1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2738 *********************************************************************** FY2738 DESIGNATION - A ROBERTSON FY2738 PID - FY2738 FY2738 STATE/COUNTY- NC/VANCE FY2738 USGS QUAD - KITTRELL (1979) FY2738 FY2738 *CURRENT SURVEY CONTROL FY2738 ___________________________________________________________________ FY2738* NAD 83(1986)- 36 11 03.05413(N) 078 26 51.34748(W) ADJUSTED FY2738* NAVD 88 - 99.3 (meters) 326. (feet) VERTCON FY2738 ___________________________________________________________________ FY2738 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2738 GEOID HEIGHT- -32.75 (meters) GEOID03 FY2738 FY2738 HORZ ORDER - SECOND FY2738 FY2738.The North Carolina HARNS have been completed but, FY2738.due to contractual restrictions, coordinates for these stations FY2738.will NOT be published in the near future. In the interim, the FY2738.published coordinates in North Carolina will not be FY2738.consistent with the Continuously Operating Reference Stations FY2738.(CORS). The HARN coordinates for these stations are available FY2738.upon request. Contact Gary Thompson(919-733-3836). FY2738. FY2738.In addition, the published North Carolina positions FY2738.(NAD 83 (1986)) are NOT consistent with those determined in FY2738.adjacent state readjustments. The discontinuity between stations FY2738.located in North Carolina and those in adjacent states FY2738.which have been adjusted to the HARN may be as much as 5 FY2738.decimeters. This will result in a significant loss of accuracy FY2738.over lines crossing such state borders. FY2738 FY2738 FY2738.The horizontal coordinates were established by classical geodetic methods FY2738.and adjusted by the National Geodetic Survey in July 1986. FY2738 FY2738.The NAVD 88 height was computed by applying the VERTCON shift value to FY2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2738 FY2738.The Laplace correction was computed from DEFLEC99 derived deflections. FY2738 FY2738.The geoid height was determined by GEOID03. FY2738 FY2738; North East Units Scale Factor Converg. FY2738;SPC NC - 270,175.503 659,291.872 MT 1.00000494 +0 19 07.8 FY2738;SPC NC - 886,400.80 2,163,026.75 sFT 1.00000494 +0 19 07.8 FY2738;UTM 17 - 4,007,396.712 729,529.152 MT 1.00024918 +1 30 27.2 FY2738 FY2738! - Elev Factor x Scale Factor = Combined Factor FY2738!SPC NC - 0.99998955 x 1.00000494 = 0.99999449 FY2738!UTM 17 - 0.99998955 x 1.00024918 = 1.00023873 FY2738 FY2738: Primary Azimuth Mark Grid Az FY2738:SPC NC - RED 188 48 53.0 FY2738:UTM 17 - RED 187 37 33.6 FY2738 FY2738|---------------------------------------------------------------------| FY2738| PID Reference Object Distance Geod. Az | FY2738| dddmmss.s | FY2738| FY2050 RED APPROX. 3.3 KM 1890800.8 | FY2738| FY2047 PULLEY 470.487 METERS 3415628.5 | FY2738|---------------------------------------------------------------------| FY2738 FY2738 SUPERSEDED SURVEY CONTROL FY2738 FY2738 NAD 27 - 36 11 02.51751(N) 078 26 52.35218(W) AD( ) 2 FY2738 NGVD 29 (07/19/86) 99.6 (m) 327. (f) VERT ANG FY2738 FY2738.Superseded values are not recommended for survey control. FY2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2738.See file dsdata.txt to determine how the superseded data were derived. FY2738 FY2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2952907397(NAD 83) FY2738_MARKER: DE = TRAVERSE STATION DISK FY2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2738_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2738_STAMPING: A ROBERTSON 1976 FY2738_MARK LOGO: NCGS FY2738_MAGNETIC: N = NO MAGNETIC MATERIAL FY2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2738+STABILITY: SURFACE MOTION FY2738 FY2738 HISTORY - Date Condition Report By FY2738 HISTORY - 1976 MONUMENTED NCGS FY2738 HISTORY - 20050507 MARK NOT FOUND GEOCAC FY2738 FY2738 STATION DESCRIPTION FY2738 FY2738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2738'A ROBERTSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2738'APPROXIMATELY 2.8 MILES SOUTH OF KITTRELL AND 5.4 MILES NORTH OF FY2738'FRANKLINTON (FRANKLIN CO.), NORTH CAROLINA. FY2738' FY2738'TO REACH STATION FROM THE INTERSECTION OF US 1 WITH SR 1105 (OXFORD RD FY2738') IN KITTRELL, PROCEED SOUTHERLY ALONG US 1 FOR 2.7 MILES TO STATION FY2738'ON THE RIGHT, APPROXIMATELY 75 FEET SOUTH OF A DIRT DRIVEWAY LEADING FY2738'WEST TO T. E. ROBERTSONS MOBILE HOME, AND 0.45 MILE SOUTH OF FY2738'INTERSECTION WITH SR 1100 AND SR 1555. FY2738' FY2738'STATION MARK IS A STANDARD BRASS DISK, STAMPED---A ROBERTSON 1976---, FY2738'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH FY2738'THE SURFACE OF THE GROUND. THE MARK IS 33.2 FEET WEST OF THE FY2738'CENTERLINE OF US 1, 58.2 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT, FY2738'58.4 FEET SOUTH-SOUTHEAST OF CENTER OF TOP OF TELEPHONE PEDESTAL, FY2738'117.3 FEET SOUTH-SOUTHWEST OF 36 INCH OAK WITH ALUMINUM TAG, AND 122.5 FY2738'FEET WEST-NORTHWEST OF 6 INCH PINE WITH ALUMINUM TAG. FY2738'DECEMBER 1979-DISK GONE, STEM INTACT, STATION USABLE. FY2738 FY2738 STATION RECOVERY (2005) FY2738 FY2738'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2738'NOT FOUND. AREA HAS BEEN DISTURBED BY ROAD CONSTRUCTION AND FY2738'INSTALLATION OF BURIED FIBER OPTIC CABLE. FY2738' FY2738' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2511 *********************************************************************** FY2511 DESIGNATION - AIRWAY BEACON 47 FY2511 PID - FY2511 FY2511 STATE/COUNTY- NC/VANCE FY2511 USGS QUAD - SOUTH HILL SE (1990) FY2511 FY2511 *CURRENT SURVEY CONTROL FY2511 ___________________________________________________________________ FY2511* NAD 83(1986)- 36 32 51.16041(N) 078 03 26.88217(W) ADJUSTED FY2511* NAVD 88 - FY2511 ___________________________________________________________________ FY2511 LAPLACE CORR- -3.29 (seconds) DEFLEC99 FY2511 GEOID HEIGHT- -33.26 (meters) GEOID03 FY2511 FY2511 HORZ ORDER - THIRD FY2511 FY2511.The North Carolina HARNS have been completed but, FY2511.due to contractual restrictions, coordinates for these stations FY2511.will NOT be published in the near future. In the interim, the FY2511.published coordinates in North Carolina will not be FY2511.consistent with the Continuously Operating Reference Stations FY2511.(CORS). The HARN coordinates for these stations are available FY2511.upon request. Contact Gary Thompson(919-733-3836). FY2511. FY2511.In addition, the published North Carolina positions FY2511.(NAD 83 (1986)) are NOT consistent with those determined in FY2511.adjacent state readjustments. The discontinuity between stations FY2511.located in North Carolina and those in adjacent states FY2511.which have been adjusted to the HARN may be as much as 5 FY2511.decimeters. This will result in a significant loss of accuracy FY2511.over lines crossing such state borders. FY2511 FY2511 FY2511.The horizontal coordinates were established by classical geodetic methods FY2511.and adjusted by the National Geodetic Survey in July 1986. FY2511 FY2511 FY2511.The Laplace correction was computed from DEFLEC99 derived deflections. FY2511 FY2511.The geoid height was determined by GEOID03. FY2511 FY2511; North East Units Scale Factor Converg. FY2511;SPC NC - 310,761.330 694,001.695 MT 1.00012860 +0 32 38.4 FY2511;SPC NC - 1,019,556.13 2,276,903.89 sFT 1.00012860 +0 32 38.4 FY2511;SPC VA S - 1,023,865.092 3,539,624.459 MT 1.00004699 +0 16 06.9 FY2511;UTM 17 - 4,048,711.571 763,392.058 MT 1.00045482 +1 45 11.7 FY2511;UTM 18 - 4,049,032.733 226,317.112 MT 1.00052293 -1 49 18.6 FY2511 FY2511 SUPERSEDED SURVEY CONTROL FY2511 FY2511 NAD 27 - 36 32 50.63700(N) 078 03 27.90800(W) AD( ) 3 FY2511 FY2511.Superseded values are not recommended for survey control. FY2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2511.See file dsdata.txt to determine how the superseded data were derived. FY2511 FY2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6339248712(NAD 83) FY2511_MARKER: 22 = AIRWAY BEACON FY2511 FY2511 HISTORY - Date Condition Report By FY2511 HISTORY - 1933 FIRST OBSERVED CGS FY2511 FY2511 STATION DESCRIPTION FY2511 FY2511'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4431 *********************************************************************** FY4431 DESIGNATION - ALBERT FY4431 PID - FY4431 FY4431 STATE/COUNTY- NC/VANCE FY4431 USGS QUAD - MIDDLEBURG (1982) FY4431 FY4431 *CURRENT SURVEY CONTROL FY4431 ___________________________________________________________________ FY4431* NAD 83(1986)- 36 25 53.25198(N) 078 21 00.60198(W) ADJUSTED FY4431* NAVD 88 - 114.7 (meters) 376. (feet) VERTCON FY4431 ___________________________________________________________________ FY4431 LAPLACE CORR- -6.29 (seconds) DEFLEC99 FY4431 GEOID HEIGHT- -32.72 (meters) GEOID03 FY4431 FY4431 HORZ ORDER - SECOND FY4431 FY4431.The North Carolina HARNS have been completed but, FY4431.due to contractual restrictions, coordinates for these stations FY4431.will NOT be published in the near future. In the interim, the FY4431.published coordinates in North Carolina will not be FY4431.consistent with the Continuously Operating Reference Stations FY4431.(CORS). The HARN coordinates for these stations are available FY4431.upon request. Contact Gary Thompson(919-733-3836). FY4431. FY4431.In addition, the published North Carolina positions FY4431.(NAD 83 (1986)) are NOT consistent with those determined in FY4431.adjacent state readjustments. The discontinuity between stations FY4431.located in North Carolina and those in adjacent states FY4431.which have been adjusted to the HARN may be as much as 5 FY4431.decimeters. This will result in a significant loss of accuracy FY4431.over lines crossing such state borders. FY4431 FY4431 FY4431.The horizontal coordinates were established by classical geodetic methods FY4431.and adjusted by the National Geodetic Survey in July 1992. FY4431 FY4431.The NAVD 88 height was computed by applying the VERTCON shift value to FY4431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4431 FY4431.The Laplace correction was computed from DEFLEC99 derived deflections. FY4431 FY4431.The geoid height was determined by GEOID03. FY4431 FY4431; North East Units Scale Factor Converg. FY4431;SPC NC - 297,668.214 667,876.242 MT 1.00008467 +0 22 30.2 FY4431;SPC NC - 976,599.80 2,191,190.64 sFT 1.00008467 +0 22 30.2 FY4431;UTM 17 - 4,035,068.657 737,540.626 MT 1.00029526 +1 34 27.7 FY4431 FY4431! - Elev Factor x Scale Factor = Combined Factor FY4431!SPC NC - 0.99998714 x 1.00008467 = 1.00007181 FY4431!UTM 17 - 0.99998714 x 1.00029526 = 1.00028240 FY4431 FY4431 SUPERSEDED SURVEY CONTROL FY4431 FY4431 NGVD 29 (07/10/92) 115.0 (m) 377. (f) VERT ANG FY4431 FY4431.Superseded values are not recommended for survey control. FY4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4431.See file dsdata.txt to determine how the superseded data were derived. FY4431 FY4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3754135069(NAD 83) FY4431_MARKER: DH = HORIZONTAL CONTROL DISK FY4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4431_SP_SET: CONCRETE POST FY4431_STAMPING: ALBERT 1985 FY4431_MARK LOGO: NCGS FY4431_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4431+STABILITY: SURFACE MOTION FY4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4431+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4431 FY4431 HISTORY - Date Condition Report By FY4431 HISTORY - 1985 MONUMENTED NCGS FY4431 HISTORY - 20050416 GOOD USPSQD FY4431 FY4431 STATION DESCRIPTION FY4431 FY4431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4431'STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) WEST OF MANSON, AND 12.1 KM FY4431'(7.5 MI) NORTH-NORTHEAST OF HENDERSON. FY4431'ALONG SR 1371 (FLEMING ROAD), 4.7 KM (2.9 MI) NORTH FROM I-85 FY4431'OVERPASS, AT ENTRANCE TO WATER AND SEWAGE TREATMENT PLANT, AND GIRL FY4431'SCOUT CAMP. FY4431'STATION IS A STANDARD NCGS DISK STAMPED---ALBERT 1985---, SET INTO THE FY4431'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW FY4431'GROUND. LOCATED 31.39 METERS (103.0 FT) WEST-NORTHWEST FROM THE FY4431'CENTERLINE OF SR 1371, 14.94 METERS (49.0 FT) SOUTH FROM THE FY4431'CENTERLINE OF ENTRANCE ROAD, 25.78 METERS (84.6 FT) WEST FROM THE FY4431'SOUTH END OF ENTRANCE CULVERT, 34.44 METERS (113.0 FT) WEST-SOUTHWEST FY4431'FROM THE NORTH END OF ENTRANCE ROAD CULVERT, 66.66 METERS (218.7 FT) FY4431'EAST-SOUTHEAST FROM THE EAST END OF MOBILE HOME DRIVEWAY CULVERT, FY4431'46.94 METERS (154.0 FT) EAST FROM THE EAST CORNER OF A WELL HOUSE , FY4431'AND 29.41 METERS (96.5 FT) SOUTHWEST FROM A POWER POLE WITH REFERENCE FY4431'TAG. FY4431'MARK IS ABOUT 10 FEET ABOVE ROAD LEVEL. FY4431 FY4431 STATION RECOVERY (2005) FY4431 FY4431'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4431'N 36 25.889 FY4431'W 078 21.010 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4432 *********************************************************************** FY4432 DESIGNATION - ALWIN FY4432 PID - FY4432 FY4432 STATE/COUNTY- NC/VANCE FY4432 USGS QUAD - MIDDLEBURG (1982) FY4432 FY4432 *CURRENT SURVEY CONTROL FY4432 ___________________________________________________________________ FY4432* NAD 83(1986)- 36 27 31.20914(N) 078 19 21.75145(W) ADJUSTED FY4432* NAVD 88 - 135.7 (meters) 445. (feet) VERTCON FY4432 ___________________________________________________________________ FY4432 LAPLACE CORR- -5.81 (seconds) DEFLEC99 FY4432 GEOID HEIGHT- -32.77 (meters) GEOID03 FY4432 FY4432 HORZ ORDER - SECOND FY4432 FY4432.The North Carolina HARNS have been completed but, FY4432.due to contractual restrictions, coordinates for these stations FY4432.will NOT be published in the near future. In the interim, the FY4432.published coordinates in North Carolina will not be FY4432.consistent with the Continuously Operating Reference Stations FY4432.(CORS). The HARN coordinates for these stations are available FY4432.upon request. Contact Gary Thompson(919-733-3836). FY4432. FY4432.In addition, the published North Carolina positions FY4432.(NAD 83 (1986)) are NOT consistent with those determined in FY4432.adjacent state readjustments. The discontinuity between stations FY4432.located in North Carolina and those in adjacent states FY4432.which have been adjusted to the HARN may be as much as 5 FY4432.decimeters. This will result in a significant loss of accuracy FY4432.over lines crossing such state borders. FY4432 FY4432 FY4432.The horizontal coordinates were established by classical geodetic methods FY4432.and adjusted by the National Geodetic Survey in July 1992. FY4432 FY4432.The NAVD 88 height was computed by applying the VERTCON shift value to FY4432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4432 FY4432.The Laplace correction was computed from DEFLEC99 derived deflections. FY4432 FY4432.The geoid height was determined by GEOID03. FY4432 FY4432; North East Units Scale Factor Converg. FY4432;SPC NC - 300,704.329 670,317.995 MT 1.00009460 +0 23 27.3 FY4432;SPC NC - 986,560.79 2,199,201.62 sFT 1.00009460 +0 23 27.3 FY4432;UTM 17 - 4,038,155.901 739,918.762 MT 1.00030924 +1 35 30.2 FY4432 FY4432! - Elev Factor x Scale Factor = Combined Factor FY4432!SPC NC - 0.99998384 x 1.00009460 = 1.00007844 FY4432!UTM 17 - 0.99998384 x 1.00030924 = 1.00029308 FY4432 FY4432: Primary Azimuth Mark Grid Az FY4432:SPC NC - L 36 084 24 09.8 FY4432:UTM 17 - L 36 083 12 06.9 FY4432 FY4432|---------------------------------------------------------------------| FY4432| PID Reference Object Distance Geod. Az | FY4432| dddmmss.s | FY4432| FY0175 L 36 APPROX. 0.6 KM 0844737.1 | FY4432| FY4474 WOODS 358.537 METERS 29440 | FY4432|---------------------------------------------------------------------| FY4432 FY4432 SUPERSEDED SURVEY CONTROL FY4432 FY4432 NGVD 29 (07/10/92) 136.0 (m) 446. (f) VERT ANG FY4432 FY4432.Superseded values are not recommended for survey control. FY4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4432.See file dsdata.txt to determine how the superseded data were derived. FY4432 FY4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3991938156(NAD 83) FY4432_MARKER: DH = HORIZONTAL CONTROL DISK FY4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4432_SP_SET: CONCRETE POST FY4432_STAMPING: ALWIN 1985 FY4432_MARK LOGO: NCGS FY4432_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4432+STABILITY: SURFACE MOTION FY4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4432+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4432 FY4432 HISTORY - Date Condition Report By FY4432 HISTORY - 1985 MONUMENTED NCGS FY4432 HISTORY - 20050416 GOOD USPSQD FY4432 FY4432 STATION DESCRIPTION FY4432 FY4432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4432'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) WEST OF DREWRY, AND 15.8 KM FY4432'(9.