34 41 37.42963(N) 079 16 12.73943(W) ADJUSTED EB1638* NAVD 88 - 50.513 (meters) 165.72 (feet) ADJUSTED EB1638 ___________________________________________________________________ EB1638 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EB1638 GEOID HEIGHT- -32.91 (meters) GEOID03 EB1638 DYNAMIC HT - 50.466 (meters) 165.57 (feet) COMP EB1638 MODELED GRAV- 979,692.8 (mgal) NAVD 88 EB1638 EB1638 HORZ ORDER - SECOND EB1638 VERT ORDER - SECOND CLASS I EB1638 EB1638.The North Carolina HARNS have been completed but, EB1638.due to contractual restrictions, coordinates for these stations EB1638.will NOT be published in the near future. In the interim, the EB1638.published coordinates in North Carolina will not be EB1638.consistent with the Continuously Operating Reference Stations EB1638.(CORS). The HARN coordinates for these stations are available EB1638.upon request. Contact Gary Thompson(919-733-3836). EB1638. EB1638.In addition, the published North Carolina positions EB1638.(NAD 83 (1986)) are NOT consistent with those determined in EB1638.adjacent state readjustments. The discontinuity between stations EB1638.located in North Carolina and those in adjacent states EB1638.which have been adjusted to the HARN may be as much as 5 EB1638.decimeters. This will result in a significant loss of accuracy EB1638.over lines crossing such state borders. EB1638 EB1638 EB1638.The horizontal coordinates were established by classical geodetic methods EB1638.and adjusted by the National Geodetic Survey in April 1991. EB1638 EB1638.The orthometric height was determined by differential leveling EB1638.and adjusted by the National Geodetic Survey in June 1991. EB1638 EB1638.The Laplace correction was computed from DEFLEC99 derived deflections. EB1638 EB1638.The geoid height was determined by GEOID03. EB1638 EB1638.The dynamic height is computed by dividing the NAVD 88 EB1638.geopotential number by the normal gravity value computed on the EB1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1638.degrees latitude (g = 980.6199 gals.). EB1638 EB1638.The modeled gravity was interpolated from observed gravity values. EB1638 EB1638; North East Units Scale Factor Converg. EB1638;SPC NC - 104,722.913 584,845.127 MT 0.99991969 -0 09 21.4 EB1638;SPC NC - 343,578.42 1,918,779.39 sFT 0.99991969 -0 09 21.4 EB1638;UTM 17 - 3,840,441.379 658,441.046 MT 0.99990942 +0 59 05.2 EB1638 EB1638! - Elev Factor x Scale Factor = Combined Factor EB1638!SPC NC - 0.99999724 x 0.99991969 = 0.99991693 EB1638!UTM 17 - 0.99999724 x 0.99990942 = 0.99990666 EB1638 EB1638 SUPERSEDED SURVEY CONTROL EB1638 EB1638 NGVD 29 (10/06/93) 50.796 (m) 166.65 (f) ADJUSTED 2 1 EB1638 EB1638.Superseded values are not recommended for survey control. EB1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1638.See file dsdata.txt to determine how the superseded data were derived. EB1638 EB1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5844140441(NAD 83) EB1638_MARKER: DE = TRAVERSE STATION DISK EB1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1638_SP_SET: CONCRETE POST EB1638_STAMPING: WHITE HILL 1977 EB1638_MARK LOGO: NCGS EB1638_PROJECTION: RECESSED 3 CENTIMETERS EB1638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1638+STABILITY: SURFACE MOTION EB1638 EB1638 HISTORY - Date Condition Report By EB1638 HISTORY - 1977 MONUMENTED NCGS EB1638 HISTORY - 1978 GOOD NCGS EB1638 HISTORY - 19970426 GOOD USPSQD EB1638 EB1638 STATION DESCRIPTION EB1638 EB1638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1638'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES EAST-SOUTHEAST OF EB1638'MAXTON AND 4.5 MILES WEST-NORTHWEST OF PEMBROKE. EB1638' EB1638'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB1638'PROCEED NORTHWEST ALONG US 74 FOR 2.4 MILES TO STATION ON RIGHT AT EB1638'WHITE HILL CHURCH BY THE SOUTHWEST END OF THE OUTDOOR BULLETIN BOARD. EB1638' EB1638'STATION MARK IS A STANDARD DISK STAMPED---WHITE HILL 1977---SET IN EB1638'THE TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND EB1638'SURFACE. THE MARK IS 33.5 FEET NORTHEAST OF CENTERLINE OF US 74, 30.0 EB1638'FEET SOUTHEAST OF EAST END OF DRIVEWAY CULVERT, 10.0 FEET SOUTHWEST EB1638'OF SOUTHWEST END OF BULLETIN BOARD, 34.2 FEET SOUTH OF POWER POLE 811, EB1638'149.3 FEET SOUTH-SOUTHEAST OF A 20 INCH PINE WITH REFERENCE TAG AND EB1638'96.9 FEET WEST OF POWER POLE 812 WITH LIGHT AND REFERENCE TAG. EB1638 EB1638 STATION RECOVERY (1978) EB1638 EB1638'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1638'4.5 MI WNW FROM PEMBROKE. EB1638'2.4 MILES NORTHWEST ALONG U.S. 74 FROM N.C. 710 CROSSROAD WEST EB1638'OF PEMBROKE, ON GROUNDS OF WHITE HILL CHURCH AND 10 FEET SOUTHWEST EB1638'OF SOUTHWEST END OF OUTDOOR BULLETIN BOARD, 33.5 FEET NORTHEAST EB1638'OF CENTERLINE OF U.S. 74, 30.0 FEET SOUTHEAST OF EAST END OF EB1638'DRIVEWAY CULVERT, 34.2 FEET SOUTH OF POWER POLE 811 WITH REFERENCE EB1638'TAG, 96.9 FEET WEST OF POWER POLE 813 WITH LIGHT AND REFERENCE EB1638'TAG AND 149.3 FEET SOUTH-SOUTHEAST OF 20 INCH PINE WITH REFERENCE EB1638'TAG. EB1638 EB1638 STATION RECOVERY (1997) EB1638 EB1638'RECOVERY NOTE BY US POWER SQUADRON 1997 EB1638'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4025 *********************************************************************** EB4025 