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4432'ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 1.2 KM (0.75 MI) WEST FROM FY4432'CROSSROADS IN DREWRY, OR 1.0 KM (0.6 MI) EAST OF SR 1365 INTERSECTION, FY4432'AT WOODS ROAD ENTRANCE TO SOUTH. FY4432'STATION IS A STANDARD NCGS DISK STAMPED---ALWIN 1985---, SET INTO THE FY4432'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4432'LOCATED 9.14 METERS (30.0 FT) SOUTH FROM THE CENTERLINE OF ROAD, 4.3 FY4432'METERS (14 FT) EAST FROM THE CENTERLINE OF WOODS ROAD, 12.37 METERS FY4432'(40.6 FT) EAST FROM A TELEPHONE PEDESTAL (21 S), 28.01 METERS FY4432'(91.9 FT) WEST-NORTHWEST FROM A POWER POLE, AND 2.04 METERS (6.7 FT) FY4432'NORTH-NORTHEAST FROM AN 8-INCH OAK WITH REFERENCE TAG. FY4432'L 36 IS A STANDARD CGS BENCH MARK DISK STAMPED---452.466 L 36 FY4432'1932---SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 15 CM FY4432'ABOVE THE GROUND SURFACE. LOCATED 0.6 KM (0.4 MI) WEST OF CROSSROADS FY4432'IN DREWRY, 11.3 METERS (37 FT) SOUTH OF CENTERLINE OF SR 1366 FY4432'(BULLOCKSVILLE PARK ROAD), 21.34 METERS (70.0 FT) EAST OF THE EAST END FY4432'OF DRIVEWAY CULVERT TO MOBILE HOME, 22.34 METERS (73.3 FT) NORTHWEST FY4432'OF THE NORTHEAST CORNER OF MOBILE HOME, AND 0.30 METERS (1.0 FT) NORTH FY4432'OF A WITNESS POST. FY4432'MARK IS 1 FOOT ABOVE ROAD LEVEL. FY4432 FY4432 STATION RECOVERY (2005) FY4432 FY4432'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4432'N 36 27.522 FY4432'W 078 19.362 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2805 *********************************************************************** FY2805 DESIGNATION - ANDREWS FY2805 PID - FY2805 FY2805 STATE/COUNTY- NC/VANCE FY2805 USGS QUAD - HENDERSON (1982) FY2805 FY2805 *CURRENT SURVEY CONTROL FY2805 ___________________________________________________________________ FY2805* NAD 83(1986)- 36 19 11.14635(N) 078 23 03.21284(W) ADJUSTED FY2805* NAVD 88 - 148.0 (meters) 486. (feet) VERTCON FY2805 ___________________________________________________________________ FY2805 LAPLACE CORR- -6.83 (seconds) DEFLEC99 FY2805 GEOID HEIGHT- -32.77 (meters) GEOID03 FY2805 FY2805 HORZ ORDER - SECOND FY2805 FY2805.The North Carolina HARNS have been completed but, FY2805.due to contractual restrictions, coordinates for these stations FY2805.will NOT be published in the near future. In the interim, the FY2805.published coordinates in North Carolina will not be FY2805.consistent with the Continuously Operating Reference Stations FY2805.(CORS). The HARN coordinates for these stations are available FY2805.upon request. Contact Gary Thompson(919-733-3836). FY2805. FY2805.In addition, the published North Carolina positions FY2805.(NAD 83 (1986)) are NOT consistent with those determined in FY2805.adjacent state readjustments. The discontinuity between stations FY2805.located in North Carolina and those in adjacent states FY2805.which have been adjusted to the HARN may be as much as 5 FY2805.decimeters. This will result in a significant loss of accuracy FY2805.over lines crossing such state borders. FY2805 FY2805 FY2805.The horizontal coordinates were established by classical geodetic methods FY2805.and adjusted by the National Geodetic Survey in July 1986. FY2805 FY2805.The NAVD 88 height was computed by applying the VERTCON shift value to FY2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2805 FY2805.The Laplace correction was computed from DEFLEC99 derived deflections. FY2805 FY2805.The geoid height was determined by GEOID03. FY2805 FY2805; North East Units Scale Factor Converg. FY2805;SPC NC - 285,253.718 664,898.901 MT 1.00004633 +0 21 19.5 FY2805;SPC NC - 935,869.91 2,181,422.48 sFT 1.00004633 +0 21 19.5 FY2805;UTM 17 - 4,022,591.905 734,822.658 MT 1.00027945 +1 33 00.0 FY2805 FY2805! - Elev Factor x Scale Factor = Combined Factor FY2805!SPC NC - 0.99998191 x 1.00004633 = 1.00002824 FY2805!UTM 17 - 0.99998191 x 1.00027945 = 1.00026136 FY2805 FY2805: Primary Azimuth Mark Grid Az FY2805:SPC NC - LINE 024 51 51.0 FY2805:UTM 17 - LINE 023 40 10.5 FY2805 FY2805|---------------------------------------------------------------------| FY2805| PID Reference Object Distance Geod. Az | FY2805| dddmmss.s | FY2805| FY2822 LINE APPROX. 1.8 KM 0251310.5 | FY2805| FY2821 ISLAND 416.014 METERS 2091132.2 | FY2805|---------------------------------------------------------------------| FY2805 FY2805 SUPERSEDED SURVEY CONTROL FY2805 FY2805 NAD 27 - 36 19 10.62252(N) 078 23 04.22204(W) AD( ) 2 FY2805 NGVD 29 (07/19/86) 148.3 (m) 487. (f) VERT ANG FY2805 FY2805.Superseded values are not recommended for survey control. FY2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2805.See file dsdata.txt to determine how the superseded data were derived. FY2805 FY2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3482322592(NAD 83) FY2805_MARKER: DE = TRAVERSE STATION DISK FY2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2805_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2805_STAMPING: ANDREWS 1969 FY2805_MARK LOGO: NCGS FY2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2805+STABILITY: SURFACE MOTION FY2805 FY2805 HISTORY - Date Condition Report By FY2805 HISTORY - 1969 MONUMENTED NCGS FY2805 HISTORY - 1985 GOOD USPSQD FY2805 FY2805 STATION DESCRIPTION FY2805 FY2805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2805'ANDREWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2805'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2805' FY2805'ANDREWS IS LOCATED APPROXIMATELY 1.1 MILES SOUTHEAST OF THE FY2805'CENTER OF HENDERSON. STATION IS AT THE INTERSECTION OF NC 39 FY2805'WITH U.S. 1 BYPASS, IN THE NORTHEAST QUADRANT OF INTERSECTION, FY2805'AT THE NORTHEAST CORNER OF BRIDGE OVER U.S. 1 BYPASS. FY2805' FY2805'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2805'ANDREWS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2805'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2805' FY2805'MARK IS FY2805' FY2805'29.4 FT NE OF C/L OF NC 39. FY2805' FY2805'5.9 FT E OF NE BRIDGE ABUTMENT ON NC 39 OVER U.S. 1 BYPASS. FY2805' FY2805'15.6 FT S OF TP 2041 ON NE SIDE OF NC 39, WITH ALUMINUM REF. TAG. FY2805' FY2805'68.0 FT. N OF PP 55 ON S SIDE OF NC 39, WITH ALUMINUM REF. TAG. FY2805' FY2805'5.1 FT WNW OF NC 39 SIGN ON NE SIDE OF NC 39, WITH ALUMINUM FY2805'REF. TAG. FY2805 FY2805 STATION RECOVERY (1985) FY2805 FY2805'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2805'ANDREWS 1969 FOUND GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4433 *********************************************************************** FY4433 DESIGNATION - BAILEY FY4433 PID - FY4433 FY4433 STATE/COUNTY- NC/VANCE FY4433 USGS QUAD - MIDDLEBURG (1982) FY4433 FY4433 *CURRENT SURVEY CONTROL FY4433 ___________________________________________________________________ FY4433* NAD 83(1986)- 36 28 13.57217(N) 078 20 31.12528(W) ADJUSTED FY4433* NAVD 88 - 117.2 (meters) 385. (feet) VERTCON FY4433 ___________________________________________________________________ FY4433 LAPLACE CORR- -6.39 (seconds) DEFLEC99 FY4433 GEOID HEIGHT- -32.68 (meters) GEOID03 FY4433 FY4433 HORZ ORDER - SECOND FY4433 FY4433.The North Carolina HARNS have been completed but, FY4433.due to contractual restrictions, coordinates for these stations FY4433.will NOT be published in the near future. In the interim, the FY4433.published coordinates in North Carolina will not be FY4433.consistent with the Continuously Operating Reference Stations FY4433.(CORS). The HARN coordinates for these stations are available FY4433.upon request. Contact Gary Thompson(919-733-3836). FY4433. FY4433.In addition, the published North Carolina positions FY4433.(NAD 83 (1986)) are NOT consistent with those determined in FY4433.adjacent state readjustments. The discontinuity between stations FY4433.located in North Carolina and those in adjacent states FY4433.which have been adjusted to the HARN may be as much as 5 FY4433.decimeters. This will result in a significant loss of accuracy FY4433.over lines crossing such state borders. FY4433 FY4433 FY4433.The horizontal coordinates were established by classical geodetic methods FY4433.and adjusted by the National Geodetic Survey in July 1992. FY4433 FY4433.The NAVD 88 height was computed by applying the VERTCON shift value to FY4433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4433 FY4433.The Laplace correction was computed from DEFLEC99 derived deflections. FY4433 FY4433.The geoid height was determined by GEOID03. FY4433 FY4433; North East Units Scale Factor Converg. FY4433;SPC NC - 301,998.620 668,581.831 MT 1.00009896 +0 22 47.2 FY4433;SPC NC - 990,807.14 2,193,505.56 sFT 1.00009896 +0 22 47.2 FY4433;UTM 17 - 4,039,413.783 738,155.489 MT 1.00029885 +1 34 50.5 FY4433 FY4433! - Elev Factor x Scale Factor = Combined Factor FY4433!SPC NC - 0.99998674 x 1.00009896 = 1.00008570 FY4433!UTM 17 - 0.99998674 x 1.00029885 = 1.00028559 FY4433 FY4433 SUPERSEDED SURVEY CONTROL FY4433 FY4433 NGVD 29 (07/10/92) 117.5 (m) 385. (f) VERT ANG FY4433 FY4433.Superseded values are not recommended for survey control. FY4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4433.See file dsdata.txt to determine how the superseded data were derived. FY4433 FY4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3815539414(NAD 83) FY4433_MARKER: DH = HORIZONTAL CONTROL DISK FY4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4433_SP_SET: CONCRETE POST FY4433_STAMPING: BAILEY 1985 FY4433_MARK LOGO: NCGS FY4433_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4433+STABILITY: SURFACE MOTION FY4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4433+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4433 FY4433 HISTORY - Date Condition Report By FY4433 HISTORY - 1985 MONUMENTED NCGS FY4433 HISTORY - 20050416 GOOD USPSQD FY4433 FY4433 STATION DESCRIPTION FY4433 FY4433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4433'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST-NORTHWEST OF DREWRY, AND FY4433'16.4 KM (10.2 MI) NORTH-NORTHEAST OF HENDERSON. FY4433'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4433'FROM DREWRY TO SR 1365 ON RIGHT, THENCE NORTH-NORTHWEST ALONG SR 1365, FY4433'1.5 KM (0.9 MI) TO STATION ON LEFT, AT WOODS LINE, AND 0.2 KM FY4433'(0.1 MI) NORTHWEST OF SR 1408 INTERSECTION. FY4433'STATION IS A STANDARD NCGS DISK STAMPED---BAILEY 1985---, SET INTO THE FY4433'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 8 CM FY4433'ABOVE GROUND. LOCATED 12.98 METERS (42.6 FT) WEST-SOUTHWEST FROM THE FY4433'CENTERLINE OF ROAD, 21.52 METERS (70.6 FT) WEST-NORTHWEST FROM THE FY4433'EAST END OF HIGHWAY CULVERT, 8.35 METERS (27.4 FT) NORTHWEST FROM THE FY4433'WEST END OF HIGHWAY CULVERT, 38.59 METERS (126.6 FT) SOUTH-SOUTHWEST FY4433'FROM THE SOUTH END OF DRIVEWAY CULVERT,--AND 37.46 METERS (122.9 FT) FY4433'SOUTH FROM A POWER BRACE POLE AND 5.49 METERS (18.0 FT) EAST FROM A FY4433'TRIPLE-TRUNK 15 INCH GUM--BOTH WITH REFERENCE TAGS. FY4433'MARK IS 4 FEET BELOW ROAD LEVEL. FY4433 FY4433 STATION RECOVERY (2005) FY4433 FY4433'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4433'N 36 28.227 FY4433'W 078 20.516 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2806 *********************************************************************** FY2806 DESIGNATION - BANK FY2806 PID - FY2806 FY2806 STATE/COUNTY- NC/VANCE FY2806 USGS QUAD - HENDERSON (1982) FY2806 FY2806 *CURRENT SURVEY CONTROL FY2806 ___________________________________________________________________ FY2806* NAD 83(1986)- 36 17 03.11900(N) 078 23 33.53390(W) ADJUSTED FY2806* NAVD 88 - 144.5 (meters) 474. (feet) VERTCON FY2806 ___________________________________________________________________ FY2806 LAPLACE CORR- -7.06 (seconds) DEFLEC99 FY2806 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2806 FY2806 HORZ ORDER - SECOND FY2806 FY2806.The North Carolina HARNS have been completed but, FY2806.due to contractual restrictions, coordinates for these stations FY2806.will NOT be published in the near future. In the interim, the FY2806.published coordinates in North Carolina will not be FY2806.consistent with the Continuously Operating Reference Stations FY2806.(CORS). The HARN coordinates for these stations are available FY2806.upon request. Contact Gary Thompson(919-733-3836). FY2806. FY2806.In addition, the published North Carolina positions FY2806.(NAD 83 (1986)) are NOT consistent with those determined in FY2806.adjacent state readjustments. The discontinuity between stations FY2806.located in North Carolina and those in adjacent states FY2806.which have been adjusted to the HARN may be as much as 5 FY2806.decimeters. This will result in a significant loss of accuracy FY2806.over lines crossing such state borders. FY2806 FY2806 FY2806.The horizontal coordinates were established by classical geodetic methods FY2806.and adjusted by the National Geodetic Survey in July 1986. FY2806 FY2806.The NAVD 88 height was computed by applying the VERTCON shift value to FY2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2806 FY2806.The Laplace correction was computed from DEFLEC99 derived deflections. FY2806 FY2806.The geoid height was determined by GEOID03. FY2806 FY2806; North East Units Scale Factor Converg. FY2806;SPC NC - 281,302.720 664,166.697 MT 1.00003492 +0 21 02.0 FY2806;SPC NC - 922,907.34 2,179,020.24 sFT 1.00003492 +0 21 02.0 FY2806;UTM 17 - 4,018,625.570 734,172.781 MT 1.00027570 +1 32 37.4 FY2806 FY2806! - Elev Factor x Scale Factor = Combined Factor FY2806!SPC NC - 0.99998247 x 1.00003492 = 1.00001739 FY2806!UTM 17 - 0.99998247 x 1.00027570 = 1.00025816 FY2806 FY2806: Primary Azimuth Mark Grid Az FY2806:SPC NC - VANCO 010 25 31.2 FY2806:UTM 17 - VANCO 009 13 55.8 FY2806 FY2806|---------------------------------------------------------------------| FY2806| PID Reference Object Distance Geod. Az | FY2806| dddmmss.s | FY2806| FY2830 VANCO APPROX. 1.7 KM 0104633.2 | FY2806|---------------------------------------------------------------------| FY2806 FY2806 SUPERSEDED SURVEY CONTROL FY2806 FY2806 NAD 27 - 36 17 02.59257(N) 078 23 34.54120(W) AD( ) 2 FY2806 NGVD 29 (07/19/86) 144.8 (m) 475. (f) VERT ANG FY2806 FY2806.Superseded values are not recommended for survey control. FY2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2806.See file dsdata.txt to determine how the superseded data were derived. FY2806 FY2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3417318626(NAD 83) FY2806_MARKER: DE = TRAVERSE STATION DISK FY2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2806_STAMPING: BANK 1969 FY2806_MARK LOGO: NCGS FY2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2806+STABILITY: SURFACE MOTION FY2806 FY2806 HISTORY - Date Condition Report By FY2806 HISTORY - 1969 MONUMENTED NCGS FY2806 HISTORY - 1985 GOOD USPSQD FY2806 FY2806 STATION DESCRIPTION FY2806 FY2806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2806'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2806'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2806' FY2806'BANK IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF THE CENTER OF FY2806'HENDERSON. TO REACH STATION PROCEED FROM U.S. 1 BYPASS BRIDGE FY2806'OVER U.S. 1 BUSINESS, GO NORTHEAST ON U.S. 1 BYPASS FOR 1.2 FY2806'MILES TO STATION. WHICH IS ON THE EAST SIDE OF U.S. 1 BYPASS, FY2806'0.7 MILE NORTH OF BEAR POND ROAD (SR 1115) ALONG U.S. 1 BYPASS. FY2806' FY2806'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2806'BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2806'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2806' FY2806'MARK IS FY2806' FY2806'56.6 FT E OF C/L OF U.S. 1 BYPASS. FY2806' FY2806'37.2 FT NNW OF 5 INCH PINE, ON E SIDE OF U.S. 1 BYPASS, AND FY2806'WITH ALUMINUM REF. TAG. FY2806' FY2806'29.2 FT NNW OF 4 INCH GUM, ON E SIDE OF U.S. 1 BYPASS. FY2806' FY2806'41.0 FT SW OF 10 INCH PINE, ON E SIDE OF U.S. 1 BYPASS. FY2806 FY2806 STATION RECOVERY (1985) FY2806 FY2806'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2806'BANK 1969 FOUND GOOD. FY2806' FY2806'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2807 *********************************************************************** FY2807 DESIGNATION - BARNES FY2807 PID - FY2807 FY2807 STATE/COUNTY- NC/VANCE FY2807 USGS QUAD - HENDERSON (1982) FY2807 FY2807 *CURRENT SURVEY CONTROL FY2807 ___________________________________________________________________ FY2807* NAD 83(1986)- 36 15 11.96133(N) 078 27 42.33238(W) ADJUSTED FY2807* NAVD 88 - 150.1 (meters) 492. (feet) VERTCON FY2807 ___________________________________________________________________ FY2807 LAPLACE CORR- -7.70 (seconds) DEFLEC99 FY2807 GEOID HEIGHT- -32.56 (meters) GEOID03 FY2807 FY2807 HORZ ORDER - SECOND FY2807 FY2807.The North Carolina HARNS have been completed but, FY2807.due to contractual restrictions, coordinates for these stations FY2807.will NOT be published in the near future. In the interim, the FY2807.published coordinates in North Carolina will not be FY2807.consistent with the Continuously Operating Reference Stations FY2807.(CORS). The HARN coordinates for these stations are available FY2807.upon request. Contact Gary Thompson(919-733-3836). FY2807. FY2807.In addition, the published North Carolina positions FY2807.(NAD 83 (1986)) are NOT consistent with those determined in FY2807.adjacent state readjustments. The discontinuity between stations FY2807.located in North Carolina and those in adjacent states FY2807.which have been adjusted to the HARN may be as much as 5 FY2807.decimeters. This will result in a significant loss of accuracy FY2807.over lines crossing such state borders. FY2807 FY2807 FY2807.The horizontal coordinates were established by classical geodetic methods FY2807.and adjusted by the National Geodetic Survey in July 1986. FY2807 FY2807.The NAVD 88 height was computed by applying the VERTCON shift value to FY2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2807 FY2807.The Laplace correction was computed from DEFLEC99 derived deflections. FY2807 FY2807.The geoid height was determined by GEOID03. FY2807 FY2807; North East Units Scale Factor Converg. FY2807;SPC NC - 277,840.591 657,976.321 MT 1.00002534 +0 18 38.4 FY2807;SPC NC - 911,548.67 2,158,710.65 sFT 1.00002534 +0 18 38.4 FY2807;UTM 17 - 4,015,034.586 728,054.377 MT 1.00024085 +1 30 05.9 FY2807 FY2807! - Elev Factor x Scale Factor = Combined Factor FY2807!SPC NC - 0.99998155 x 1.00002534 = 1.00000689 FY2807!UTM 17 - 0.99998155 x 1.00024085 = 1.00022240 FY2807 FY2807: Primary Azimuth Mark Grid Az FY2807:SPC NC - BEARPOND 065 32 54.5 FY2807:UTM 17 - BEARPOND 064 21 27.0 FY2807 FY2807|---------------------------------------------------------------------| FY2807| PID Reference Object Distance Geod. Az | FY2807| dddmmss.s | FY2807| FY2036 BEARPOND APPROX. 6.2 KM 0655132.9 | FY2807| FY2731 YELLOW APPROX. 0.6 KM 1993756.4 | FY2807|---------------------------------------------------------------------| FY2807 FY2807 SUPERSEDED SURVEY CONTROL FY2807 FY2807 NAD 27 - 36 15 11.43283(N) 078 27 43.33692(W) AD( ) 2 FY2807 NGVD 29 (07/19/86) 150.4 (m) 493. (f) VERT ANG FY2807 FY2807.Superseded values are not recommended for survey control. FY2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2807.See file dsdata.txt to determine how the superseded data were derived. FY2807 FY2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2805415035(NAD 83) FY2807_MARKER: DE = TRAVERSE STATION DISK FY2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2807_STAMPING: BARNES 1969 FY2807_MARK LOGO: NCGS FY2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2807+STABILITY: SURFACE MOTION FY2807 FY2807 HISTORY - Date Condition Report By FY2807 HISTORY - 1969 MONUMENTED NCGS FY2807 FY2807 STATION DESCRIPTION FY2807 FY2807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2807'BARNES IS A N.C. GEODETIC SURVEY TRAVERSE STATION FY2807'ESTABLISHED IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2807' FY2807'BARNES IS LOCATED APPROXIMATELY 5.7 MILES SOUTHWEST FY2807'OF HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION FY2807'OF SR 1115 (BEAR POND RD.) ON SOUTH SIDE OF HENDERSON, FY2807'GO SOUTHWEST ON SR 1115 FOR 2.4 MILES TO WHERE SR 1115 FY2807'BECOMES SR 1101, CONTINUE ON SOUTHWEST ON SR 1101 FY2807'FOR 1.5 MILES TO STATION. WHICH IS ON THE WEST SIDE OF SR FY2807'1101, IN FRONT YARD OF A ONE STORY WHITE FRAME HOUSE FY2807'(JAMES T. BARNES RESIDENCE), AND 0.2 MILES SOUTH OF FY2807'INTERSECTION OF SR 1101 WITH SR 1107. FY2807' FY2807'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY2807'STAMPED BARNES 1969, SET IN THE TOP OF A CONCRETE FY2807'CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE SURFACE FY2807'OF THE GROUND. FY2807' FY2807'MARK IS FY2807' FY2807'50.3 FT W OF C/L OF SR 1101 FY2807' FY2807'33.9 FT ESE OF SE CORNER OF ONE STORY WHITE FRAME HOUSE FY2807' FY2807'35.3 FT SE OF S CORNER OF LOWER STEP OF ONE STORY FY2807'WHITE FRAME HOUSE FY2807' FY2807'7.7 FT NW OF 6 INCH MAPLE TREE IN FRONT YARD FY2807' FY2807'25.0 FT N OF C/L OF DRIVEWAY TO ONE STORY WHITE FY2807'FRAME HOUSE FY2807' FY2807'38.5 FT NE OF 24 INCH OAK TREE ON W SIDE OF SR 1101, FY2807'WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4434 *********************************************************************** FY4434 DESIGNATION - BARNWELL FY4434 PID - FY4434 FY4434 STATE/COUNTY- NC/VANCE FY4434 USGS QUAD - TOWNSVILLE (1970) FY4434 FY4434 *CURRENT SURVEY CONTROL FY4434 ___________________________________________________________________ FY4434* NAD 83(1986)- 36 28 34.63777(N) 078 22 34.90047(W) ADJUSTED FY4434* NAVD 88 - 92.8 (meters) 304. (feet) VERTCON FY4434 ___________________________________________________________________ FY4434 LAPLACE CORR- -7.06 (seconds) DEFLEC99 FY4434 GEOID HEIGHT- -32.53 (meters) GEOID03 FY4434 FY4434 HORZ ORDER - SECOND FY4434 FY4434.The North Carolina HARNS have been completed but, FY4434.due to contractual restrictions, coordinates for these stations FY4434.will NOT be published in the near future. In the interim, the FY4434.published coordinates in North Carolina will not be FY4434.consistent with the Continuously Operating Reference Stations FY4434.(CORS). The HARN coordinates for these stations are available FY4434.upon request. Contact Gary Thompson(919-733-3836). FY4434. FY4434.In addition, the published North Carolina positions FY4434.(NAD 83 (1986)) are NOT consistent with those determined in FY4434.adjacent state readjustments. The discontinuity between stations FY4434.located in North Carolina and those in adjacent states FY4434.which have been adjusted to the HARN may be as much as 5 FY4434.decimeters. This will result in a significant loss of accuracy FY4434.over lines crossing such state borders. FY4434 FY4434 FY4434.The horizontal coordinates were established by classical geodetic methods FY4434.and adjusted by the National Geodetic Survey in July 1992. FY4434 FY4434.The NAVD 88 height was computed by applying the VERTCON shift value to FY4434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4434 FY4434.The Laplace correction was computed from DEFLEC99 derived deflections. FY4434 FY4434.The geoid height was determined by GEOID03. FY4434 FY4434; North East Units Scale Factor Converg. FY4434;SPC NC - 302,628.113 665,496.019 MT 1.00010115 +0 21 35.8 FY4434;SPC NC - 992,872.40 2,183,381.52 sFT 1.00010115 +0 21 35.8 FY4434;UTM 17 - 4,039,978.583 735,056.576 MT 1.00028078 +1 33 37.6 FY4434 FY4434! - Elev Factor x Scale Factor = Combined Factor FY4434!SPC NC - 0.99999054 x 1.00010115 = 1.00009169 FY4434!UTM 17 - 0.99999054 x 1.00028078 = 1.00027132 FY4434 FY4434 SUPERSEDED SURVEY CONTROL FY4434 FY4434 NGVD 29 (07/10/92) 93.1 (m) 305. (f) VERT ANG FY4434 FY4434.Superseded values are not recommended for survey control. FY4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4434.See file dsdata.txt to determine how the superseded data were derived. FY4434 FY4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3505739979(NAD 83) FY4434_MARKER: DH = HORIZONTAL CONTROL DISK FY4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4434_SP_SET: CONCRETE POST FY4434_STAMPING: BARNWELL 1985 FY4434_MARK LOGO: NCGS FY4434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4434+STABILITY: SURFACE MOTION FY4434 FY4434 HISTORY - Date Condition Report By FY4434 HISTORY - 1985 MONUMENTED NCGS FY4434 FY4434 STATION DESCRIPTION FY4434 FY4434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4434'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST-SOUTHEAST OF TOWNSVILLE, FY4434'AND 16.4 KM (10.2 MI) NORTH OF HENDERSON. FY4434'PROCEED ALONG SR 1329 FOR 7.8 KM (4.85 MI) NORTHEAST FROM NC 39 FY4434'INTERSECTION IN WILLIAMSBORO, TO END OF SR 1329 AT INTERSECTION WITH FY4434'SR 1333 AND DRIVE LEADING NORTHEAST, THENCE NORTHEAST ALONG DRIVE FOR FY4434'0.3 KM (0.2 MI) TO FORK AT A LARGE 2 STORY WHITE HOUSE, THENCE ALONG FY4434'LEFT FORK (TO THE NORTHWEST SIDE OF SAID HOUSE) AND MEANDERING ALONG FY4434'MAIN ROAD FOR 1.1 KM (0.65 MI) TO J. BARNWELLS SUMMER RESIDENCE, AND FY4434'STATION ON EAST SIDE OF MAIN HOUSE. FY4434'STATION IS A STANDARD NCGS DISK STAMPED---BARNWELL 1985---, SET INTO FY4434'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4434'GROUND. LOCATED 74.43 METERS (244.2 FT) EAST FROM THE SOUTHMOST FY4434'CORNER OF PORCH OF BARNWELL HOME, 5.15 METERS (16.9 FT) NORTH FROM A FY4434'14 INCH PINE,--AND 18.13 METERS (59.5 FT) WEST FROM A 22 INCH GUM AND FY4434'22.8 METERS (74.8 FT) SOUTH FROM A 14 INCH HICKORY--BOTH WITH FY4434'REFERENCE TAGS. FY4434'MARK IS NOT SUBJECT TO NORMAL FLOODING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2036 *********************************************************************** FY2036 DESIGNATION - BEARPOND FY2036 PID - FY2036 FY2036 STATE/COUNTY- NC/VANCE FY2036 USGS QUAD - HENDERSON (1982) FY2036 FY2036 *CURRENT SURVEY CONTROL FY2036 ___________________________________________________________________ FY2036* NAD 83(1986)- 36 16 34.18751(N) 078 23 55.58242(W) ADJUSTED FY2036* NAVD 88 - 156.023 (meters) 511.89 (feet) ADJUSTED FY2036 ___________________________________________________________________ FY2036 LAPLACE CORR- -7.13 (seconds) DEFLEC99 FY2036 GEOID HEIGHT- -32.79 (meters) GEOID03 FY2036 DYNAMIC HT - 155.893 (meters) 511.46 (feet) COMP FY2036 MODELED GRAV- 979,800.6 (mgal) NAVD 88 FY2036 FY2036 HORZ ORDER - SECOND FY2036 VERT ORDER - FIRST CLASS II FY2036 FY2036.The North Carolina HARNS have been completed but, FY2036.due to contractual restrictions, coordinates for these stations FY2036.will NOT be published in the near future. In the interim, the FY2036.published coordinates in North Carolina will not be FY2036.consistent with the Continuously Operating Reference Stations FY2036.(CORS). The HARN coordinates for these stations are available FY2036.upon request. Contact Gary Thompson(919-733-3836). FY2036. FY2036.In addition, the published North Carolina positions FY2036.(NAD 83 (1986)) are NOT consistent with those determined in FY2036.adjacent state readjustments. The discontinuity between stations FY2036.located in North Carolina and those in adjacent states FY2036.which have been adjusted to the HARN may be as much as 5 FY2036.decimeters. This will result in a significant loss of accuracy FY2036.over lines crossing such state borders. FY2036 FY2036 FY2036.The horizontal coordinates were established by classical geodetic methods FY2036.and adjusted by the National Geodetic Survey in July 1986. FY2036 FY2036.The orthometric height was determined by differential leveling FY2036.and adjusted by the National Geodetic Survey in June 1991. FY2036 FY2036.The Laplace correction was computed from DEFLEC99 derived deflections. FY2036 FY2036.The geoid height was determined by GEOID03. FY2036 FY2036.The dynamic height is computed by dividing the NAVD 88 FY2036.geopotential number by the normal gravity value computed on the FY2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2036.degrees latitude (g = 980.6199 gals.). FY2036 FY2036.The modeled gravity was interpolated from observed gravity values. FY2036 FY2036; North East Units Scale Factor Converg. FY2036;SPC NC - 280,407.591 663,621.862 MT 1.00003240 +0 20 49.2 FY2036;SPC NC - 919,970.57 2,177,232.73 sFT 1.00003240 +0 20 49.2 FY2036;UTM 17 - 4,017,719.073 733,646.574 MT 1.00027267 +1 32 23.2 FY2036 FY2036! - Elev Factor x Scale Factor = Combined Factor FY2036!SPC NC - 0.99998066 x 1.00003240 = 1.00001306 FY2036!UTM 17 - 0.99998066 x 1.00027267 = 1.00025332 FY2036 FY2036: Primary Azimuth Mark Grid Az FY2036:SPC NC - BEARPOND AZ MK 244 53 25.6 FY2036:UTM 17 - BEARPOND AZ MK 243 41 51.6 FY2036 FY2036|---------------------------------------------------------------------| FY2036| PID Reference Object Distance Geod. Az | FY2036| dddmmss.s | FY2036| FY2824 MAPLE 486.225 METERS 0501726.8 | FY2036| FY2037 BEARPOND RM 1 48.232 METERS 10322 | FY2036| FY2039 BEARPOND AZ MK APPROX. 0.8 KM 2451414.8 | FY2036| FY2038 BEARPOND RM 2 27.798 METERS 34134 | FY2036|---------------------------------------------------------------------| FY2036 FY2036 SUPERSEDED SURVEY CONTROL FY2036 FY2036 NAD 27 - 36 16 33.65855(N) 078 23 56.59071(W) AD( ) 2 FY2036 NGVD 29 (03/05/92) 156.309 (m) 512.82 (f) ADJUSTED 1 2 FY2036 FY2036.Superseded values are not recommended for survey control. FY2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2036.See file dsdata.txt to determine how the superseded data were derived. FY2036 FY2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3364717719(NAD 83) FY2036_MARKER: DS = TRIANGULATION STATION DISK FY2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2036_SP_SET: CONCRETE POST FY2036_STAMPING: BEARPOND 1969 FY2036_PROJECTION: FLUSH FY2036_MAGNETIC: N = NO MAGNETIC MATERIAL FY2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2036+STABILITY: SURFACE MOTION FY2036 FY2036 HISTORY - Date Condition Report By FY2036 HISTORY - 1969 MONUMENTED CGS FY2036 HISTORY - 1976 GOOD NCGS FY2036 HISTORY - 1979 GOOD NCGS FY2036 HISTORY - 1979 GOOD NCGS FY2036 FY2036 STATION DESCRIPTION FY2036 FY2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY2036'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF HENDERSON AND 1/4 MILE FY2036'EAST OF THE VILLAGE OF BEARPOND, IN THE NORTHEAST ANGLE OF A FY2036'PAVED ROAD JUNCTION. FY2036' FY2036'TO REACH THE STATION FROM THE FIRE DEPARTMENT IN BEARPOND, GO FY2036'SOUTH ON U.S. HIGHWAY 1 (BUSINESS ROUTE) FOR 0.05 MILE TO A FY2036'CROSSROAD. TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE FY2036'SOUTH ON HIGHWAY FOR 0.25 MILE TO A FORK AND THE MARK IN THE FY2036'SOUTHWEST ANGLE. TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.3 FY2036'MILE TO A SIDE ROAD AND THE MARK ON THE LEFT. FY2036' FY2036'STATION MARK IS A STANDARD DISK, STAMPED BEARPOND 1969, SET IN FY2036'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FY2036'FLUSH WITH THE GROUND SURFACE. IT IS 153.0 FEET WEST-NORTHWEST OF FY2036'THE NORTHWEST CORNER OF A CONCRETE BRIDGE, 110.0 FEET EAST OF THE FY2036'CENTERLINE OF AN ACCESS ROAD AND 15.5 FEET NORTH OF THE FY2036'CENTERLINE OF A PAVED ROAD. THE UNDERGROUND MARK IS 40 INCHES FY2036'BELOW THE GROUND SURFACE. FY2036' FY2036'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEARPOND NO 1 1969, FY2036'CEMENTED IN A DRILL HOLE ON THE NORTH SIDE AND NEAR THE WEST FY2036'END OF A BRIDGE ABUTMENT OF A CONCRETE BRIDGE OVER U.S. HIGHWAY FY2036'1. IT IS 15.0 FEET NORTH OF THE CENTERLINE OF THE BRIDGE, 1.5 FY2036'FEET NORTH OF THE NORTH RAIL OF THE BRIDGE AND ABOUT 1 FOOT FY2036'LOWER THAN THE STATION. FY2036' FY2036'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEARPOND NO 2 1969, FY2036'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FY2036'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 40.0 FEET EAST OF FY2036'THE CENTERLINE OF THE ACCESS ROAD AND ABOUT 2 FEET LOWER THAN FY2036'THE