DESIGNATION - WIDE EB4025 PID - EB4025 EB4025 STATE/COUNTY- NC/ROBESON EB4025 USGS QUAD - NORTHWEST LUMBERTON (1982) EB4025 EB4025 *CURRENT SURVEY CONTROL EB4025 ___________________________________________________________________ EB4025* NAD 83(1986)- 34 43 56.24870(N) 079 06 14.45901(W) ADJUSTED EB4025* NAVD 88 - 51.098 (meters) 167.64 (feet) ADJUSTED EB4025 ___________________________________________________________________ EB4025 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EB4025 GEOID HEIGHT- -33.39 (meters) GEOID03 EB4025 DYNAMIC HT - 51.050 (meters) 167.49 (feet) COMP EB4025 MODELED GRAV- 979,691.2 (mgal) NAVD 88 EB4025 EB4025 HORZ ORDER - SECOND EB4025 VERT ORDER - SECOND CLASS II EB4025 EB4025.The North Carolina HARNS have been completed but, EB4025.due to contractual restrictions, coordinates for these stations EB4025.will NOT be published in the near future. In the interim, the EB4025.published coordinates in North Carolina will not be EB4025.consistent with the Continuously Operating Reference Stations EB4025.(CORS). The HARN coordinates for these stations are available EB4025.upon request. Contact Gary Thompson(919-733-3836). EB4025. EB4025.In addition, the published North Carolina positions EB4025.(NAD 83 (1986)) are NOT consistent with those determined in EB4025.adjacent state readjustments. The discontinuity between stations EB4025.located in North Carolina and those in adjacent states EB4025.which have been adjusted to the HARN may be as much as 5 EB4025.decimeters. This will result in a significant loss of accuracy EB4025.over lines crossing such state borders. EB4025 EB4025 EB4025.The horizontal coordinates were established by classical geodetic methods EB4025.and adjusted by the National Geodetic Survey in April 1991. EB4025 EB4025.The orthometric height was determined by differential leveling EB4025.and adjusted by the National Geodetic Survey in October 1999. EB4025 EB4025.The Laplace correction was computed from DEFLEC99 derived deflections. EB4025 EB4025.The geoid height was determined by GEOID03. EB4025 EB4025.The dynamic height is computed by dividing the NAVD 88 EB4025.geopotential number by the normal gravity value computed on the EB4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB4025.degrees latitude (g = 980.6199 gals.). EB4025 EB4025.The modeled gravity was interpolated from observed gravity values. EB4025 EB4025; North East Units Scale Factor Converg. EB4025;SPC NC - 108,971.615 600,075.759 MT 0.99991342 -0 03 36.1 EB4025;SPC NC - 357,517.71 1,968,748.55 sFT 0.99991342 -0 03 36.1 EB4025;UTM 17 - 3,844,992.530 673,584.438 MT 0.99997139 +1 04 49.8 EB4025 EB4025! - Elev Factor x Scale Factor = Combined Factor EB4025!SPC NC - 0.99999722 x 0.99991342 = 0.99991064 EB4025!UTM 17 - 0.99999722 x 0.99997139 = 0.99996861 EB4025 EB4025 SUPERSEDED SURVEY CONTROL EB4025 EB4025 NGVD 29 (04/22/91) 51.4 (m) 169. (f) VERT ANG EB4025 EB4025.Superseded values are not recommended for survey control. EB4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4025.See file dsdata.txt to determine how the superseded data were derived. EB4025 EB4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7358444993(NAD 83) EB4025_MARKER: DH = HORIZONTAL CONTROL DISK EB4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4025_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4025_STAMPING: WIDE 1977 EB4025_MARK LOGO: NCGS EB4025_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4025+STABILITY: SURFACE MOTION EB4025 EB4025 HISTORY - Date Condition Report By EB4025 HISTORY - 1977 MONUMENTED NCGS EB4025 HISTORY - 19881228 GOOD NCGS EB4025 EB4025 STATION DESCRIPTION EB4025 EB4025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4025'THE STATION IS LOCATED APPROXIMATELY 9.3 MILES NORTHWEST OF LUMBERTON EB4025'AND 7.2 MILES SOUTHEAST OF RED SPRINGS. EB4025' EB4025'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE EB4025'IN RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 7.4 MILES TO EB4025'STATION IN LEFT SHOULDER AT MERGE POINT WITH A LARGE DITCH LEADING EB4025'ACROSS FIELD AND 0.35 MILE NORTHWEST OF T INTERSECTION WITH SR 1515 EB4025'LEADING SOUTHWEST. EB4025' EB4025'STATION MARK IS A STANDARD DISK STAMPED---WIDE 1977---SET IN THE TOP EB4025'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB4025'THE MARK IS 25.4 FEET EAST-NORTHEAST OF CENTERLINE OF NC 211, 15.5 EB4025'FEET SOUTHWEST OF EASTERNMOST END OF A CULVERT UNDER NC 211 AND 47.9 EB4025'FEET NORTHEAST OF A REFLECTOR SIGN POST WITH A REFERENCE TAG. EB4025 EB4025 STATION RECOVERY (1988) EB4025 EB4025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA) EB4025'STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHWEST OF LUMBERTON AND EB4025'7.2 MI (11.6 KM) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (FOURTH EB4025'AVENUE) FOR 7.4 MI (11.9 KM) SOUTHEAST FROM MAIN STREET, IN LEFT EB4025'SHOULDER AT MERGE POINT WITH A LARGE DITCH LEADING ACROSS A FIELD, AND EB4025'0.35 MI (0.56 KM) NORTHWEST OF T-INTERSECTION WITH SR 1515 LEADING EB4025'SOUTHWEST. MARK IS 1-FOOT BELOW ROAD AND RECESSED 6 INCHES BELOW EB4025'GROUND. LOCATED 25.4 FT (7.7 M) EAST-NORTHEAST OF CENTERLINE OF NC EB4025'211, 15.5 FT (4.7 M) SOUTHWEST OF NORTHEAST END OF CULVERT UNDER NC EB4025'211. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2521 *********************************************************************** EB2521 DESIGNATION - WILFORD EB2521 PID - EB2521 EB2521 STATE/COUNTY- NC/ROBESON EB2521 USGS QUAD - NORTHEAST LUMBERTON (1986) EB2521 EB2521 *CURRENT SURVEY CONTROL EB2521 ___________________________________________________________________ EB2521* NAD 83(1986)- 34 37 55.36920(N) 078 57 45.91632(W) ADJUSTED EB2521* NAVD 88 - 46.6 (meters) 153. (feet) VERTCON EB2521 ___________________________________________________________________ EB2521 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EB2521 GEOID HEIGHT- -34.06 (meters) GEOID03 EB2521 EB2521 HORZ ORDER - SECOND EB2521 EB2521.The North Carolina HARNS have been completed but, EB2521.due to contractual restrictions, coordinates for these stations EB2521.will NOT be published in the near future. In the interim, the EB2521.published coordinates in North Carolina will not be EB2521.consistent with the Continuously Operating Reference Stations EB2521.(CORS). The HARN coordinates for these stations are available EB2521.upon request. Contact Gary Thompson(919-733-3836). EB2521. EB2521.In addition, the published North Carolina positions EB2521.(NAD 83 (1986)) are NOT consistent with those determined in EB2521.adjacent state readjustments. The discontinuity between stations EB2521.located in North Carolina and those in adjacent states EB2521.which have been adjusted to the HARN may be as much as 5 EB2521.decimeters. This will result in a significant loss of accuracy EB2521.over lines crossing such state borders. EB2521 EB2521 EB2521.The horizontal coordinates were established by classical geodetic methods EB2521.and adjusted by the National Geodetic Survey in July 1986. EB2521 EB2521.The NAVD 88 height was computed by applying the VERTCON shift value to EB2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2521 EB2521.The Laplace correction was computed from DEFLEC99 derived deflections. EB2521 EB2521.The geoid height was determined by GEOID03. EB2521 EB2521; North East Units Scale Factor Converg. EB2521;SPC NC - 97,847.556 613,016.204 MT 0.99993067 +0 01 17.4 EB2521;SPC NC - 321,021.52 2,011,204.00 sFT 0.99993067 +0 01 17.4 EB2521;UTM 17 - 3,834,126.956 686,744.408 MT 1.00002985 +1 09 29.2 EB2521 EB2521! - Elev Factor x Scale Factor = Combined Factor EB2521!SPC NC - 0.99999803 x 0.99993067 = 0.99992870 EB2521!UTM 17 - 0.99999803 x 1.00002985 = 1.00002788 EB2521 EB2521: Primary Azimuth Mark Grid Az EB2521:SPC NC - CURLEY 161 57 27.6 EB2521:UTM 17 - CURLEY 160 49 15.8 EB2521 EB2521|---------------------------------------------------------------------| EB2521| PID Reference Object Distance Geod. Az | EB2521| dddmmss.s | EB2521| EB2491 CURLEY APPROX. 1.4 KM 1615845.0 | EB2521|---------------------------------------------------------------------| EB2521 EB2521 SUPERSEDED SURVEY CONTROL EB2521 EB2521 NAD 27 - 34 37 54.77807(N) 078 57 46.80042(W) AD( ) 2 EB2521 NGVD 29 (07/19/86) 46.9 (m) 154. (f) VERT ANG EB2521 EB2521.Superseded values are not recommended for survey control. EB2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2521.See file dsdata.txt to determine how the superseded data were derived. EB2521 EB2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8674434127(NAD 83) EB2521_MARKER: DE = TRAVERSE STATION DISK EB2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2521_STAMPING: WILFORD 1965 EB2521_MARK LOGO: NCGS EB2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2521+STABILITY: SURFACE MOTION EB2521 EB2521 HISTORY - Date Condition Report By EB2521 HISTORY - 1965 MONUMENTED NCGS EB2521 HISTORY - 1977 GOOD NCGS EB2521 EB2521 STATION DESCRIPTION EB2521 EB2521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2521'WILFORD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2521'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2521' EB2521'WILFORD IS 2.7 MILES ENE OF LUMBERTON. LOCATED 0.4 MILES EB2521'S ALONG SR 2110 FROM NC 41. 0.9 MILES N OF SR 2104. 0.1 EB2521'MILE N OF T INTERSECTION OF SR 2113 AND SR 2110. AND ON THE EB2521'W SHOULDER OF SR 2110. EB2521' EB2521'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2521'WILFORD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2521'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EB2521' EB2521'MARK IS EB2521' EB2521'15.9 FT W OF C/L OF SR 2110 EB2521' EB2521'7.0 FT E OF C/L OF DITCH EB2521' EB2521'97.0 FT N OF 5 INCH MAPLE WITH ALUMINUM REF. TAG. EB2521' EB2521'179.0 FT N OF PP 5-6 WITH ALUMINUM REF. TAG. EB2521' EB2521'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2521 EB2521 STATION RECOVERY (1977) EB2521 EB2521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB2521'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB2521'EXCEPT FOR THE FOLLOWING CORRECTIONS. EB2521' EB2521'26.4 FEET EAST-SOUTHEAST OF A 14 INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 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 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 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). EB4026. EB4026.In addition, the published North 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 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;SPC NC - 395,241.56 1,952,594.50 sFT 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. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1653 *********************************************************************** EB1653 DESIGNATION - WILLARD EB1653 PID - EB1653 EB1653 STATE/COUNTY- NC/ROBESON EB1653 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB1653 EB1653 *CURRENT SURVEY CONTROL EB1653 ___________________________________________________________________ EB1653* NAD 83(1986)- 34 35 31.01936(N) 079 04 18.92968(W) ADJUSTED EB1653* NAVD 88 - 44.421 (meters) 145.74 (feet) ADJUSTED EB1653 ___________________________________________________________________ EB1653 LAPLACE CORR- -5.73 (seconds) DEFLEC99 EB1653 GEOID HEIGHT- -33.72 (meters) GEOID03 EB1653 DYNAMIC HT - 44.378 (meters) 145.60 (feet) COMP EB1653 MODELED GRAV- 979,666.4 (mgal) NAVD 88 EB1653 EB1653 HORZ ORDER - SECOND EB1653 VERT ORDER - SECOND CLASS I EB1653 EB1653.The North Carolina HARNS have been completed but, EB1653.due to contractual restrictions, coordinates for these stations EB1653.will NOT be published in the near future. In the interim, the EB1653.published coordinates in North Carolina will not be EB1653.consistent with the Continuously Operating Reference Stations EB1653.(CORS). The HARN coordinates for these stations are available EB1653.upon request. Contact Gary Thompson(919-733-3836). EB1653. EB1653.In addition, the published North Carolina positions EB1653.(NAD 83 (1986)) are NOT consistent with those determined in EB1653.adjacent state readjustments. The discontinuity between stations EB1653.located in North Carolina and those in adjacent states EB1653.which have been adjusted to the HARN may be as much as 5 EB1653.decimeters. This will result in a significant loss of accuracy EB1653.over lines crossing such state borders. EB1653 EB1653 EB1653.The horizontal coordinates were established by classical geodetic methods EB1653.and adjusted by the National Geodetic Survey in April 1991. EB1653 EB1653.The orthometric height was determined by differential leveling EB1653.and adjusted by the National Geodetic Survey in June 1991. EB1653 EB1653.The Laplace correction was computed from DEFLEC99 derived deflections. EB1653 EB1653.The geoid height was determined by GEOID03. EB1653 EB1653.The dynamic height is computed by dividing the NAVD 88 EB1653.geopotential number by the normal gravity value computed on the EB1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1653.degrees latitude (g = 980.6199 gals.). EB1653 EB1653.The modeled gravity was interpolated from observed gravity values. EB1653 EB1653; North East Units Scale Factor Converg. EB1653;SPC NC - 93,401.477 603,003.305 MT 0.99993842 -0 02 29.4 EB1653;SPC NC - 306,434.68 1,978,353.34 sFT 0.99993842 -0 02 29.4 EB1653;UTM 17 - 3,829,482.812 676,820.942 MT 0.99998538 +1 05 41.7 EB1653 EB1653! - Elev Factor x Scale Factor = Combined Factor EB1653!SPC NC - 0.99999832 x 0.99993842 = 0.99993674 EB1653!UTM 17 - 0.99999832 x 0.99998538 = 0.99998370 EB1653 EB1653 SUPERSEDED SURVEY CONTROL EB1653 EB1653 NGVD 29 (10/06/93) 44.697 (m) 146.64 (f) ADJUSTED 2 1 EB1653 EB1653.Superseded values are not recommended for survey control. EB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1653.See file dsdata.txt to determine how the superseded data were derived. EB1653 EB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7682129483(NAD 83) EB1653_MARKER: DE = TRAVERSE STATION DISK EB1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1653_SP_SET: CONCRETE POST EB1653_STAMPING: WILLARD 1977 EB1653_MARK LOGO: NCGS EB1653_PROJECTION: RECESSED 3 CENTIMETERS EB1653_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1653+STABILITY: SURFACE MOTION EB1653 EB1653 HISTORY - Date Condition Report By EB1653 HISTORY - 1977 MONUMENTED NCGS EB1653 HISTORY - 1978 GOOD NCGS EB1653 HISTORY - 19890606 GOOD NCGS EB1653 EB1653 STATION DESCRIPTION EB1653 EB1653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1653'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES WEST-SOUTHWEST OF EB1653'LUMBERTON. EB1653' EB1653'TO REACH STATION FROM US 74 OVERPASS OF I 95 WEST OF LUMBERTON, EB1653'PROCEED EAST ALONG US 74 FOR 1.95 MILES TO STATION ON LEFT AT THE EB1653'DRIVE TO A FARM RESIDENCE APPROXIMATELY 250 FEET SOUTH OF FARM EB1653'RESIDENCE AND 0.2 MILE NORTHWEST OF CROSSROADS. EB1653' EB1653'STATION MARK IS A STANDARD DISK STAMPED---WILLARD 1977---SET IN THE EB1653'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW GROUND SURFACE. MARK EB1653'IS 64.8 FEET NORTHEAST OF CENTERLINE OF WEST BOUND LANE, 15.2 FEET EB1653'WEST-NORTHWEST OF CENTERLINE OF DIRT DRIVE TO FARM RESIDENCE, 14.7 EB1653'FEET SOUTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 23.1 EB1653'FEET NORTHEAST OF WEST END AND 40.5 FEET NORTHWEST OF EAST END OF EB1653'CULVERT UNDER DIRT DRIVE. EB1653 EB1653 STATION RECOVERY (1978) EB1653 EB1653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1653'4.1 MI SW FROM LUMBERTON. EB1653'TO REACH STATION FROM THE U.S. 74 OVERPASS OF I-95 WEST OF EB1653'LUMBERTON, PROCEED 1.95 MILES EAST ALONG U.S. 74 FROM BRIDGE OVER EB1653'I-95 SOUTHWEST OF LUMBERTON AT THE DIRT DRIVE TO FARM RESIDENCE EB1653'ON LEFT, APPROXIMATELY 250 FEET SOUTH OF THE FARM