STATION. FY2036' FY2036'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEARPOND 1969, SET IN FY2036'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT FY2036'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 81.0 FEET WEST OF THE FY2036'CENTERLINE OF U.S. HIGHWAY 1 A, 64.0 FEET SOUTHEAST OF THE FY2036'CENTERLINE OF AN ACCESS ROAD, 4.5 FEET NORTH OF A TELEPHONE LINE FY2036'POLE AND 1.8 FEET SOUTH OF A WITNESS POST. FY2036 FY2036 STATION RECOVERY (1976) FY2036 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2036'STATION MARK, RM 1, RM 2, AND AZ MK WERE RECOVERED IN GOOD CONDITION. FY2036' FY2036'A REVISED DESCRIPTION FOLLOWS. TO REACH STATION FROM THE US 1 FY2036'BUSINESS AND SR 1115 CROSSROADS AT BEARPOND, PROCEED EASTERLY ALONG SR FY2036'1115 FOR 0.3 MILE TO STATION ON LEFT, APPROXIMATELY 150 FEET WEST- FY2036'NORTHWEST OF NORTHWEST END OF CONCRETE BRIDGE OVER US 1 BYPASS. FY2036' FY2036'THE MARK IS 15.3 FEET NORTH OF THE CENTERLINE OF SR 1115, 144.2 FEET FY2036'EAST-NORTHEAST OF THE CENTERLINE OF INTERSECTION OF HIGHWAY WITH AND FY2036'OF ACCESS ROAD, 109.9 FEET NORTH OF POWER POLE WITH TELEPHONE PEDESTAL FY2036'NO.R47S AND WITH ALUMINUM TAG. REFERENCES FOR RM 1 GOOD, ADD FY2036'FOLLOWING REFERENCE FOR RM 2 - 137.0 FEET NORTH OF CENTERLINE OF SR FY2036'1115. FY2036 FY2036 STATION RECOVERY (1979) FY2036 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2036'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS FY2036'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTION. THE STATION IS 50.6 FY2036'FEET NORTH OF ROAD - NOT 15.5 FEET. FY2036 FY2036 STATION RECOVERY (1979) FY2036 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2036'3.6 MI SOUTH FROM HENDERSON. FY2036'0.3 MILE NORTH ALONG U.S. 1 BUSINESS FROM U.S. 1 BYPASS BRIDGE FY2036'SOUTH OF HENDERSON, THENCE 0.4 MILE EAST ALONG SR 1115, ON WEST FY2036'SIDE OF BRIDGE OVER U.S. 1 BYPASS, ON NORTH SIDE OF ROAD IN A FY2036'LARGE GRASS TRAFFIC ISLAND, 50.6 FEET NORTH OF CENTERLINE OF FY2036'ROAD, 110.0 FEET EAST OF CENTERLINE OF ACCESS ROAD FROM BYPASS, FY2036'110.1 FEET NORTH OF POWER POLE WITH REFERENCE TAG, 91.2 FEET FY2036'SOUTH-SOUTHEAST OF RM 2 AND 158.3 FEET WEST-NORTHWEST OF RM 1. FY2036'THE MARK IS 2 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4435 *********************************************************************** FY4435 DESIGNATION - BLUFF FY4435 PID - FY4435 FY4435 STATE/COUNTY- NC/VANCE FY4435 USGS QUAD - TOWNSVILLE (1970) FY4435 FY4435 *CURRENT SURVEY CONTROL FY4435 ___________________________________________________________________ FY4435* NAD 83(1986)- 36 27 55.17048(N) 078 22 47.54223(W) ADJUSTED FY4435* NAVD 88 - 94.3 (meters) 309. (feet) VERTCON FY4435 ___________________________________________________________________ FY4435 LAPLACE CORR- -7.11 (seconds) DEFLEC99 FY4435 GEOID HEIGHT- -32.54 (meters) GEOID03 FY4435 FY4435 HORZ ORDER - SECOND FY4435 FY4435.The North Carolina HARNS have been completed but, FY4435.due to contractual restrictions, coordinates for these stations FY4435.will NOT be published in the near future. In the interim, the FY4435.published coordinates in North Carolina will not be FY4435.consistent with the Continuously Operating Reference Stations FY4435.(CORS). The HARN coordinates for these stations are available FY4435.upon request. Contact Gary Thompson(919-733-3836). FY4435. FY4435.In addition, the published North Carolina positions FY4435.(NAD 83 (1986)) are NOT consistent with those determined in FY4435.adjacent state readjustments. The discontinuity between stations FY4435.located in North Carolina and those in adjacent states FY4435.which have been adjusted to the HARN may be as much as 5 FY4435.decimeters. This will result in a significant loss of accuracy FY4435.over lines crossing such state borders. FY4435 FY4435 FY4435.The horizontal coordinates were established by classical geodetic methods FY4435.and adjusted by the National Geodetic Survey in July 1992. FY4435 FY4435.The NAVD 88 height was computed by applying the VERTCON shift value to FY4435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4435 FY4435.The Laplace correction was computed from DEFLEC99 derived deflections. FY4435 FY4435.The geoid height was determined by GEOID03. FY4435 FY4435; North East Units Scale Factor Converg. FY4435;SPC NC - 301,409.489 665,188.890 MT 1.00009706 +0 21 28.5 FY4435;SPC NC - 988,874.30 2,182,373.88 sFT 1.00009706 +0 21 28.5 FY4435;UTM 17 - 4,038,753.572 734,774.990 MT 1.00027915 +1 33 28.6 FY4435 FY4435! - Elev Factor x Scale Factor = Combined Factor FY4435!SPC NC - 0.99999031 x 1.00009706 = 1.00008737 FY4435!UTM 17 - 0.99999031 x 1.00027915 = 1.00026946 FY4435 FY4435 SUPERSEDED SURVEY CONTROL FY4435 FY4435 NGVD 29 (07/10/92) 94.6 (m) 310. (f) VERT ANG FY4435 FY4435.Superseded values are not recommended for survey control. FY4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4435.See file dsdata.txt to determine how the superseded data were derived. FY4435 FY4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3477538754(NAD 83) FY4435_MARKER: DH = HORIZONTAL CONTROL DISK FY4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4435_SP_SET: SQUARE CONCRETE MONUMENT FY4435_STAMPING: BLUFF 1985 FY4435_MARK LOGO: NCGS FY4435_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4435+STABILITY: SURFACE MOTION FY4435 FY4435 HISTORY - Date Condition Report By FY4435 HISTORY - 1985 MONUMENTED NCGS FY4435 FY4435 STATION DESCRIPTION FY4435 FY4435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4435'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHEAST OF TOWNSVILLE, AND FY4435'15.1 KM (9.40 MI) NORTH OF HENDERSON, NORTHWEST AND ACROSS MAIN BODY FY4435'OF LAKE FROM THE NORTHWEST CORNER OF SATTERWHITE POINT STATE PARK. FY4435'PROCEED ALONG SR 1329 FOR 7.8 KM (4.85 MI) NORTHEAST FROM NC 39 FY4435'INTERSECTION IN WILLIAMSBORO, TO INTERSECTION WITH SR 1333 AND PRIVATE FY4435'ROAD NORTH, THENCE SOUTHEAST ALONG SR 1333 FOR 0.3 KM (0.2 MI) TO FY4435'WOODS ROAD (SOUTHEAST), THENCE SOUTHEAST ALONG THE MEANDER OF THIS FY4435'ROAD FOR 0.5 KM (0.30 MI) TO FORK, THENCE ALONG RIGHT FORK FY4435'EAST-SOUTHEAST FOR 0.2 KM (0.1 MI) TO STATION ON LEFT NEAR A LONE PINE FY4435'AT EDGE OF ROCK-BANK OF LAKE. FY4435'STATION IS A STANDARD NCGS DISK STAMPED---BLUFF 1985---, SET INTO THE FY4435'TOP OF A SQUARE CONCRETE MONUMENT 12 CM ON SIDE PROJECTING 12 CM ABOVE FY4435'GROUND. LOCATED 2.1 METERS (7 FT) EAST FROM THE CENTERLINE OF WOODS FY4435'ROAD, 5.33 METERS (17.5 FT) EAST-SOUTHEAST FROM A 6-INCH PINE, 5.49 FY4435'METERS (18.0 FT) SOUTH FROM A 6-INCH PINE, 5.61 METERS (18.4 FT) EAST FY4435'FROM A 8 INCH PINE, 6.73 METERS (22.1 FT) WEST FROM A 10-INCH PINE, FY4435'AND 8.14 METERS (26.7 FT) NORTH FROM AN 8-INCH PINE--ALL WITH FY4435'REFERENCE TAGS. FY4435'BARNWELL 1985 NCGS IS VISIBLE TO THE NORTH APPROXIMATELY 1 MILE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2728 *********************************************************************** FY2728 DESIGNATION - BOBBITT FY2728 PID - FY2728 FY2728 STATE/COUNTY- NC/VANCE FY2728 USGS QUAD - KITTRELL (1979) FY2728 FY2728 *CURRENT SURVEY CONTROL FY2728 ___________________________________________________________________ FY2728* NAD 83(1986)- 36 13 22.93029(N) 078 24 14.96039(W) ADJUSTED FY2728* NAVD 88 - 140.8 (meters) 462. (feet) VERTCON FY2728 ___________________________________________________________________ FY2728 LAPLACE CORR- -6.90 (seconds) DEFLEC99 FY2728 GEOID HEIGHT- -32.86 (meters) GEOID03 FY2728 FY2728 HORZ ORDER - SECOND FY2728 FY2728.The North Carolina HARNS have been completed but, FY2728.due to contractual restrictions, coordinates for these stations FY2728.will NOT be published in the near future. In the interim, the FY2728.published coordinates in North Carolina will not be FY2728.consistent with the Continuously Operating Reference Stations FY2728.(CORS). The HARN coordinates for these stations are available FY2728.upon request. Contact Gary Thompson(919-733-3836). FY2728. FY2728.In addition, the published North Carolina positions FY2728.(NAD 83 (1986)) are NOT consistent with those determined in FY2728.adjacent state readjustments. The discontinuity between stations FY2728.located in North Carolina and those in adjacent states FY2728.which have been adjusted to the HARN may be as much as 5 FY2728.decimeters. This will result in a significant loss of accuracy FY2728.over lines crossing such state borders. FY2728 FY2728 FY2728.The horizontal coordinates were established by classical geodetic methods FY2728.and adjusted by the National Geodetic Survey in July 1986. FY2728 FY2728.The NAVD 88 height was computed by applying the VERTCON shift value to FY2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2728 FY2728.The Laplace correction was computed from DEFLEC99 derived deflections. FY2728 FY2728.The geoid height was determined by GEOID03. FY2728 FY2728; North East Units Scale Factor Converg. FY2728;SPC NC - 274,509.472 663,173.607 MT 1.00001622 +0 20 38.1 FY2728;SPC NC - 900,619.83 2,175,762.08 sFT 1.00001622 +0 20 38.1 FY2728;UTM 17 - 4,011,811.445 733,321.009 MT 1.00027080 +1 32 04.8 FY2728 FY2728! - Elev Factor x Scale Factor = Combined Factor FY2728!SPC NC - 0.99998306 x 1.00001622 = 0.99999928 FY2728!UTM 17 - 0.99998306 x 1.00027080 = 1.00025385 FY2728 FY2728: Primary Azimuth Mark Grid Az FY2728:SPC NC - BOBBITT AZ MK 183 42 44.4 FY2728:UTM 17 - BOBBITT AZ MK 182 31 17.7 FY2728 FY2728|---------------------------------------------------------------------| FY2728| PID Reference Object Distance Geod. Az | FY2728| dddmmss.s | FY2728| FY3976 BOBBITT RM 2 46.166 METERS 01646 | FY2728| FY3977 BOBBITT RM 3 76.478 METERS 08727 | FY2728| FY3974 BOBBITT AZ MK 1840322.5 | FY2728| FY2691 FRANKLINTON BURLINGTON MILL TK APPROX.13.5 KM 1932014.4 | FY2728| FY2693 FRANKLINTON STERLING MILLS TK APPROX.14.5 KM 1990634.6 | FY2728| FY2692 FRANKLINTON MUN TANK APPROX.14.7 KM 1993736.9 | FY2728| FY2690 FRANKLINTON BAP CHURCH SPIRE APPROX.14.1 KM 2002627.7 | FY2728| FY3975 BOBBITT RM 1 88.407 METERS 23246 | FY2728|---------------------------------------------------------------------| FY2728 FY2728 SUPERSEDED SURVEY CONTROL FY2728 FY2728 NAD 27 - 36 13 22.39645(N) 078 24 15.96968(W) AD( ) 2 FY2728 NGVD 29 (07/19/86) 141.1 (m) 463. (f) VERT ANG FY2728 FY2728.Superseded values are not recommended for survey control. FY2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2728.See file dsdata.txt to determine how the superseded data were derived. FY2728 FY2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3332111811(NAD 83) FY2728_MARKER: DS = TRIANGULATION STATION DISK FY2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FY2728 FY2728 HISTORY - Date Condition Report By FY2728 HISTORY - 1969 MONUMENTED CGS FY2728 HISTORY - 1980 GOOD NGS FY2728 FY2728 STATION DESCRIPTION FY2728 FY2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY2728'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF HENDERSON, 2 FY2728'MILES EAST OF KITTRELL, 1/2 MILE NORTHWEST OF BOBBITT AND FY2728'IN A FARMYARD ON PROPERTY OWNED BY C.M. TIPPETT. FY2728' FY2728'TO REACH THE STATION FROM THE RAILROAD CROSSING AND FIRE FY2728'STATION IN KITTRELL, GO EAST ON PAVED ROAD FOR 0.25 MILE FY2728'TO A CROSSROAD. CONTINUE EASTERLY ON PAVED ROAD FOR 2.0 FY2728'MILES TO A DRIVEWAY ON THE RIGHT AT A FARMHOUSE AND JUST FY2728'BEFORE REACHING A CROSSROAD. TURN RIGHT AND GO SOUTHWEST FY2728'UP DRIVEWAY FOR 0.05 MILE TO THE STATION. FY2728' FY2728'STATION MARK IS A STANDARD DISK, STAMPED BOBBITT 1969, SET FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FY2728'THAT PROJECTS 1 INCH. IT IS 186.0 FEET SOUTHWEST OF FY2728'THE CENTERLINE OF A PAVED ROAD, 37.0 FEET SOUTHWEST OF THE FY2728'SOUTHWEST CORNER OF A HOUSE AND 28.0 FEET WEST OF A WATER WELL. FY2728'THE UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE. FY2728' FY2728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOBBITT FY2728'NO 1 1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 FY2728'INCHES IN DIAMETER, THAT PROJECTS 3 INCHES. IT IS 58.0 FEET FY2728'WEST OF THE NORTHWEST CORNER OF A BUILDING AND 13.0 FEET FY2728'SOUTHWEST OF THE CENTERLINE OF A DIM TRACK ROAD. FY2728' FY2728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOBBITT NO FY2728'2 1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES FY2728'IN DIAMETER, THAT IS FLUSH WITH THE GROUND. IT IS 34.5 FEET FY2728'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 2.3 FEET FY2728'NORTHWEST OF A POWER LINE POLE AND 2.7 FEET SOUTHEAST OF FY2728'A WITNESS POST. FY2728' FY2728'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOBBITT 1969, FY2728'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN FY2728'DIAMETER, THAT IS FLUSH WITH THE GROUND. IT IS 28.7 FEET FY2728'EAST OF THE CENTERLINE OF A PAVED ROAD, 3.5 FEET NORTHWEST FY2728'OF A POWER LINE POLE WITH TRANSFORMER AND 1.5 FEET WEST OF FY2728'A WITNESS POST. TO REACH THE MARK FROM THE STATION, GO SOUTH FY2728'ON PAVED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT. FY2728 FY2728 STATION RECOVERY (1980) FY2728 FY2728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) FY2728'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED FY2728'IN GOOD CONDITION. REFERENCE MARK 1 WAS RECOVERED BROKEN OFF AND FY2728'THE DISK WAS CLAIMED. REFERENCE MARK 3 WAS ESTABLISHED. THE FY2728'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.005 METER AND FY2728'THE DIRECTION CHECKED WITH THE 1969 DIRECTION. THE FARM HOUSE FY2728'MENTIONED IN THE 1969 DESCRIPTION AND THE DRIVEWAY IS NOW A DIM FIELD FY2728'ROAD. FY2728' FY2728'A NEW DESCRIPTION FOLLOWS. FY2728' FY2728'THE STATION IS ABOUT 8 MILES SOUTH OF HENDERSON, 2-1/4 MILES EAST FY2728'OF KITTRELL AND ON THE PROPERTY OF MR. HOWARD DICKERSON WHO LIVES FY2728'IN OXFORD, NORTH CAROLINA. FY2728' FY2728'TO REACH THE STATION FROM THE RAILROAD CROSSING AND THE FIRE FY2728'STATION IN KITRELL, GO EASTERLY ON SECONDARY ROAD 1551 FOR 2.25 FY2728'MILES TO A DIM FIELD ROAD ON THE RIGHT, THIS JUST BEFORE REACHING FY2728'THE JUNCTION WITH SR 1557, A PAVED CROSS ROADS, TURN RIGHT AND FY2728'FOLLOW THE DIM FIELD ROAD SOUTH AND SOUTHEAST FOR ABOUT 250 FEET FY2728'TO THE STATION. TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, GO FY2728'SOUTH ON SR 1557 FOR 0.5 MILE TO THE MARK ON THE LEFT. FY2728' FY2728'THE STATION MARK IS A STANDARD DISK STAMPED---BOBBITT 1969---SET FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND FY2728'RECESSED 1 INCH BELOW THE GROUND SURFACE. THE UNDERGROUND MARK WAS FY2728'NOT INSPECTED BUT WAS DESCRIBED AS BEING 40 INCHES BELOW THE GROUND FY2728'SURFACE. THEY ARE 186.3 FEET SOUTHWEST OF THE CENTERLINE OF SR 1551, FY2728'150.2 FEET SOUTHWEST OF A POWERLINE POLE AT REFERENCE MARK 2, 35 FEET FY2728'SOUTHWEST OF THE FIELD ROAD, 27.5 FEET WEST-NORTHWEST OF THE WEST FACE FY2728'OF A TERRA COTA, WELL PIPE AND 1.1 FEET NORTH OF A METAL WITNESS POST. FY2728' FY2728'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BOBBITT NO 2 1969--- FY2728'SET IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND FY2728'FLUSH WITH THE GROUND. IT IS 34.5 SOUTHWEST OF SR 1551, 2.7 FEET FY2728'SOUTHEAST OF A METAL WITNESS POST AND 2.3 FEET NORTHWEST OF A FY2728'POWER LINE POLE. FY2728' FY2728'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BOBBITT 1933 NO 3 FY2728'1980---SET IN THE TOP OF A ROUND CONCRETE POST, 13-INCHES IN FY2728'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND. IT IS IN THE FY2728'SOUTHWEST ANGLE OF THE INTERSECTION OF SR 1551 AND SR 1557, 72.2 WEST FY2728'OF A METAL FLAG POLE, 35.9 FEET NORTHWEST OF THE CENTERLINE OF SR FY2728'1557, 28.9 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1551, AND FY2728'1.5 FEET SOUTHWEST OF A 4X4-INCH POST WITH ROAD INFORMATION SIGNS FY2728'ATTACHED. FY2728' FY2728'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BOBBITT 1969---SET FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER THAT FY2728'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 117.5 FEET SOUTHWEST OF FY2728'THE SOUTHWEST CORNER OF A BRICK HOUSE, 28.8 FEET EAST OF THE FY2728'CENTERLINE OF SR 1557, 18.8 FEET NORTH OF POWERLINE POLE A-59, WITH FY2728'A TRANSFORMER, 1.7 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX FY2728'NUMBERED 21-E AND 1.5 FEET WEST OF A METAL WITNESS POST. FY2728' FY2728'THE DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED AS A FY2728'POWERLINE POLE IS ON LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4436 *********************************************************************** FY4436 DESIGNATION - BOBBITT FY4436 PID - FY4436 FY4436 STATE/COUNTY- NC/VANCE FY4436 USGS QUAD - MIDDLEBURG (1982) FY4436 FY4436 *CURRENT SURVEY CONTROL FY4436 ___________________________________________________________________ FY4436* NAD 83(1986)- 36 25 33.22924(N) 078 20 54.32153(W) ADJUSTED FY4436* NAVD 88 - 120.9 (meters) 397. (feet) VERTCON FY4436 ___________________________________________________________________ FY4436 LAPLACE CORR- -6.20 (seconds) DEFLEC99 FY4436 GEOID HEIGHT- -32.74 (meters) GEOID03 FY4436 FY4436 HORZ ORDER - SECOND FY4436 FY4436.The North Carolina HARNS have been completed but, FY4436.due to contractual restrictions, coordinates for these stations FY4436.will NOT be published in the near future. In the interim, the FY4436.published coordinates in North Carolina will not be FY4436.consistent with the Continuously Operating Reference Stations FY4436.(CORS). The HARN coordinates for these stations are available FY4436.upon request. Contact Gary Thompson(919-733-3836). FY4436. FY4436.In addition, the published North Carolina positions FY4436.(NAD 83 (1986)) are NOT consistent with those determined in FY4436.adjacent state readjustments. The discontinuity between stations FY4436.located in North Carolina and those in adjacent states FY4436.which have been adjusted to the HARN may be as much as 5 FY4436.decimeters. This will result in a significant loss of accuracy FY4436.over lines crossing such state borders. FY4436 FY4436 FY4436.The horizontal coordinates were established by classical geodetic methods FY4436.and adjusted by the National Geodetic Survey in July 1992. FY4436 FY4436.The NAVD 88 height was computed by applying the VERTCON shift value to FY4436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4436 FY4436.The Laplace correction was computed from DEFLEC99 derived deflections. FY4436 FY4436.The geoid height was determined by GEOID03. FY4436 FY4436; North East Units Scale Factor Converg. FY4436;SPC NC - 297,052.017 668,036.739 MT 1.00008267 +0 22 33.9 FY4436;SPC NC - 974,578.16 2,191,717.20 sFT 1.00008267 +0 22 33.9 FY4436;UTM 17 - 4,034,455.824 737,714.020 MT 1.00029627 +1 34 30.7 FY4436 FY4436! - Elev Factor x Scale Factor = Combined Factor FY4436!SPC NC - 0.99998617 x 1.00008267 = 1.00006883 FY4436!UTM 17 - 0.99998617 x 1.00029627 = 1.00028243 FY4436 FY4436 SUPERSEDED SURVEY CONTROL FY4436 FY4436 NGVD 29 (07/10/92) 121.2 (m) 398. (f) VERT ANG FY4436 FY4436.Superseded values are not recommended for survey control. FY4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4436.See file dsdata.txt to determine how the superseded data were derived. FY4436 FY4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3771434456(NAD 83) FY4436_MARKER: DH = HORIZONTAL CONTROL DISK FY4436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FY4436_SP_SET: CONCRETE DRIVEWAY FY4436_STAMPING: BOBBITT 1985 FY4436_MARK LOGO: NCGS FY4436_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY4436+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005 FY4436 FY4436 HISTORY - Date Condition Report By FY4436 HISTORY - 1985 MONUMENTED NCGS FY4436 HISTORY - 20050907 GOOD GEOCAC FY4436 FY4436 STATION DESCRIPTION FY4436 FY4436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4436'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) WEST OF MANSON, AND 11.8 KM FY4436'(7.3 MI) NORTH-NORTHEAST OF HENDERSON. FY4436'ALONG SR 1371 (FLEMING ROAD), 3.9 KM (2.45 MI) NORTH FROM I-85 FY4436'OVERPASS, OR 0.7 KM (0.45 MI) SOUTH OF PAVED ROAD TO WATER AND SEWAGE FY4436'TREATMENT PLANT, IN MALCOM J. BOBBITT CONCRETE DRIVEWAY. FY4436'STATION IS A STANDARD NCGS DISK STAMPED---BOBBITT 1985---, SET IN A FY4436'DRILL HOLE IN DRIVEWAY. LOCATED 4.67 METERS (15.3 FT) WEST FROM THE FY4436'CENTERLINE OF ROAD, 9.82 METERS (32.2 FT) NORTH-NORTHEAST FROM A FY4436'DINNER BELL POST, 13.72 METERS (45.0 FT) EAST FROM THE SOUTHEAST FY4436'CORNER OF HOUSE, 18.50 METERS (60.7 FT) SOUTHEAST FROM THE NORTHEAST FY4436'CORNER OF HOUSE, AND 24.48 METERS (80.3 FT) SOUTH-SOUTHEAST FROM A FY4436'TELEPHONE PEDESTAL (85 W). FY4436'MARK IS AT ROAD LEVEL. FY4436 FY4436 STATION RECOVERY (2005) FY4436 FY4436'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4436'RECOVERED AS DESCRIBED IN THE DRIVEWAY LEADING TO A BRICK 1.5-STORY FY4436'RESIDENCE AT 2499 FLEMINGTOWN ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2801 *********************************************************************** FY2801 DESIGNATION - BOYD FY2801 PID - FY2801 FY2801 STATE/COUNTY- NC/VANCE FY2801 USGS QUAD - VICKSBORO (1970) FY2801 FY2801 *CURRENT SURVEY CONTROL FY2801 ___________________________________________________________________ FY2801* NAD 83(1986)- 36 16 24.06152(N) 078 21 33.43259(W) ADJUSTED FY2801* NAVD 88 - 145.5 (meters) 477. (feet) VERTCON FY2801 ___________________________________________________________________ FY2801 LAPLACE CORR- -6.50 (seconds) DEFLEC99 FY2801 GEOID HEIGHT- -32.95 (meters) GEOID03 FY2801 FY2801 HORZ ORDER - SECOND FY2801 FY2801.The North Carolina HARNS have been completed but, FY2801.due to contractual restrictions, coordinates for these stations FY2801.will NOT be published in the near future. In the interim, the FY2801.published coordinates in North Carolina will not be FY2801.consistent with the Continuously Operating Reference Stations FY2801.(CORS). The HARN coordinates for these stations are available FY2801.upon request. Contact Gary Thompson(919-733-3836). FY2801. FY2801.In addition, the published North Carolina positions FY2801.(NAD 83 (1986)) are NOT consistent with those determined in FY2801.adjacent state readjustments. The discontinuity between stations FY2801.located in North Carolina and those in adjacent states FY2801.which have been adjusted to the HARN may be as much as 5 FY2801.decimeters. This will result in a significant loss of accuracy FY2801.over lines crossing such state borders. FY2801 FY2801 FY2801.The horizontal coordinates were established by classical geodetic methods FY2801.and adjusted by the National Geodetic Survey in July 1986. FY2801 FY2801.The NAVD 88 height was computed by applying the VERTCON shift value to FY2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2801 FY2801.The Laplace correction was computed from DEFLEC99 derived deflections. FY2801 FY2801.The geoid height was determined by GEOID03. FY2801 FY2801; North East Units Scale Factor Converg. FY2801;SPC NC - 280,117.663 667,171.677 MT 1.00003152 +0 22 11.3 FY2801;SPC NC - 919,019.37 2,188,879.08 sFT 1.00003152 +0 22 11.3 FY2801;UTM 17 - 4,017,503.064 737,202.548 MT 1.00029330 +1 33 47.1 FY2801 FY2801! - Elev Factor x Scale Factor = Combined Factor FY2801!SPC NC - 0.99998233 x 1.00003152 = 1.00001385 FY2801!UTM 17 - 0.99998233 x 1.00029330 = 1.00027563 FY2801 FY2801: Primary Azimuth Mark Grid Az FY2801:SPC NC - FARM 125 16 01.5 FY2801:UTM 17 - FARM 124 04 25.7 FY2801 FY2801|---------------------------------------------------------------------| FY2801| PID Reference Object Distance Geod. Az | FY2801| dddmmss.s | FY2801| FY2800 FARM 409.419 METERS 1253812.8 | FY2801|---------------------------------------------------------------------| FY2801 FY2801 SUPERSEDED SURVEY CONTROL FY2801 FY2801 NAD 27 - 36 16 23.53158(N) 078 21 34.44505(W) AD( ) 2 FY2801 NGVD 29 (07/19/86) 145.8 (m) 478. (f) VERT ANG FY2801 FY2801.Superseded values are not recommended for survey control. FY2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2801.See file dsdata.txt to determine how the superseded data were derived. FY2801 FY2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3720317503(NAD 83) FY2801_MARKER: DE = TRAVERSE STATION DISK FY2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2801_MAGNETIC: N = NO MAGNETIC MATERIAL FY2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2801+STABILITY: SURFACE MOTION FY2801 FY2801 HISTORY - Date Condition Report By FY2801 HISTORY - 1976 MONUMENTED NCGS FY2801 HISTORY - 1985 GOOD USPSQD FY2801 HISTORY - 1987 GOOD USPSQD FY2801 FY2801 STATION DESCRIPTION FY2801 FY2801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2801'BOYD IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2801'VICINITY OF GILLBURG AND APPROXIMATELY 4.5 MILES SOUTHEAST OF FY2801'HENDERSON, NORTH CAROLINA. FY2801' FY2801'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2801'PROCEED SOUTHEASTERLY ALONG NC 39 FOR 0.6 MILE TO STATION ON THE LEFT, FY2801'AND ON THE PROLONGATION OF THE NORTHWEST SIDE OF THE C. H. BOYDS ONE FY2801'AND A HALF STORY WHITE FRAME RESIDENCE, AND 1.15 MILES NORTHWEST OF T FY2801'INTERSECTION WITH SR 1543 (EAST-NORTHEAST). FY2801' FY2801'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BOYD 1976---, SET IN FY2801'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2801'SURFACE OF THE GROUND. THE MARK IS 43.0 FEET NORTH-NORTHEAST OF THE FY2801'CENTERLINE OF NC 39, 88.2 FEET NORTHWEST OF CENTER OF TOP OF NORTHEAST FY2801'END OF CONCRETE CULVERT UNDER HIGHWAY, 80.6 FEET EAST-NORTHEAST OF FY2801'CENTER OF TOP OF SOUTHEAST END OF CONCRETE CULVERT UNDER BOYDS FY2801'DRIVEWAY, 83.9 FEET WEST-SOUTHWEST OF SOUTHEAST CORNER OF MOBILE HOME, FY2801'26.4 FEET EAST-SOUTHEAST OF POWER POLE WITH ALUMINUM TAG, AND 116.3 FY2801'FEET NORTH-NORTHWEST OF TELEPHONE POLE NO.80 WITH ALUMINUM TAG. FY2801 FY2801 STATION RECOVERY (1985) FY2801 FY2801'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2801'RECOVERED IN GOOD CONDITION. FY2801 FY2801 STATION RECOVERY (1987) FY2801 FY2801'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY2801'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2772 *********************************************************************** FY2772 DESIGNATION - BRIDGE FY2772 PID - FY2772 FY2772 STATE/COUNTY- NC/VANCE FY2772 USGS QUAD - VICKSBORO (1970) FY2772 FY2772 *CURRENT SURVEY CONTROL FY2772 ___________________________________________________________________ FY2772* NAD 83(1986)- 36 21 03.41627(N) 078 21 46.51264(W) ADJUSTED FY2772* NAVD 88 - 163.1 (meters) 535. (feet) VERTCON FY2772 ___________________________________________________________________ FY2772 LAPLACE CORR- -6.36 (seconds) DEFLEC99 FY2772 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2772 FY2772 HORZ ORDER - SECOND FY2772 FY2772.The North Carolina HARNS have been completed but, FY2772.due to contractual restrictions, coordinates for these stations FY2772.will NOT be published in the near future. In the interim, the FY2772.published coordinates in North Carolina will not be FY2772.consistent with the Continuously Operating Reference Stations FY2772.(CORS). The HARN coordinates for these stations are available FY2772.upon request. Contact Gary Thompson(919-733-3836). FY2772. FY2772.In addition, the published North Carolina positions FY2772.(NAD 83 (1986)) are NOT consistent with those determined in FY2772.adjacent state readjustments. The discontinuity between stations FY2772.located in North Carolina and those in adjacent states FY2772.which have been adjusted to the HARN may be as much as 5 FY2772.decimeters. This will result in a significant loss of accuracy FY2772.over lines crossing such state borders. FY2772 FY2772 FY2772.The horizontal coordinates were established by classical geodetic methods FY2772.and adjusted by the National Geodetic Survey in July 1986. FY2772 FY2772.The NAVD 88 height was computed by applying the VERTCON shift value to FY2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2772 FY2772.The Laplace correction was computed from DEFLEC99 derived deflections. FY2772 FY2772.The geoid height was determined by GEOID03. FY2772 FY2772; North East Units Scale Factor Converg. FY2772;SPC NC - 288,726.469 666,789.949 MT 1.00005665 +0 22 03.7 FY2772;SPC NC - 947,263.42 2,187,626.69 sFT 1.00005665 +0 22 03.7 FY2772;UTM 17 - 4,026,104.170 736,641.273 MT 1.00029001 +1 33 49.7 FY2772 FY2772! - Elev Factor x Scale Factor = Combined Factor FY2772!SPC NC - 0.99997955 x 1.00005665 = 1.00003620 FY2772!UTM 17 - 0.99997955 x 1.00029001 = 1.00026955 FY2772 FY2772: Primary Azimuth Mark Grid Az FY2772:SPC NC - JUNCTION 003 20 31.7 FY2772:UTM 17 - JUNCTION 002 08 45.7 FY2772 FY2772|---------------------------------------------------------------------| FY2772| PID Reference Object Distance Geod. Az | FY2772| dddmmss.s | FY2772| FY2783 JUNCTION APPROX. 1.5 KM 0034235.4 | FY2772| FY2793 YIELD 407.820 METERS 1890612.7 | FY2772|---------------------------------------------------------------------| FY2772 FY2772 SUPERSEDED SURVEY CONTROL FY2772 FY2772 NAD 27 - 36 21 02.89229(N) 078 21 47.52233(W) AD( ) 2 FY2772 NGVD 29 (07/19/86) 163.4 (m) 536. (f) VERT ANG FY2772 FY2772.Superseded values are not recommended for survey control. FY2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2772.See file dsdata.txt to determine how the superseded data were derived. FY2772 FY2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3664126104(NAD 83) FY2772_MARKER: DE = TRAVERSE STATION DISK FY2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2772_STAMPING: BRIDGE 1969 FY2772_MARK LOGO: NCGS FY2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2772+STABILITY: SURFACE MOTION FY2772 FY2772 HISTORY - Date Condition Report By FY2772 HISTORY - 1969 MONUMENTED NCGS FY2772 HISTORY - 1985 GOOD USPSQD FY2772 FY2772 STATION DESCRIPTION FY2772 FY2772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2772'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2772'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2772' FY2772'BRIDGE IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF FY2772'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2772'U.S. 1 BYPASS WITH U.S. 1 BUSINESS, GO SOUTH ON U.S. 1 BYPASS FY2772'FOR 0.9 MILE TO BRIDGE OVER RAILROAD, AND STATION. WHICH IS ON FY2772'THE SOUTHWEST SHOULDER OF U.S. 1 BYPASS. FY2772' FY2772'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2772'BRIDGE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2772'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2772' FY2772'MARK IS FY2772' FY2772'23.0 FT W OF C/L OF U.S. 1 BYPASS. FY2772' FY2772'78.2 FT SW OF BRIDGE WARNING POST ON E SIDE OF ROAD, AND WITH FY2772'ALUMINUM REF. TAG. FY2772' FY2772'32.9 FT S OF BRIDGE WARNING POST ON W SIDE OF ROAD, AND WITH FY2772'ALUMINUM REF. TAG. FY2772' FY2772'73.8 FT SE OF TP ON W SIDE OF BRIDGE OVER RAILROAD, AND WITH FY2772'ALUMINUM REF. TAG. FY2772 FY2772 STATION RECOVERY (1985) FY2772 FY2772'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2772'BRIDGE 1969 FOUND GOOD. FY2772' FY2772'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4437 *********************************************************************** FY4437 DESIGNATION - BULLOCKS PT FY4437 PID - FY4437 FY4437 STATE/COUNTY- NC/VANCE FY4437 USGS QUAD - MIDDLEBURG (1982) FY4437 FY4437 *CURRENT SURVEY CONTROL FY4437 ___________________________________________________________________ FY4437* NAD 83(1986)- 36 27 40.61317(N) 078 22 13.21921(W) ADJUSTED FY4437* NAVD 88 - 94.89 (+/-2cm) 311.3 (feet) VERTCON FY4437 ___________________________________________________________________ FY4437 LAPLACE CORR- -6.98 (seconds) DEFLEC99 FY4437 GEOID HEIGHT- -32.59 (meters) GEOID03 FY4437 FY4437 HORZ ORDER - SECOND FY4437 VERT ORDER - THIRD (See Below) FY4437 FY4437.The North Carolina HARNS have been completed but, FY4437.due to contractual restrictions, coordinates for these stations FY4437.will NOT be published in the near future. In the interim, the FY4437.published coordinates in North Carolina will not be FY4437.consistent with the Continuously Operating Reference Stations FY4437.(CORS). The HARN coordinates for these stations are available FY4437.upon request. Contact Gary Thompson(919-733-3836). FY4437. FY4437.In addition, the published North Carolina positions FY4437.