HOUSE AND 0.2 EB1653'MILE NORTHWEST OF CROSSROADS, 64.8 FEET NORTHEAST OF CENTERLINE EB1653'OF WESTBOUND LANES, 15.7 FEET WEST-NORTHWEST OF CENTERLINE OF EB1653'DIRT DRIVE TO FARM RESIDENCE, 14.7 FEET SOUTHWEST OF POWER POLE EB1653'WITH TRANSFORMER AND REFERENCE TAG, 23.1 FEET NORTHEAST OF WEST EB1653'END AND 40.5 FEET NORTHWEST OF EAST END OF CULVERT UNDER DRIVE. EB1653 EB1653 STATION RECOVERY (1989) EB1653 EB1653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB1653'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2510 *********************************************************************** EB2510 DESIGNATION - WILLIAMS EB2510 PID - EB2510 EB2510 STATE/COUNTY- NC/ROBESON EB2510 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2510 EB2510 *CURRENT SURVEY CONTROL EB2510 ___________________________________________________________________ EB2510* NAD 83(1986)- 34 36 41.27544(N) 078 58 29.40396(W) ADJUSTED EB2510* NAVD 88 - 45.5 (meters) 149. (feet) VERTCON EB2510 ___________________________________________________________________ EB2510 LAPLACE CORR- -4.87 (seconds) DEFLEC99 EB2510 GEOID HEIGHT- -34.04 (meters) GEOID03 EB2510 EB2510 HORZ ORDER - SECOND EB2510 EB2510.The North Carolina HARNS have been completed but, EB2510.due to contractual restrictions, coordinates for these stations EB2510.will NOT be published in the near future. In the interim, the EB2510.published coordinates in North Carolina will not be EB2510.consistent with the Continuously Operating Reference Stations EB2510.(CORS). The HARN coordinates for these stations are available EB2510.upon request. Contact Gary Thompson(919-733-3836). EB2510. EB2510.In addition, the published North Carolina positions EB2510.(NAD 83 (1986)) are NOT consistent with those determined in EB2510.adjacent state readjustments. The discontinuity between stations EB2510.located in North Carolina and those in adjacent states EB2510.which have been adjusted to the HARN may be as much as 5 EB2510.decimeters. This will result in a significant loss of accuracy EB2510.over lines crossing such state borders. EB2510 EB2510 EB2510.The horizontal coordinates were established by classical geodetic methods EB2510.and adjusted by the National Geodetic Survey in July 1986. EB2510 EB2510.The NAVD 88 height was computed by applying the VERTCON shift value to EB2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2510 EB2510.The Laplace correction was computed from DEFLEC99 derived deflections. EB2510 EB2510.The geoid height was determined by GEOID03. EB2510 EB2510; North East Units Scale Factor Converg. EB2510;SPC NC - 95,564.170 611,909.194 MT 0.99993459 +0 00 52.3 EB2510;SPC NC - 313,530.11 2,007,572.08 sFT 0.99993459 +0 00 52.3 EB2510;UTM 17 - 3,831,821.845 685,682.799 MT 1.00002498 +1 09 02.3 EB2510 EB2510! - Elev Factor x Scale Factor = Combined Factor EB2510!SPC NC - 0.99999820 x 0.99993459 = 0.99993279 EB2510!UTM 17 - 0.99999820 x 1.00002498 = 1.00002318 EB2510 EB2510: Primary Azimuth Mark Grid Az EB2510:SPC NC - JAMES 278 12 24.8 EB2510:UTM 17 - JAMES 277 04 14.8 EB2510 EB2510|---------------------------------------------------------------------| EB2510| PID Reference Object Distance Geod. Az | EB2510| dddmmss.s | EB2510| EB2506 ROBINS 434.989 METERS 1234727.7 | EB2510| EB2496 JAMES APPROX. 0.5 KM 2781317.1 | EB2510|---------------------------------------------------------------------| EB2510 EB2510 SUPERSEDED SURVEY CONTROL EB2510 EB2510 NAD 27 - 34 36 40.68252(N) 078 58 30.28722(W) AD( ) 2 EB2510 NGVD 29 (07/19/86) 45.8 (m) 150. (f) VERT ANG EB2510 EB2510.Superseded values are not recommended for survey control. EB2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2510.See file dsdata.txt to determine how the superseded data were derived. EB2510 EB2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8568331822(NAD 83) EB2510_MARKER: DE = TRAVERSE STATION DISK EB2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2510_STAMPING: WILLIAMS 1965 EB2510_MARK LOGO: NCGS EB2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2510+STABILITY: SURFACE MOTION EB2510 EB2510 HISTORY - Date Condition Report By EB2510 HISTORY - 1965 MONUMENTED NCGS EB2510 HISTORY - 1981 MARK NOT FOUND USGS EB2510 HISTORY - 19950522 MARK NOT FOUND USPSQD EB2510 EB2510 STATION DESCRIPTION EB2510 EB2510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2510'WILLIAMS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2510'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2510' EB2510'WILLIAMS IS 2.0 MILES ESE OF LUMBERTON. LOCATED 0.4 MILES EB2510'E ALONG SR 2112 FROM INTERSECTION OF U.S. 74 AND NC 211 EB2510'BYPASS. 