(NAD 83 (1986)) are NOT consistent with those determined in FY4437.adjacent state readjustments. The discontinuity between stations FY4437.located in North Carolina and those in adjacent states FY4437.which have been adjusted to the HARN may be as much as 5 FY4437.decimeters. This will result in a significant loss of accuracy FY4437.over lines crossing such state borders. FY4437 FY4437 FY4437.The horizontal coordinates were established by classical geodetic methods FY4437.and adjusted by the National Geodetic Survey in July 1992. FY4437 FY4437.The NAVD 88 height was computed by applying the VERTCON shift value to FY4437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4437.The vertical order pertains to the NGVD 29 superseded value. FY4437 FY4437.The Laplace correction was computed from DEFLEC99 derived deflections. FY4437 FY4437.The geoid height was determined by GEOID03. FY4437 FY4437; North East Units Scale Factor Converg. FY4437;SPC NC - 300,966.116 666,046.360 MT 1.00009556 +0 21 48.3 FY4437;SPC NC - 987,419.67 2,185,187.10 sFT 1.00009556 +0 21 48.3 FY4437;UTM 17 - 4,038,328.175 735,641.718 MT 1.00028418 +1 33 48.5 FY4437 FY4437! - Elev Factor x Scale Factor = Combined Factor FY4437!SPC NC - 0.99999022 x 1.00009556 = 1.00008578 FY4437!UTM 17 - 0.99999022 x 1.00028418 = 1.00027440 FY4437 FY4437|---------------------------------------------------------------------| FY4437| PID Reference Object Distance Geod. Az | FY4437| dddmmss.s | FY4437| FY4461 N 5.4 87.009 METERS 11715 | FY4437| FY4460 N 5.3 8.542 METERS 27033 | FY4437|---------------------------------------------------------------------| FY4437 FY4437 SUPERSEDED SURVEY CONTROL FY4437 FY4437 NGVD 29 (07/10/92) 95.17 (m) 312.2 (f) LEVELING 3 FY4437 FY4437.Superseded values are not recommended for survey control. FY4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4437.See file dsdata.txt to determine how the superseded data were derived. FY4437 FY4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3564238328(NAD 83) FY4437_MARKER: DH = HORIZONTAL CONTROL DISK FY4437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4437_SP_SET: CONCRETE POST FY4437_STAMPING: BULLOCKS PT 1985 FY4437_MARK LOGO: NCGS FY4437_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4437+STABILITY: SURFACE MOTION FY4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY4437+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005 FY4437 FY4437 HISTORY - Date Condition Report By FY4437 HISTORY - 1985 MONUMENTED NCGS FY4437 HISTORY - 20050907 GOOD GEOCAC FY4437 FY4437 STATION DESCRIPTION FY4437 FY4437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4437'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF DREWRY, AND 13.5 KM FY4437'(8.4 MI) NORTH OF HENDERSON, IN BULLOCKSVILLE STATE PARK. FY4437'PROCEED ALONG SR 1383 FOR 0.5 KM (0.3 MI) FROM SR 1366 INTERSECTION FY4437'INSIDE OF PARK, TO END OF TRUCK TRAVEL TO WESTERNMOST POINT OF LAND FY4437'AND ABANDONED CONCRETE FLOORING, THENCE ALONG RIDGE NORTHWEST TO FY4437'PLAYGROUNDS SLIDE, THENCE CONTINUE WEST FROM SLIDE FOR APPROXIMATELY FY4437'300 FEET TO STATION. FY4437'STATION IS A STANDARD NCGS DISK STAMPED---BULLOCKS PT 1985---, SET FY4437'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4437'GROUND. LOCATED 4.11 METERS (13.5 FT) WEST FROM A 6-INCH PINE, 5.30 FY4437'METERS (17.4 FT) SOUTHEAST FROM A 6-INCH PINE, 7.13 METERS (23.4 FT) FY4437'SOUTH-SOUTHWEST FROM A 6-INCH PINE, AND 10.06 METERS (33.0 FT) NORTH FY4437'FROM A 6-INCH GUM--ALL WITH REFERENCE TAGS. FY4437'REFERENCE OBJECT 1 IS A STANDARD USE DISK STAMPED---N 5.3 1951---, SET FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING FY4437'15 CM ABOVE GROUND. LOCATED 8.558 METERS (28.08 FT) WEST FROM THE FY4437'STATION. FY4437'REFERENCE OBJECT 2 IS A STANDARD USE DISK STAMPED---N 5.4 1951---, SET FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING FY4437'15 CM ABOVE GROUND. LOCATED 87.158 METERS (285.95 FT) SOUTHEAST FROM FY4437'THE STATION (SLOPE DISTANCE), AND JUST EAST OF PLAYGROUND SLIDE. FY4437'MARK IS ABOUT 10 FEET ABOVE NORMAL WATER LEVEL. FY4437 FY4437 STATION RECOVERY (2005) FY4437 FY4437'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4437'FROM THE ENTRANCE OF BULLOCKSVILLE STATE PARK, GO SIX HUNDRED FEET FY4437'INTO THE PARK AND TURN LEFT ONTO SR1383 (BULLOCKSVILLE PARK CIRCLE). FY4437'GO TO END OF ROAD AT PARKING LOT FOR PICNIC AREA. PROCEED ON FOOT FY4437'ALONG CEMENT WALKWAY TO END, THENCE APPROX 300 FEET NORTHWEST TO A FY4437'POINT OF LAND. FY4437' FY4437'STATION IS FLUSH WITH THE GROUND, ABOUT 10 FEET INLAND FROM A BANK FY4437'OVERLOOKING THE BEACH ABOVE THE NORMAL WATER LEVEL. IT IS LOCATED FY4437'12 FEET WSW OF A 10-INCH PINE TREE AND 30 FEET NORTH OF A 6-INCH GUM FY4437'TREE, BOTH WITH REFERENCE TAGS. FY4437' FY4437'REFERENCE OBJECT 1 HAS BEEN RESET, AND PRESENTLY IS 12 FEET SOUTH (NOT FY4437'28 FEET WEST) OF STATION. IT IS A USE DISK STAMPED N 5.3 1997, SET FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE FY4437'GROUND. FY4437' FY4437'REFERENCE OBJECT 2 WAS FOUND AS DESCRIBED, EXCEPT PLAYGROUND SLIDE HAS FY4437'BEEN REMOVED, AND MONUMENT IS ROUND INSTEAD OF SQUARE. IT IS FY4437'APPROXIMATELY 69 FEET NORTH NORTHWEST OF THE NW CORNER OF A 12X12 FY4437'CEMENT SLAB FOR A PICNIC TABLE. THE DISTANCE TO STATION BULLOCKS POINT FY4437'WAS NOT VERIFIED. FY4437' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2774 *********************************************************************** FY2774 DESIGNATION - CABLE FY2774 PID - FY2774 FY2774 STATE/COUNTY- NC/VANCE FY2774 USGS QUAD - VICKSBORO (1970) FY2774 FY2774 *CURRENT SURVEY CONTROL FY2774 ___________________________________________________________________ FY2774* NAD 83(1986)- 36 21 14.50940(N) 078 18 21.67815(W) ADJUSTED FY2774* NAVD 88 - 141.4 (meters) 464. (feet) VERTCON FY2774 ___________________________________________________________________ FY2774 LAPLACE CORR- -5.22 (seconds) DEFLEC99 FY2774 GEOID HEIGHT- -32.99 (meters) GEOID03 FY2774 FY2774 HORZ ORDER - SECOND FY2774 FY2774.The North Carolina HARNS have been completed but, FY2774.due to contractual restrictions, coordinates for these stations FY2774.will NOT be published in the near future. In the interim, the FY2774.published coordinates in North Carolina will not be FY2774.consistent with the Continuously Operating Reference Stations FY2774.(CORS). The HARN coordinates for these stations are available FY2774.upon request. Contact Gary Thompson(919-733-3836). FY2774. FY2774.In addition, the published North Carolina positions FY2774.(NAD 83 (1986)) are NOT consistent with those determined in FY2774.adjacent state readjustments. The discontinuity between stations FY2774.located in North Carolina and those in adjacent states FY2774.which have been adjusted to the HARN may be as much as 5 FY2774.decimeters. This will result in a significant loss of accuracy FY2774.over lines crossing such state borders. FY2774 FY2774 FY2774.The horizontal coordinates were established by classical geodetic methods FY2774.and adjusted by the National Geodetic Survey in July 1986. FY2774 FY2774.The NAVD 88 height was computed by applying the VERTCON shift value to FY2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2774 FY2774.The Laplace correction was computed from DEFLEC99 derived deflections. FY2774 FY2774.The geoid height was determined by GEOID03. FY2774 FY2774; North East Units Scale Factor Converg. FY2774;SPC NC - 289,102.655 671,895.083 MT 1.00005768 +0 24 02.0 FY2774;SPC NC - 948,497.63 2,204,375.78 sFT 1.00005768 +0 24 02.0 FY2774;UTM 17 - 4,026,587.006 741,738.700 MT 1.00032006 +1 35 51.7 FY2774 FY2774! - Elev Factor x Scale Factor = Combined Factor FY2774!SPC NC - 0.99998298 x 1.00005768 = 1.00004066 FY2774!UTM 17 - 0.99998298 x 1.00032006 = 1.00030304 FY2774 FY2774: Primary Azimuth Mark Grid Az FY2774:SPC NC - LOVE 266 39 18.2 FY2774:UTM 17 - LOVE 265 27 28.5 FY2774 FY2774|---------------------------------------------------------------------| FY2774| PID Reference Object Distance Geod. Az | FY2774| dddmmss.s | FY2774| FY2780 HARTON 410.462 METERS 0590342.1 | FY2774| FY2784 LOVE APPROX. 1.0 KM 2670320.2 | FY2774|---------------------------------------------------------------------| FY2774 FY2774 SUPERSEDED SURVEY CONTROL FY2774 FY2774 NAD 27 - 36 21 13.98445(N) 078 18 22.69455(W) AD( ) 2 FY2774 NGVD 29 (07/19/86) 141.7 (m) 465. (f) VERT ANG FY2774 FY2774.Superseded values are not recommended for survey control. FY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2774.See file dsdata.txt to determine how the superseded data were derived. FY2774 FY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4173926587(NAD 83) FY2774_MARKER: DE = TRAVERSE STATION DISK FY2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2774_STAMPING: CABLE 1969 FY2774_MARK LOGO: NCGS FY2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2774+STABILITY: SURFACE MOTION FY2774 FY2774 HISTORY - Date Condition Report By FY2774 HISTORY - 1969 MONUMENTED NCGS FY2774 FY2774 STATION DESCRIPTION FY2774 FY2774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2774'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2774'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2774' FY2774'CABLE IS LOCATED APPROXIMATELY 5.6 MILES NORTHEAST OF HENDERSON, FY2774'AND 3.2 MILES SOUTH OF MIDDLEBURG. TO REACH STATION PROCEED FROM FY2774'THE INTERSECTION OF U.S. 1 BYPASS AND SR 1001 NEAR HENDERSON, GO FY2774'EAST ON SR 1001 FOR 2.4 MILES TO INTERSECTION OF SR 1001 AND SR FY2774'1510, CONTINUE ON SR 1001 FOR 0.7 MILE TO STATION ON RIGHT ON FY2774'APPROXIMATE 10 FOOT BANK. FY2774' FY2774'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2774'CABLE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FY2774'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. FY2774' FY2774'MARK IS FY2774' FY2774'51.0 FT S OF C/L OF SR 1001 FY2774' FY2774'9.2 FT ENE OF TP 1883-17-3 WITH ALUMINUM REF. TAG FY2774' FY2774'17.1 FT SW OF 4 INCH PINE WITH ALUMINUM REF. TAG FY2774' FY2774'5.7 FT S OF 3 INCH PINE WITH ALUMINUM REF. TAG FY2774' FY2774'81.7 FT NNW OF 14 INCH POPLAR WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4439 *********************************************************************** FY4439 DESIGNATION - CAUTION FY4439 PID - FY4439 FY4439 STATE/COUNTY- NC/VANCE FY4439 USGS QUAD - MIDDLEBURG (1982) FY4439 FY4439 *CURRENT SURVEY CONTROL FY4439 ___________________________________________________________________ FY4439* NAD 83(1986)- 36 28 42.71980(N) 078 20 34.18285(W) ADJUSTED FY4439* NAVD 88 - 106.1 (meters) 348. (feet) VERTCON FY4439 ___________________________________________________________________ FY4439 LAPLACE CORR- -6.50 (seconds) DEFLEC99 FY4439 GEOID HEIGHT- -32.66 (meters) GEOID03 FY4439 FY4439 HORZ ORDER - SECOND FY4439 FY4439.The North Carolina HARNS have been completed but, FY4439.due to contractual restrictions, coordinates for these stations FY4439.will NOT be published in the near future. In the interim, the FY4439.published coordinates in North Carolina will not be FY4439.consistent with the Continuously Operating Reference Stations FY4439.(CORS). The HARN coordinates for these stations are available FY4439.upon request. Contact Gary Thompson(919-733-3836). FY4439. FY4439.In addition, the published North Carolina positions FY4439.(NAD 83 (1986)) are NOT consistent with those determined in FY4439.adjacent state readjustments. The discontinuity between stations FY4439.located in North Carolina and those in adjacent states FY4439.which have been adjusted to the HARN may be as much as 5 FY4439.decimeters. This will result in a significant loss of accuracy FY4439.over lines crossing such state borders. FY4439 FY4439 FY4439.The horizontal coordinates were established by classical geodetic methods FY4439.and adjusted by the National Geodetic Survey in July 1992. FY4439 FY4439.The NAVD 88 height was computed by applying the VERTCON shift value to FY4439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4439 FY4439.The Laplace correction was computed from DEFLEC99 derived deflections. FY4439 FY4439.The geoid height was determined by GEOID03. FY4439 FY4439; North East Units Scale Factor Converg. FY4439;SPC NC - 302,896.645 668,499.756 MT 1.00010199 +0 22 45.5 FY4439;SPC NC - 993,753.41 2,193,236.28 sFT 1.00010199 +0 22 45.5 FY4439;UTM 17 - 4,040,310.068 738,054.589 MT 1.00029826 +1 34 49.8 FY4439 FY4439! - Elev Factor x Scale Factor = Combined Factor FY4439!SPC NC - 0.99998848 x 1.00010199 = 1.00009047 FY4439!UTM 17 - 0.99998848 x 1.00029826 = 1.00028673 FY4439 FY4439 SUPERSEDED SURVEY CONTROL FY4439 FY4439 NGVD 29 (07/10/92) 106.4 (m) 349. (f) VERT ANG FY4439 FY4439.Superseded values are not recommended for survey control. FY4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4439.See file dsdata.txt to determine how the superseded data were derived. FY4439 FY4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3805540310(NAD 83) FY4439_MARKER: DH = HORIZONTAL CONTROL DISK FY4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4439_SP_SET: CONCRETE POST FY4439_STAMPING: CAUTION 1985 FY4439_MARK LOGO: NCGS FY4439_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4439+STABILITY: SURFACE MOTION FY4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4439+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4439 FY4439 HISTORY - Date Condition Report By FY4439 HISTORY - 1985 MONUMENTED NCGS FY4439 HISTORY - 1987 GOOD USPSQD FY4439 HISTORY - 20050416 GOOD USPSQD FY4439 FY4439 STATION DESCRIPTION FY4439 FY4439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4439'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTHWEST OF DREWRY, AND 17.2 FY4439'KM (10.70 MI) NORTH-NORTHEAST OF HENDERSON. FY4439'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4439'FROM DREWRY, TO SR 1365 ON RIGHT, THENCE ALONG SR 1365, 2.4 KM FY4439'(1.5 MI) NORTH-NORTHWEST TO END OF PAVEMENT AND STATION ON LEFT, ON FY4439'SMALL BANK IN POWER LINE CLEARING. FY4439'STATION IS A STANDARD NCGS DISK STAMPED---CAUTION 1985---, SET INTO FY4439'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 3 CM FY4439'ABOVE GROUND. LOCATED 9.1 METERS (30 FT) WEST FROM THE CENTERLINE OF FY4439'ROAD, 14.08 METERS (46.2 FT) WEST-NORTHWEST FROM A FY4439'CAUTION-DEAD-END-ROAD SIGN POST,--AND 23.96 METERS (78.6 FT) SOUTH FY4439'FROM A POWER POLE, 4.75 METERS (15.6 FT) WEST-SOUTHWEST FROM A 10 INCH FY4439'ELM AND 12.85 METERS (42.2 FT) SOUTHEAST FROM A 10 PINE--ALL WITH FY4439'REFERENCE TAGS. FY4439'MARK IS 4 FEET ABOVE ROAD LEVEL. FY4439 FY4439 STATION RECOVERY (1987) FY4439 FY4439'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) FY4439'RECOVERED IN GOOD CONDITION. FY4439 FY4439 STATION RECOVERY (2005) FY4439 FY4439'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4439'N 36 28.713 FY4439'W 078 20.571 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2743 *********************************************************************** FY2743 DESIGNATION - CEDAR FY2743 PID - FY2743 FY2743 STATE/COUNTY- NC/VANCE FY2743 USGS QUAD - MIDDLEBURG (1982) FY2743 FY2743 *CURRENT SURVEY CONTROL FY2743 ___________________________________________________________________ FY2743* NAD 83(1986)- 36 22 36.72661(N) 078 20 53.41067(W) ADJUSTED FY2743* NAVD 88 - 149.5 (meters) 490. (feet) VERTCON FY2743 ___________________________________________________________________ FY2743 LAPLACE CORR- -5.93 (seconds) DEFLEC99 FY2743 GEOID HEIGHT- -32.81 (meters) GEOID03 FY2743 FY2743 HORZ ORDER - SECOND FY2743 FY2743.The North Carolina HARNS have been completed but, FY2743.due to contractual restrictions, coordinates for these stations FY2743.will NOT be published in the near future. In the interim, the FY2743.published coordinates in North Carolina will not be FY2743.consistent with the Continuously Operating Reference Stations FY2743.(CORS). The HARN coordinates for these stations are available FY2743.upon request. Contact Gary Thompson(919-733-3836). FY2743. FY2743.In addition, the published North Carolina positions FY2743.(NAD 83 (1986)) are NOT consistent with those determined in FY2743.adjacent state readjustments. The discontinuity between stations FY2743.located in North Carolina and those in adjacent states FY2743.which have been adjusted to the HARN may be as much as 5 FY2743.decimeters. This will result in a significant loss of accuracy FY2743.over lines crossing such state borders. FY2743 FY2743 FY2743.The horizontal coordinates were established by classical geodetic methods FY2743.and adjusted by the National Geodetic Survey in July 1986. FY2743 FY2743.The NAVD 88 height was computed by applying the VERTCON shift value to FY2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2743 FY2743.The Laplace correction was computed from DEFLEC99 derived deflections. FY2743 FY2743.The geoid height was determined by GEOID03. FY2743 FY2743; North East Units Scale Factor Converg. FY2743;SPC NC - 291,611.360 668,095.156 MT 1.00006545 +0 22 34.4 FY2743;SPC NC - 956,728.27 2,191,908.86 sFT 1.00006545 +0 22 34.4 FY2743;UTM 17 - 4,029,016.368 737,886.234 MT 1.00029729 +1 34 24.7 FY2743 FY2743! - Elev Factor x Scale Factor = Combined Factor FY2743!SPC NC - 0.99998168 x 1.00006545 = 1.00004713 FY2743!UTM 17 - 0.99998168 x 1.00029729 = 1.00027897 FY2743 FY2743: Primary Azimuth Mark Grid Az FY2743:SPC NC - PEDESTAL 019 28 45.0 FY2743:UTM 17 - PEDESTAL 018 16 54.7 FY2743 FY2743|---------------------------------------------------------------------| FY2743| PID Reference Object Distance Geod. Az | FY2743| dddmmss.s | FY2743| FY2758 PEDESTAL APPROX. 1.1 KM 0195119.4 | FY2743|---------------------------------------------------------------------| FY2743 FY2743 SUPERSEDED SURVEY CONTROL FY2743 FY2743 NAD 27 - 36 22 36.20304(N) 078 20 54.42048(W) AD( ) 2 FY2743 NGVD 29 (07/19/86) 149.8 (m) 491. (f) VERT ANG FY2743 FY2743.Superseded values are not recommended for survey control. FY2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2743.See file dsdata.txt to determine how the superseded data were derived. FY2743 FY2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3788629016(NAD 83) FY2743_MARKER: DE = TRAVERSE STATION DISK FY2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2743_STAMPING: CEDAR 1969 FY2743_MARK LOGO: NCGS FY2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2743+STABILITY: SURFACE MOTION FY2743 FY2743 HISTORY - Date Condition Report By FY2743 HISTORY - 1969 MONUMENTED NCGS FY2743 FY2743 STATION DESCRIPTION FY2743 FY2743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2743'CEDAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2743'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2743' FY2743'CEDAR IS LOCATED APPROXIMATELY 5.0 MILES NORTHEAST OF FY2743'HENDERSON. TO REACH STATION PROCEED FROM MIDDLEBURG HIGH FY2743'SCHOOL, GO SOUTHWEST ON US 158 (OLD US 1) FOR 1.9 MILES TO FY2743'STATION. WHICH IS ON THE SOUTHEAST SIDE OF US 158, 0.1 MILE FY2743'SOUTHEAST OF INTERSECTION OF SR 1507 WITH US 158 AND 1.1 MILE FY2743'NORTHEAST OF INTERSECTION OF US 158 WITH US 1 BYPASS, IN WHAT FY2743'APPEARS TO BE AN OLD ROAD BED ABOUT 300 FEET SOUTHEAST OF A TWO FY2743'STORY WHITE FRAME HOUSE WITH ALUMINUM SIDING. FY2743' FY2743'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2743'CEDAR 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2743'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2743' FY2743'MARK IS FY2743' FY2743'33.0 FT SE OF C/L OF US 158 FY2743' FY2743'27.3 FT NW OF PP 51 ON SE SIDE OF US 158, AND WITH ALUMINUM FY2743'REF. TAG FY2743' FY2743'31.4 FT W OF BOTTOM END OF ANCHOR CABLE FOR PP 51 FY2743' FY2743'150.0 FT SW OF PP 51-1/2 ON SE SIDE OF US 158, AND WITH FY2743'ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4440 *********************************************************************** FY4440 DESIGNATION - CHARLIE FY4440 PID - FY4440 FY4440 STATE/COUNTY- NC/VANCE FY4440 USGS QUAD - JOHN H KERR DAM (1981) FY4440 FY4440 *CURRENT SURVEY CONTROL FY4440 ___________________________________________________________________ FY4440* NAD 83(1986)- 36 30 26.18528(N) 078 19 37.51480(W) ADJUSTED FY4440* NAVD 88 - 109.7 (meters) 360. (feet) VERTCON FY4440 ___________________________________________________________________ FY4440 LAPLACE CORR- -6.31 (seconds) DEFLEC99 FY4440 GEOID HEIGHT- -32.67 (meters) GEOID03 FY4440 FY4440 HORZ ORDER - SECOND FY4440 FY4440.The North Carolina HARNS have been completed but, FY4440.due to contractual restrictions, coordinates for these stations FY4440.will NOT be published in the near future. In the interim, the FY4440.published coordinates in North Carolina will not be FY4440.consistent with the Continuously Operating Reference Stations FY4440.(CORS). The HARN coordinates for these stations are available FY4440.upon request. Contact Gary Thompson(919-733-3836). FY4440. FY4440.In addition, the published North Carolina positions FY4440.(NAD 83 (1986)) are NOT consistent with those determined in FY4440.adjacent state readjustments. The discontinuity between stations FY4440.located in North Carolina and those in adjacent states FY4440.which have been adjusted to the HARN may be as much as 5 FY4440.decimeters. This will result in a significant loss of accuracy FY4440.over lines crossing such state borders. FY4440 FY4440 FY4440.The horizontal coordinates were established by classical geodetic methods FY4440.and adjusted by the National Geodetic Survey in July 1992. FY4440 FY4440.The NAVD 88 height was computed by applying the VERTCON shift value to FY4440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4440 FY4440.The Laplace correction was computed from DEFLEC99 derived deflections. FY4440 FY4440.The geoid height was determined by GEOID03. FY4440 FY4440; North East Units Scale Factor Converg. FY4440;SPC NC - 306,095.636 669,888.901 MT 1.00011289 +0 23 18.2 FY4440;SPC NC - 1,004,248.77 2,197,793.84 sFT 1.00011289 +0 23 18.2 FY4440;UTM 17 - 4,043,538.121 739,376.587 MT 1.00030603 +1 35 27.4 FY4440 FY4440! - Elev Factor x Scale Factor = Combined Factor FY4440!SPC NC - 0.99998792 x 1.00011289 = 1.00010081 FY4440!UTM 17 - 0.99998792 x 1.00030603 = 1.00029394 FY4440 FY4440 SUPERSEDED SURVEY CONTROL FY4440 FY4440 NGVD 29 (07/10/92) 110.0 (m) 361. (f) VERT ANG FY4440 FY4440.Superseded values are not recommended for survey control. FY4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4440.See file dsdata.txt to determine how the superseded data were derived. FY4440 FY4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3937743538(NAD 83) FY4440_MARKER: DH = HORIZONTAL CONTROL DISK FY4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4440_SP_SET: CONCRETE POST FY4440_STAMPING: CHARLIE 1985 FY4440_MARK LOGO: NCGS FY4440_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4440+STABILITY: SURFACE MOTION FY4440 FY4440 HISTORY - Date Condition Report By FY4440 HISTORY - 1985 MONUMENTED NCGS FY4440 FY4440 STATION DESCRIPTION FY4440 FY4440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4440'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH-NORTHWEST OF DREWRY, FY4440'AND 20.6 KM (12.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4440'TO REACH THE STATION FROM THE INTERSECTION OF SR 1200 (KERR DAM ROAD) FY4440'AND SR 1202, 4.8 KM (3.0 MI) NORTH OF CROSSROADS IN DREWRY, GO WEST FY4440'FOR 2.2 KM (1.35 MI) ON SR 1202 (BECOMING SR 1362 IN VANCE COUNTY), TO FY4440'DIRT DRIVEWAY AND STATION ON RIGHT AT BRUSH LINE. FY4440'STATION IS A STANDARD NCGS DISK STAMPED---CHARLIE 1985---, SET INTO FY4440'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 3 CM FY4440'ABOVE GROUND. LOCATED 3.4 METERS (11 FT) WEST OF THE CENTERLINE OF A FY4440'DRIVEWAY, 58.4 METERS (192 FT) NORTH FROM THE INTERSECTION OF ROAD AND FY4440'THE DRIVEWAY,--AND 8.38 METERS (27.5 FT) SOUTH FROM A 4-INCH CEDAR, FY4440'53.92 METERS (176.9 FT) SOUTH-SOUTHWEST FROM A 36-INCH ELM AND 28.46 FY4440'METERS (93.4 FT) NORTHEAST FROM A POWER POLE--ALL WITH REFERENCE TAGS. FY4440'MARK IS AT ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4441 *********************************************************************** FY4441 DESIGNATION - CHEX FY4441 PID - FY4441 FY4441 STATE/COUNTY- NC/VANCE FY4441 USGS QUAD - MIDDLEBURG (1982) FY4441 FY4441 *CURRENT SURVEY CONTROL FY4441 ___________________________________________________________________ FY4441* NAD 83(1986)- 36 23 42.34461(N) 078 20 27.22404(W) ADJUSTED FY4441* NAVD 88 - 146.3 (meters) 480. (feet) VERTCON FY4441 ___________________________________________________________________ FY4441 LAPLACE CORR- -5.82 (seconds) DEFLEC99 FY4441 GEOID HEIGHT- -32.81 (meters) GEOID03 FY4441 FY4441 HORZ ORDER - SECOND FY4441 FY4441.The North Carolina HARNS have been completed but, FY4441.due to contractual restrictions, coordinates for these stations FY4441.will NOT be published in the near future. In the interim, the FY4441.published coordinates in North Carolina will not be FY4441.consistent with the Continuously Operating Reference Stations FY4441.(CORS). The HARN coordinates for these stations are available FY4441.upon request. Contact Gary Thompson(919-733-3836). FY4441. FY4441.In addition, the published North Carolina positions FY4441.(NAD 83 (1986)) are NOT consistent with those determined in FY4441.adjacent state readjustments. The discontinuity between stations FY4441.located in North Carolina and those in adjacent states FY4441.which have been adjusted to the HARN may be as much as 5 FY4441.decimeters. This will result in a significant loss of accuracy FY4441.over lines crossing such state borders. FY4441 FY4441 FY4441.The horizontal coordinates were established by classical geodetic methods FY4441.and adjusted by the National Geodetic Survey in July 1992. FY4441 FY4441.The NAVD 88 height was computed by applying the VERTCON shift value to FY4441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4441 FY4441.The Laplace correction was computed from DEFLEC99 derived deflections. FY4441 FY4441.The geoid height was determined by GEOID03. FY4441 FY4441; North East Units Scale Factor Converg. FY4441;SPC NC - 293,638.370 668,734.476 MT 1.00007177 +0 22 49.5 FY4441;SPC NC - 963,378.55 2,194,006.36 sFT 1.00007177 +0 22 49.5 FY4441;UTM 17 - 4,031,056.767 738,483.183 MT 1.00030079 +1 34 42.7 FY4441 FY4441! - Elev Factor x Scale Factor = Combined Factor FY4441!SPC NC - 0.99998218 x 1.00007177 = 1.00005395 FY4441!UTM 17 - 0.99998218 x 1.00030079 = 1.00028297 FY4441 FY4441 SUPERSEDED SURVEY CONTROL FY4441 FY4441 NGVD 29 (07/10/92) 146.6 (m) 481. (f) VERT ANG FY4441 FY4441.Superseded values are not recommended for survey control. FY4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4441.See file dsdata.txt to determine how the superseded data were derived. FY4441 FY4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3848331057(NAD 83) FY4441_MARKER: DH = HORIZONTAL CONTROL DISK FY4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4441_SP_SET: CONCRETE POST FY4441_STAMPING: CHEX 1985 FY4441_MARK LOGO: NCGS FY4441_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4441+STABILITY: SURFACE MOTION FY4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4441+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4441 FY4441 HISTORY - Date Condition Report By FY4441 HISTORY - 1985 MONUMENTED NCGS FY4441 HISTORY - 20050303 GOOD GEOCAC FY4441 HISTORY - 20050416 GOOD USPSQD FY4441 FY4441 STATION DESCRIPTION FY4441 FY4441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4441'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF MANSON, AND 9.0 FY4441'KM (5.6 MI) NORTHEAST OF HENDERSON. FY4441'ALONG SR 1371 (FLEMING ROAD), 0.3 KM (0.2 MI) NORTH-NORTHWEST FROM FY4441'I-85 OVERPASS, APPROXIMATELY 250 FEET WEST AND ACROSS ROAD FROM CHEX FY4441'TRUCK STOP, AND ON DITCH BANK SOUTHEAST OF MOBILE HOME. FY4441'STATION IS A STANDARD NCGS DISK STAMPED---CHEX 1985---, SET INTO THE FY4441'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4441'LOCATED 8.8 METERS (29.0 FT) WEST FROM THE CENTERLINE OF ROAD, 43.28 FY4441'METERS (142.0 FT) SOUTH FROM THE SOUTH END OF MOBILE HOME CULVERT, FY4441'32.76 METERS (107.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF MOBILE FY4441'HOME, 22.01 METERS (72.2 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL (1371 FY4441'R 10 E) WITH REFERENCE TAG ON SUPPORT POST, 6.43 METERS (21.1 FT) FY4441'SOUTH FROM A UNDERGROUND CABLE WARNING SIGN POST WITH REFERENCE TAG, FY4441'AND 21.52 METERS (70.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE. FY4441'MARK IS 1 FOOT BELOW ROAD LEVEL. FY4441 FY4441 STATION RECOVERY (2005) FY4441 FY4441'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4441'RECOVERED AS DESCRIBED. FY4441 FY4441 STATION RECOVERY (2005) FY4441 FY4441'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4441'N 36 23.706 FY4441'W 078 20.452 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4442 *********************************************************************** FY4442 DESIGNATION - CHIMNEY FY4442 PID - FY4442 FY4442 STATE/COUNTY- NC/VANCE FY4442 USGS QUAD - MIDDLEBURG (1982) FY4442 FY4442 *CURRENT SURVEY CONTROL FY4442 ___________________________________________________________________ FY4442* NAD 83(1986)- 36 27 33.39770(N) 078 18 54.79887(W) ADJUSTED FY4442* NAVD 88 - 137.61 (+/-2cm) 451.5 (feet) VERTCON FY4442 ___________________________________________________________________ FY4442 LAPLACE CORR- -5.66 (seconds) DEFLEC99 FY4442 GEOID HEIGHT- -32.79 (meters) GEOID03 FY4442 FY4442 HORZ ORDER - SECOND FY4442 VERT ORDER - THIRD (See Below) FY4442 FY4442.The North Carolina HARNS have been completed but, FY4442.due to contractual restrictions, coordinates for these stations FY4442.will NOT be published in the near future. In the interim, the FY4442.published coordinates in North Carolina will not be FY4442.consistent with the Continuously Operating Reference Stations FY4442.(CORS). The HARN coordinates for these stations are available FY4442.upon request. Contact Gary Thompson(919-733-3836). FY4442. FY4442.In addition, the published North Carolina positions FY4442.(NAD 83 (1986)) are NOT consistent with those determined in FY4442.adjacent state readjustments. The discontinuity between stations FY4442.located in North Carolina and those in adjacent states FY4442.which have been adjusted to the HARN may be as much as 5 FY4442.decimeters. This will result in a significant loss of accuracy FY4442.over lines crossing such state borders. FY4442 FY4442 FY4442.The horizontal coordinates were established by classical geodetic methods FY4442.and adjusted by the National Geodetic Survey in July 1992. FY4442 FY4442.The NAVD 88 height was computed by applying the VERTCON shift value to FY4442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4442.The vertical order pertains to the NGVD 29 superseded value. FY4442 FY4442.The Laplace correction was computed from DEFLEC99 derived deflections. FY4442 FY4442.The geoid height was determined by GEOID03. FY4442 FY4442; North East Units Scale Factor Converg. FY4442;SPC NC - 300,776.399 670,988.687 MT 1.00009482 +0 23 42.8 FY4442;SPC NC - 986,797.24 2,201,402.05 sFT 1.00009482 +0 23 42.8 FY4442;UTM 17 - 4,038,242.030 740,587.941 MT 1.00031321 +1 35 46.3 FY4442 FY4442! - Elev Factor x Scale Factor = Combined Factor FY4442!SPC NC - 0.99998355 x 1.00009482 = 1.00007837 FY4442!UTM 17 - 0.99998355 x 1.00031321 = 1.00029675 FY4442 FY4442 SUPERSEDED SURVEY CONTROL FY4442 FY4442 NGVD 29 (07/10/92) 137.89 (m) 452.4 (f) LEVELING 3 FY4442 FY4442.Superseded values are not recommended for survey control. FY4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4442.See file dsdata.txt to determine how the superseded data were derived. FY4442 FY4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4058838242(NAD 83) FY4442_MARKER: DH = HORIZONTAL CONTROL DISK FY4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4442_SP_SET: CONCRETE POST FY4442_STAMPING: CHIMNEY 1985 FY4442_MARK LOGO: NCGS FY4442_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4442+STABILITY: SURFACE MOTION FY4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4442+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4442 FY4442 HISTORY - Date Condition Report By FY4442 HISTORY - 1985 MONUMENTED NCGS FY4442 HISTORY - 20050416 GOOD USPSQD FY4442 FY4442 STATION DESCRIPTION FY4442 FY4442'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4442'STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) WEST OF DREWRY, AND 16.1 KM FY4442'(10.0 MI) NORTH-NORTHEAST OF HENDERSON. FY4442'ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 0.6 KM (0.35 MI) WEST FROM FY4442'THE CROSSROADS AT DREWRY, OR 1.6 KM (1.0 MI) EAST OF SR 1365 FY4442'INTERSECTION, ON SOUTH SIDE OF ROAD AND ON PROLONGATION OF CENTER OF FY4442'FIELD ENTRANCE ACROSS ROAD AT WOODS LINE. FY4442'STATION IS A STANDARD NCGS DISK STAMPED---CHIMNEY 1985---, SET INTO FY4442'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4442'GROUND. LOCATED 8.54 METERS (28.0 FT) SOUTH FROM THE CENTERLINE OF FY4442'ROAD, 15.48 METERS (50.8 FT) SOUTH FROM A PROPERTY IRON (IN CENTER OF FY4442'FIELD ROAD),--AND 21.88 METERS (71.8 FT) SOUTH-SOUTHEAST FROM A POWER FY4442'POLE, 4.12 METERS (13.5 FT) NORTH FROM A 10-INCH PINE, 7.83 METERS FY4442'(25.7 FT) EAST-NORTHEAST FROM A 4-INCH PINE--ALL WITH REFERENCE TAGS. FY4442'MARK IS AT ROAD LEVEL. FY4442 FY4442 STATION RECOVERY (2005) FY4442 FY4442'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4442'N 36 27.557 FY4442'W 078 18.912 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1809 *********************************************************************** FY1809 DESIGNATION - CONCRETE FY1809 PID - FY1809 FY1809 STATE/COUNTY- NC/VANCE FY1809 USGS QUAD - HENDERSON (1982) FY1809 FY1809 *CURRENT SURVEY CONTROL FY1809 ___________________________________________________________________ FY1809* NAD 83(1986)- 36 19 10.10398(N) 078 27 59.17872(W) ADJUSTED FY1809* NAVD 88 - 124.408 (meters) 408.16 (feet) ADJUSTED FY1809 ___________________________________________________________________ FY1809 LAPLACE CORR- -8.03 (seconds) DEFLEC99 FY1809 GEOID HEIGHT- -32.42 (meters) GEOID03 FY1809 DYNAMIC HT - 124.307 (meters) 407.83 (feet) COMP FY1809 MODELED GRAV- 979,814.8 (mgal) NAVD 88 FY1809 FY1809 HORZ ORDER - SECOND FY1809 VERT ORDER - SECOND CLASS I FY1809 FY1809.The North Carolina HARNS have been completed but, FY1809.due to contractual restrictions, coordinates for these stations FY1809.will NOT be published in the near future. In the interim, the FY1809.published coordinates in North Carolina will not be FY1809.consistent with the Continuously Operating Reference Stations FY1809.