0.2 MILES NW OF SR 2114. IN CURVE OF SR 2112. IN EB2510'FRONT YARD OF MR. WILLIAMS RESIDENCE. ON N SIDE OF SR 2112 AND IN EB2510'EDGE OF FLOWER BED. EB2510' EB2510'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2510'WILLIAMS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2510'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2510' EB2510'MARK IS EB2510' EB2510'25.2 FT N OF C/L OF SR 2112 EB2510' EB2510'20.2 FT W OF 16 INCH OAK EB2510' EB2510'13.0 FT S OF 30 INCH OAK EB2510' EB2510'24.3 FT S OF SE CORNER OF HOUSE EB2510' EB2510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2510 EB2510 STATION RECOVERY (1981) EB2510 EB2510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2510'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2510 EB2510 STATION RECOVERY (1995) EB2510 EB2510'RECOVERY NOTE BY US POWER SQUADRON 1995 EB2510'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2511 *********************************************************************** EB2511 DESIGNATION - WILTON EB2511 PID - EB2511 EB2511 STATE/COUNTY- NC/ROBESON EB2511 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2511 EB2511 *CURRENT SURVEY CONTROL EB2511 ___________________________________________________________________ EB2511* NAD 83(1986)- 34 35 55.27471(N) 078 58 46.05747(W) ADJUSTED EB2511* NAVD 88 - 45.6 (meters) 150. (feet) VERTCON EB2511 ___________________________________________________________________ EB2511 LAPLACE CORR- -4.87 (seconds) DEFLEC99 EB2511 GEOID HEIGHT- -34.04 (meters) GEOID03 EB2511 EB2511 HORZ ORDER - SECOND EB2511 EB2511.The North Carolina HARNS have been completed but, EB2511.due to contractual restrictions, coordinates for these stations EB2511.will NOT be published in the near future. In the interim, the EB2511.published coordinates in North Carolina will not be EB2511.consistent with the Continuously Operating Reference Stations EB2511.(CORS). The HARN coordinates for these stations are available EB2511.upon request. Contact Gary Thompson(919-733-3836). EB2511. EB2511.In addition, the published North Carolina positions EB2511.(NAD 83 (1986)) are NOT consistent with those determined in EB2511.adjacent state readjustments. The discontinuity between stations EB2511.located in North Carolina and those in adjacent states EB2511.which have been adjusted to the HARN may be as much as 5 EB2511.decimeters. This will result in a significant loss of accuracy EB2511.over lines crossing such state borders. EB2511 EB2511 EB2511.The horizontal coordinates were established by classical geodetic methods EB2511.and adjusted by the National Geodetic Survey in July 1986. EB2511 EB2511.The NAVD 88 height was computed by applying the VERTCON shift value to EB2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2511 EB2511.The Laplace correction was computed from DEFLEC99 derived deflections. EB2511 EB2511.The geoid height was determined by GEOID03. EB2511 EB2511; North East Units Scale Factor Converg. EB2511;SPC NC - 94,146.659 611,485.231 MT 0.99993708 +0 00 42.7 EB2511;SPC NC - 308,879.50 2,006,181.13 sFT 0.99993708 +0 00 42.7 EB2511;UTM 17 - 3,830,396.082 685,286.987 MT 1.00002317 +1 08 51.5 EB2511 EB2511! - Elev Factor x Scale Factor = Combined Factor EB2511!SPC NC - 0.99999818 x 0.99993708 = 0.99993526 EB2511!UTM 17 - 0.99999818 x 1.00002317 = 1.00002135 EB2511 EB2511: Primary Azimuth Mark Grid Az EB2511:SPC NC - PLANT 178 14 27.0 EB2511:UTM 17 - PLANT 177 06 18.2 EB2511 EB2511|---------------------------------------------------------------------| EB2511| PID Reference Object Distance Geod. Az | EB2511| dddmmss.s | EB2511| EB2503 PLANT 493.182 METERS 1781509.7 | EB2511|---------------------------------------------------------------------| EB2511 EB2511 SUPERSEDED SURVEY CONTROL EB2511 EB2511 NAD 27 - 34 35 54.68076(N) 078 58 46.94097(W) AD( ) 2 EB2511 NGVD 29 (07/19/86) 45.9 (m) 151. (f) VERT ANG EB2511 EB2511.Superseded values are not recommended for survey control. EB2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2511.See file dsdata.txt to determine how the superseded data were derived. EB2511 EB2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8528730396(NAD 83) EB2511_MARKER: DE = TRAVERSE STATION DISK EB2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2511_STAMPING: WILTON 1965 EB2511_MARK LOGO: NCGS EB2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2511+STABILITY: SURFACE MOTION EB2511 EB2511 HISTORY - Date Condition Report By EB2511 HISTORY - 1965 MONUMENTED NCGS EB2511 HISTORY - 1981 MARK NOT FOUND USGS EB2511 HISTORY - 19970426 MARK NOT FOUND USPSQD EB2511 EB2511 STATION DESCRIPTION EB2511 EB2511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2511'WILTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2511'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2511' EB2511'WILTON IS 2.25 MILES SE OF LUMBERTON. LOCATED 0.9 MILES S EB2511'ALONG U.S. 74 FROM INTERSECTION OF NC 211 BYPASS AND EB2511'U.S. 74. 0.6 MILES N OF BRIDGE OVER LUMBER RIVER. 0.1 MILE S EB2511'OF RR CROSSING AND ON W SHOULDER OF U.S. 74. EB2511' EB2511'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2511'WILTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2511'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EB2511' EB2511'MARK IS EB2511' EB2511'15.0 FT W OF C/L OF U.S. 74 EB2511' EB2511'55.4 FT W OF 16 INCH PINE ON E SIDE OF U.S. 74 WITH ALUMINUM EB2511'REF. TAG. EB2511' EB2511'12.0 FT E OF C/L OF ROAD DITCH EB2511' EB2511'117.4 FT S OF TP 21 WITH ALUMINUM REF. TAG. EB2511' EB2511'500.0 FT S OF RR CROSSING. EB2511' EB2511'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2511 EB2511 STATION RECOVERY (1981) EB2511 EB2511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2511'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2511 EB2511 STATION RECOVERY (1997) EB2511 EB2511'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2511'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1639 *********************************************************************** EB1639 DESIGNATION - WYE EB1639 PID - EB1639 EB1639 STATE/COUNTY- NC/ROBESON EB1639 USGS QUAD - MAXTON (1982) EB1639 EB1639 *CURRENT SURVEY CONTROL EB1639 ___________________________________________________________________ EB1639* NAD 83(1986)- 34 41 11.39102(N) 079 15 32.56094(W) ADJUSTED EB1639* NAVD 88 - 49.898 (meters) 163.71 (feet) ADJUSTED EB1639 ___________________________________________________________________ EB1639 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EB1639 GEOID HEIGHT- -32.95 (meters) GEOID03 EB1639 DYNAMIC HT - 49.851 (meters) 163.55 (feet) COMP EB1639 MODELED GRAV- 979,692.3 (mgal) NAVD 88 EB1639 EB1639 HORZ ORDER - SECOND EB1639 VERT ORDER - SECOND CLASS I EB1639 EB1639.The North Carolina HARNS have been completed but, EB1639.due to contractual restrictions, coordinates for these stations EB1639.will NOT be published in the near future. In the interim, the EB1639.published coordinates in North Carolina will not be EB1639.consistent with the Continuously Operating Reference Stations EB1639.(CORS). The HARN coordinates for these stations are available EB1639.upon request. Contact Gary Thompson(919-733-3836). EB1639. EB1639.In addition, the published North Carolina positions EB1639.(NAD 83 (1986)) are NOT consistent with those determined in EB1639.adjacent state readjustments. The discontinuity between stations EB1639.located in North Carolina and those in adjacent states EB1639.which have been adjusted to the HARN may be as much as 5 EB1639.decimeters. This will result in a significant loss of accuracy EB1639.over lines crossing such state borders. EB1639 EB1639 EB1639.The horizontal coordinates were established by classical geodetic methods EB1639.and adjusted by the National Geodetic Survey in April 1991. EB1639 EB1639.The orthometric height was determined by differential leveling EB1639.and adjusted by the National Geodetic Survey in June 1991. EB1639 EB1639.The Laplace correction was computed from DEFLEC99 derived deflections. EB1639 EB1639.The geoid height was determined by GEOID03. EB1639 EB1639.The dynamic height is computed by dividing the NAVD 88 EB1639.geopotential number by the normal gravity value computed on the EB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1639.degrees latitude (g = 980.6199 gals.). EB1639 EB1639.The modeled gravity was interpolated from observed gravity values. EB1639 EB1639; North East Units Scale Factor Converg. EB1639;SPC NC - 103,917.867 585,865.569 MT 0.99992092 -0 08 58.2 EB1639;SPC NC - 340,937.20 1,922,127.29 sFT 0.99992092 -0 08 58.2 EB1639;UTM 17 - 3,839,656.813 659,477.301 MT 0.99991348 +0 59 27.5 EB1639 EB1639! - Elev Factor x Scale Factor = Combined Factor EB1639!SPC NC - 0.99999734 x 0.99992092 = 0.99991826 EB1639!UTM 17 - 0.99999734 x 0.99991348 = 0.99991082 EB1639 EB1639 SUPERSEDED SURVEY CONTROL EB1639 EB1639 NGVD 29 (10/06/93) 50.181 (m) 164.64 (f) ADJUSTED 2 1 EB1639 EB1639.Superseded values are not recommended for survey control. EB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1639.See file dsdata.txt to determine how the superseded data were derived. EB1639 EB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5947739657(NAD 83) EB1639_MARKER: DE = TRAVERSE STATION DISK EB1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1639_SP_SET: CONCRETE POST EB1639_STAMPING: WYE 1977 EB1639_MARK LOGO: NCGS EB1639_PROJECTION: RECESSED 8 CENTIMETERS EB1639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1639+STABILITY: SURFACE MOTION EB1639 EB1639 HISTORY - Date Condition Report By EB1639 HISTORY - 1977 MONUMENTED NCGS EB1639 HISTORY - 1978 GOOD NCGS EB1639 HISTORY - 19951118 MARK NOT FOUND USPSQD EB1639 EB1639 STATION DESCRIPTION EB1639 EB1639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB1639'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTH-SOUTHWEST OF EB1639'REDBANKS AND 3.9 MILES WEST OF PEMBROKE. EB1639' EB1639'TO REACH STATION FROM US 74 AND NC 710 CROSSROAD WEST OF PEMBROKE, EB1639'PROCEED NORTHWEST ALONG US 74 FOR 1.6 MILES TO STATION IN RIGHT EB1639'SHOULDER, APPROXIMATELY 400 FEET SOUTHEAST OF Y INTERSECTION WITH SR EB1639'1373 AND DIRECTLY ACROSS HIGHWAY FROM A RESIDENCE WITH A LARGE BELL IN EB1639'THE YARD. EB1639' EB1639'STATION MARK IS A STANDARD DISK STAMPED---WYE 1977---SET IN THE TOP EB1639'OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EB1639'THE MARK IS 24.1 FEET NORTHEAST OF CENTERLINE OF US 74, 31.3 FEET EB1639'SOUTHWEST OF CENTERLINE OF SR 1373, 165.0 FEET WEST-NORTHWEST OF POWER EB1639'POLE WITH TRANSFORMER AND WITH REFERENCE TAG, 192.8 FEET SOUTHEAST OF EB1639'SIGN POST WITH REFERENCE TAG, 13.4 FEET SOUTHWEST OF METAL SIGN AND EB1639'4.1 FEET SOUTHEAST OF A MAILBOX POST WITH REFERENCE TAG. EB1639 EB1639 STATION RECOVERY (1978) EB1639 EB1639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1639'3.9 MI WEST FROM PEMBROKE. EB1639'1.6 MILES NORTHWEST ALONG U.S. 74 FROM N.C. 710 CROSSROAD WEST OF EB1639'PEMBROKE, ON RIGHT IN SHOULDER AT A MAILBOX, DIRECTLY ACROSS EB1639'HIGHWAY FROM A FRAME RESIDENCE WITH LARGE BELL IN YARD AND EB1639'APPROXIMATELY 400 FEET SOUTHEAST OF Y INTERSECTION WITH SR 1373, EB1639'24.1 FEET NORTHEAST OF CENTERLINE OF U.S. 74, 31.3 FEET SOUTHWEST EB1639'OF CENTERLINE OF SR 1373, 4.1 FEET SOUTHEAST OF MAILBOX POST WITH EB1639'REFERENCE TAG, 13.4 FEET SOUTHWEST OF METAL SIGN, 165.0 FEET EB1639'WEST-NORTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG EB1639'AND 192.8 FEET SOUTHEAST OF ROAD SIGN POST WITH REFERENCE TAG. EB1639 EB1639 STATION RECOVERY (1995) EB1639 EB1639'RECOVERY NOTE BY US POWER SQUADRON 1995 EB1639'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2512 *********************************************************************** EB2512 DESIGNATION - YVOONNE EB2512 PID - EB2512 EB2512 STATE/COUNTY- NC/ROBESON EB2512 USGS QUAD - SOUTHEAST LUMBERTON (1986) EB2512 EB2512 *CURRENT SURVEY CONTROL EB2512 ___________________________________________________________________ EB2512* NAD 83(1986)- 34 36 24.23258(N) 078 58 50.59360(W) ADJUSTED EB2512* NAVD 88 - 45.6 (meters) 150. (feet) VERTCON EB2512 ___________________________________________________________________ EB2512 LAPLACE CORR- -4.94 (seconds) DEFLEC99 EB2512 GEOID HEIGHT- -34.03 (meters) GEOID03 EB2512 EB2512 HORZ ORDER - SECOND EB2512 EB2512.The North Carolina HARNS have been completed but, EB2512.due to contractual restrictions, coordinates for these stations EB2512.will NOT be published in the near future. In the interim, the EB2512.published coordinates in North Carolina will not be EB2512.consistent with the Continuously Operating Reference Stations EB2512.(CORS). The HARN coordinates for these stations are available EB2512.upon request. Contact Gary Thompson(919-733-3836). EB2512. EB2512.In addition, the published North Carolina positions EB2512.(NAD 83 (1986)) are NOT consistent with those determined in EB2512.adjacent state readjustments. The discontinuity between stations EB2512.located in North Carolina and those in adjacent states EB2512.which have been adjusted to the HARN may be as much as 5 EB2512.decimeters. This will result in a significant loss of accuracy EB2512.over lines crossing such state borders. EB2512 EB2512 EB2512.The horizontal coordinates were established by classical geodetic methods EB2512.and adjusted by the National Geodetic Survey in July 1986. EB2512 EB2512.The NAVD 88 height was computed by applying the VERTCON shift value to EB2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2512 EB2512.The Laplace correction was computed from DEFLEC99 derived deflections. EB2512 EB2512.The geoid height was determined by GEOID03. EB2512 EB2512; North East Units Scale Factor Converg. EB2512;SPC NC - 95,038.910 611,369.480 MT 0.99993550 +0 00 40.1 EB2512;SPC NC - 311,806.82 2,005,801.37 sFT 0.99993550 +0 00 40.1 EB2512;UTM 17 - 3,831,285.941 685,153.559 MT 1.00002256 +1 08 49.8 EB2512 EB2512! - Elev Factor x Scale Factor = Combined Factor EB2512!SPC NC - 0.99999818 x 0.99993550 = 0.99993368 EB2512!UTM 17 - 0.99999818 x 1.00002256 = 1.00002074 EB2512 EB2512: Primary Azimuth Mark Grid Az EB2512:SPC NC - CONE 112 49 13.8 EB2512:UTM 17 - CONE 111 41 04.1 EB2512 EB2512|---------------------------------------------------------------------| EB2512| PID Reference Object Distance Geod. Az | EB2512| dddmmss.s | EB2512| EB2496 JAMES APPROX. 0.6 KM 0030802.7 | EB2512| EB2489 CONE APPROX. 0.9 KM 1124953.9 | EB2512|---------------------------------------------------------------------| EB2512 EB2512 SUPERSEDED SURVEY CONTROL EB2512 EB2512 NAD 27 - 34 36 23.63926(N) 078 58 51.47651(W) AD( ) 2 EB2512 NGVD 29 (07/19/86) 45.9 (m) 151. (f) VERT ANG EB2512 EB2512.Superseded values are not recommended for survey control. EB2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2512.See file dsdata.txt to determine how the superseded data were derived. EB2512 EB2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8515431286(NAD 83) EB2512_MARKER: DE = TRAVERSE STATION DISK EB2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2512_STAMPING: YVOONNE 1965 EB2512_MARK LOGO: NCGS EB2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2512+STABILITY: SURFACE MOTION EB2512 EB2512 HISTORY - Date Condition Report By EB2512 HISTORY - 1965 MONUMENTED NCGS EB2512 HISTORY - 1981 MARK NOT FOUND USGS EB2512 EB2512 STATION DESCRIPTION EB2512 EB2512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC) EB2512'YVOONNE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2512'THE VICINITY OF LUMBERTON, NORTH CAROLINA. EB2512' EB2512'YVOONNE IS 1.8 MILES SE OF LUMBERTON. LOCATED IN SW QUAD OF EB2512'SEABOARD AIR LINE RR AND U.S. 74. 0.4 MILES S OF INTERSECTION EB2512'OF U.S. 74 AND NC 211 BYPASS AND APPROXIMATELY 200 FT SE OF EB2512'YVONNE TILE COMPANY ON U.S. 74. EB2512' EB2512'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2512'YVOONNE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2512'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2512' EB2512'MARK IS EB2512' EB2512'5.5 FT S OF SOUTH RAIL EB2512' EB2512'23.9 FT S OF SIGNAL POST EB2512' EB2512'30.8 FT S OF SIGNAL BOX EB2512' EB2512'50.0 FT NW OF E SIGNAL POST EB2512' EB2512'24.4 FT W OF C/L OF U.S. 74 EB2512' EB2512'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2512 EB2512 STATION RECOVERY (1981) EB2512 EB2512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS) EB2512'THE STATION WAS SEARCHED FOR BUT NOT FOUND.