(CORS). The HARN coordinates for these stations are available FY1809.upon request. Contact Gary Thompson(919-733-3836). FY1809. FY1809.In addition, the published North Carolina positions FY1809.(NAD 83 (1986)) are NOT consistent with those determined in FY1809.adjacent state readjustments. The discontinuity between stations FY1809.located in North Carolina and those in adjacent states FY1809.which have been adjusted to the HARN may be as much as 5 FY1809.decimeters. This will result in a significant loss of accuracy FY1809.over lines crossing such state borders. FY1809 FY1809 FY1809.The horizontal coordinates were established by classical geodetic methods FY1809.and adjusted by the National Geodetic Survey in July 1986. FY1809 FY1809.The orthometric height was determined by differential leveling FY1809.and adjusted by the National Geodetic Survey in June 1991. FY1809 FY1809.The Laplace correction was computed from DEFLEC99 derived deflections. FY1809 FY1809.The geoid height was determined by GEOID03. FY1809 FY1809.The dynamic height is computed by dividing the NAVD 88 FY1809.geopotential number by the normal gravity value computed on the FY1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1809.degrees latitude (g = 980.6199 gals.). FY1809 FY1809.The modeled gravity was interpolated from observed gravity values. FY1809 FY1809; North East Units Scale Factor Converg. FY1809;SPC NC - 285,178.848 657,516.291 MT 1.00004623 +0 18 28.6 FY1809;SPC NC - 935,624.27 2,157,201.36 sFT 1.00004623 +0 18 28.6 FY1809;UTM 17 - 4,022,363.174 727,441.647 MT 1.00023740 +1 30 04.5 FY1809 FY1809! - Elev Factor x Scale Factor = Combined Factor FY1809!SPC NC - 0.99998556 x 1.00004623 = 1.00003179 FY1809!UTM 17 - 0.99998556 x 1.00023740 = 1.00022296 FY1809 FY1809: Primary Azimuth Mark Grid Az FY1809:SPC NC - FABRIC 269 08 40.3 FY1809:UTM 17 - FABRIC 267 57 04.4 FY1809 FY1809|---------------------------------------------------------------------| FY1809| PID Reference Object Distance Geod. Az | FY1809| dddmmss.s | FY1809| FY1810 FABRIC APPROX. 1.1 KM 2692708.9 | FY1809|---------------------------------------------------------------------| FY1809 FY1809 SUPERSEDED SURVEY CONTROL FY1809 FY1809 NAD 27 - 36 19 09.58066(N) 078 28 00.18072(W) AD( ) 2 FY1809 NGVD 29 (03/05/92) 124.690 (m) 409.09 (f) ADJUSTED 2 1 FY1809 FY1809.Superseded values are not recommended for survey control. FY1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1809.See file dsdata.txt to determine how the superseded data were derived. FY1809 FY1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2744222363(NAD 83) FY1809_MARKER: DE = TRAVERSE STATION DISK FY1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1809_SP_SET: CONCRETE POST FY1809_STAMPING: CONCRETE 1971 FY1809_MARK LOGO: NCGS FY1809_PROJECTION: PROJECTING 3 CENTIMETERS FY1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1809+STABILITY: SURFACE MOTION FY1809 FY1809 HISTORY - Date Condition Report By FY1809 HISTORY - 1971 MONUMENTED NCGS FY1809 HISTORY - 1977 GOOD NCGS FY1809 HISTORY - 1978 GOOD NCGS FY1809 FY1809 STATION DESCRIPTION FY1809 FY1809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1809'CONCRETE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1809'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY1809' FY1809'CONCRETE IS LOCATED APPROXIMATELY 3.0 MILES WEST OF HENDERSON. TO FY1809'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND US 158. GO FY1809'NORTHEAST ALONG I-85 FOR 4.55 MILES TO STATION ON RIGHT (SE SIDE OF FY1809'I-85). AND 1.15 MILES SOUTHWEST OF INTERSECTION OF I-85 AND SR FY1809'1128. FY1809' FY1809'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY1809'CONCRETE 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY1809'WHICH IS 1 INCH ABOVE THE GROUND. FY1809' FY1809'MARK IS FY1809'130.4 FEET S OF C/L OF N BOUND LANE OF I-85. FY1809'6.8 FEET W OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY1809'58.3 FEET NE OF ALUMINUM REF. TAG ON SECURITY FENCE POST WITH TWO FY1809'BRACES. FY1809'50.0 FEET N OF ALUMINUM REF. TAG ON A SECURITY FENCE POST. FY1809'11.5 FEET ENE OF ALUMINUM REF. TAG ON 3 INCH DOGWOOD TREE. FY1809'12.4 FEET NW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY1809'12.8 FEET NE OF ALUMINUM REF. TAG ON 4 INCH HICKORY TREE. FY1809 FY1809 STATION RECOVERY (1977) FY1809 FY1809'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1809'3.0 MI WEST FROM HENDERSON. FY1809'STATION IS LOCATED ON SOUTH SIDE OF I 85 APPROXIMATELY 2.5 MILES EAST FY1809'OF THE GRANVILLE VANCE COUNTY LINE, 1.1 MILES WEST OF SR 1128 OVERPASS FY1809'1.35 MILES EAST OF SR 1126 OVERPASS AND 0.2 MILE WEST OF I 85 CULVERT FY1809'FOR RUIN CREEK, 130.4 FT. SOUTH OF CENTERLINE OF NORTH BOUND LANE OF FY1809'I 85, 3.8 FT. WEST NORTHWEST OF 8 INCH PINE WITH ALUMINUM REF. TAG, FY1809'57.9 FT. NORTH NORTHEAST OF FENCE POST WITH TWO BRACES AND ALUMINUM FY1809'REF. TAG, 50.0 FT. NORTH OF FENCE POST WITH ALUMINUM REF. TAG, 10.8 FY1809'FT. EAST NORTHEAST OF 3 INCH DOGWOOD WITH ALUMINUM REF. TAG, 10.9 FT. FY1809'NORTH NORTHWEST OF 8 INCH PINE WITH ALUMINUM REF. TAG AND 11.8 FT. FY1809'NORTHEAST OF 4 INCH HICKORY WITH ALUMINUM REF. TAG. FY1809 FY1809 STATION RECOVERY (1978) FY1809 FY1809'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1809'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1809'DESCRIPTION FOLLOWS. FY1809' FY1809'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES WEST OF HENDERSON. FY1809' FY1809'STATION IS LOCATED ON THE SOUTH SIDE OF I-85 APPROXIMATELY 2.5 MILES FY1809'EAST OF THE GRANVILLE-VANCE COUNTY LINE, 1.1 MILES WEST OF SR 1128 FY1809'OVERPASS, 1.35 MILES EAST OF SR 1126 OVERPASS AND 0.2 MILE WEST OF FY1809'I-85 CULVERT FOR RUIN CREEK. FY1809' FY1809'STATION MARK IS A STANDARD DISK STAMPED---CONCRETE 1971---, SET IN THE FY1809'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE. FY1809'THE MARK IS 130.4 FEET SOUTH OF THE CENTERLINE OF NORTH BOUND LANE OF FY1809'I-85, 3.8 FEET WEST-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG, FY1809'57.9 FEET NORTH-NORTHEAST OF FENCE POST WITH TWO BRACES AND REFERENCE FY1809'TAG, 50.0 FEET NORTH OF FENCE POST WITH REFERENCE TAG, 10.8 FEET FY1809'EAST-NORTHEAST OF 3 INCH DOGWOOD WITH REFERENCE TAG, 10.9 FEET FY1809'NORTH-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG AND 11.8 FEET FY1809'NORTHEAST OF A 4 INCH HICKORY WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1811 *********************************************************************** FY1811 DESIGNATION - CREWS FY1811 PID - FY1811 FY1811 STATE/COUNTY- NC/VANCE FY1811 USGS QUAD - HENDERSON (1982) FY1811 FY1811 *CURRENT SURVEY CONTROL FY1811 ___________________________________________________________________ FY1811* NAD 83(1986)- 36 19 17.09629(N) 078 29 26.23863(W) ADJUSTED FY1811* NAVD 88 - 146.095 (meters) 479.31 (feet) ADJUSTED FY1811 ___________________________________________________________________ FY1811 LAPLACE CORR- -8.26 (seconds) DEFLEC99 FY1811 GEOID HEIGHT- -32.30 (meters) GEOID03 FY1811 DYNAMIC HT - 145.976 (meters) 478.92 (feet) COMP FY1811 MODELED GRAV- 979,818.4 (mgal) NAVD 88 FY1811 FY1811 HORZ ORDER - SECOND FY1811 VERT ORDER - SECOND CLASS I FY1811 FY1811.The North Carolina HARNS have been completed but, FY1811.due to contractual restrictions, coordinates for these stations FY1811.will NOT be published in the near future. In the interim, the FY1811.published coordinates in North Carolina will not be FY1811.consistent with the Continuously Operating Reference Stations FY1811.(CORS). The HARN coordinates for these stations are available FY1811.upon request. Contact Gary Thompson(919-733-3836). FY1811. FY1811.In addition, the published North Carolina positions FY1811.(NAD 83 (1986)) are NOT consistent with those determined in FY1811.adjacent state readjustments. The discontinuity between stations FY1811.located in North Carolina and those in adjacent states FY1811.which have been adjusted to the HARN may be as much as 5 FY1811.decimeters. This will result in a significant loss of accuracy FY1811.over lines crossing such state borders. FY1811 FY1811 FY1811.The horizontal coordinates were established by classical geodetic methods FY1811.and adjusted by the National Geodetic Survey in July 1986. FY1811 FY1811.The orthometric height was determined by differential leveling FY1811.and adjusted by the National Geodetic Survey in June 1991. FY1811 FY1811.The Laplace correction was computed from DEFLEC99 derived deflections. FY1811 FY1811.The geoid height was determined by GEOID03. FY1811 FY1811.The dynamic height is computed by dividing the NAVD 88 FY1811.geopotential number by the normal gravity value computed on the FY1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1811.degrees latitude (g = 980.6199 gals.). FY1811 FY1811.The modeled gravity was interpolated from observed gravity values. FY1811 FY1811; North East Units Scale Factor Converg. FY1811;SPC NC - 285,382.975 655,343.487 MT 1.00004687 +0 17 38.4 FY1811;SPC NC - 936,293.98 2,150,072.76 sFT 1.00004687 +0 17 38.4 FY1811;UTM 17 - 4,022,522.043 725,264.661 MT 1.00022526 +1 29 13.1 FY1811 FY1811! - Elev Factor x Scale Factor = Combined Factor FY1811!SPC NC - 0.99998214 x 1.00004687 = 1.00002901 FY1811!UTM 17 - 0.99998214 x 1.00022526 = 1.00020740 FY1811 FY1811: Primary Azimuth Mark Grid Az FY1811:SPC NC - CROSSOVER 272 55 29.3 FY1811:UTM 17 - CROSSOVER 271 43 54.6 FY1811 FY1811|---------------------------------------------------------------------| FY1811| PID Reference Object Distance Geod. Az | FY1811| dddmmss.s | FY1811| FY2856 CROSSOVER APPROX. 1.2 KM 2731307.7 | FY1811|---------------------------------------------------------------------| FY1811 FY1811 SUPERSEDED SURVEY CONTROL FY1811 FY1811 NAD 27 - 36 19 16.57509(N) 078 29 27.24001(W) AD( ) 2 FY1811 NGVD 29 (03/05/92) 146.376 (m) 480.24 (f) ADJUSTED 2 1 FY1811 FY1811.Superseded values are not recommended for survey control. FY1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1811.See file dsdata.txt to determine how the superseded data were derived. FY1811 FY1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2526522522(NAD 83) FY1811_MARKER: DE = TRAVERSE STATION DISK FY1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1811_SP_SET: CONCRETE POST FY1811_STAMPING: CREWS 1971 FY1811_MARK LOGO: NCGS FY1811_PROJECTION: PROJECTING 8 CENTIMETERS FY1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1811+STABILITY: SURFACE MOTION FY1811 FY1811 HISTORY - Date Condition Report By FY1811 HISTORY - 1971 MONUMENTED NCGS FY1811 HISTORY - 1977 GOOD NCGS FY1811 HISTORY - 1978 GOOD NCGS FY1811 HISTORY - 1985 GOOD USPSQD FY1811 FY1811 STATION DESCRIPTION FY1811 FY1811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1811'CREWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FY1811'VICINITY OF HENDERSON, NORTH CAROLINA. FY1811' FY1811'CREWS IS LOCATED 5.0 MILES WEST OF HENDERSON. STATION IS AT THE FY1811'INTERSECTION OF SR 1126 BRIDGE OVER I-85 IN THE NORTHWEST QUADRANT. FY1811'AND 0.35 MILE SOUTH OF INTERSECTION OF US 158 BYPASS AND SR 1126. FY1811' FY1811'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CREWS FY1811'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FY1811'INCHES ABOVE THE GROUND. FY1811' FY1811'MARK IS FY1811'19.6 FEET W OF C/L OF SR 1126. FY1811'3.2 FEET W OF TOP OF GUARD RAIL. FY1811'9.1 FEET NNW OF NW END OF SR 1126 BRIDGE OVER I-85. FY1811'2.8 FEET NE OF N END OF BRIDGE WING WALL. FY1811'5.1 FEET NE OF ALUMINUM REF. TAG ON A SECURITY FENCE CORNER POST FY1811'WITH BRACE. FY1811'6.8 FEET SE OF ALUMINUM REF. TAG ON A 2ND SECURITY FENCE POST FY1811'WITH BRACE. FY1811 FY1811 STATION RECOVERY (1977) FY1811 FY1811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1811'5.0 MI WEST FROM HENDERSON T. FY1811'STATION IS LOCATED ON NORTH SIDE OF I 85 APPROXIMATELY 1.0 MILE EAST FY1811'OF THE GRANVILLE VANCE COUNTY LINE AND AT THE NORTHWEST CORNER OF THE FY1811'SR 1126 OVERPASS, 19.6 FT. WEST SOUTHWEST OF CENTERLINE OF SR 1126, FY1811'2.5 FT. WEST SOUTHWEST OF A GUARD RAIL, 9.1 FT. NORTH NORTHWEST OF FY1811'NORTHWEST END OF BRIDGE RAIL, 2.8 FT. NORTH NORTHWEST OF NORTH END FY1811'OF A BRIDGE WINGWALL, 3.7 FT. NORTH OF A FENCE CORNER POST WITH BRACE FY1811'AND ALUMINUM REF. TAG AND 5.8 FT. EAST SOUTHEAST OF A 2ND FENCE POST FY1811'WITH BRACE AND ALUMINUM REF. TAG. FY1811 FY1811 STATION RECOVERY (1978) FY1811 FY1811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1811'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1811'DESCRIPTION FOLLOWS. FY1811' FY1811'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES WEST OF HENDERSON. FY1811' FY1811'STATION IS LOCATED ON NORTH SIDE OF I-85 APPROXIMATELY 1.0 MILE EAST FY1811'OF THE GRANVILLE-VANCE COUNTY LINE AND AT THE NORTHWEST CORNER OF THE FY1811'SR 1126 OVERPASS. FY1811' FY1811'STATION MARK IS A STANDARD DISK STAMPED---CREWS 1971---, SET IN THE FY1811'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND FY1811'SURFACE. THE MARK IS 19.6 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR FY1811'1126, 2.5 FEET WEST-SOUTHWEST OF A GUARD RAIL, 9.1 FEET FY1811'NORTH-NORTHWEST OF NORTHWEST END OF BRIDGE RAIL, 2.8 FEET FY1811'NORTH-NORTHWEST OF NORTH END OF A BRIDGE WINGWALL, 3.7 FEET NORTH OF FY1811'A FENCE CORNER POST WITH BRACE AND REFERENCE TAG AND 5.8 FEET FY1811'EAST-SOUTHEAST OF A 2ND FENCE POST WITH BRACE AND REFERENCE TAG. FY1811 FY1811 STATION RECOVERY (1985) FY1811 FY1811'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY1811'CREWS 1969 FOUND GOOD. FY1811' FY1811'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2856 *********************************************************************** FY2856 DESIGNATION - CROSSOVER FY2856 PID - FY2856 FY2856 STATE/COUNTY- NC/VANCE FY2856 USGS QUAD - OXFORD (1984) FY2856 FY2856 *CURRENT SURVEY CONTROL FY2856 ___________________________________________________________________ FY2856* NAD 83(1986)- 36 19 19.21590(N) 078 30 12.86941(W) ADJUSTED FY2856* NAVD 88 - 141.3 (meters) 464. (feet) VERTCON FY2856 ___________________________________________________________________ FY2856 LAPLACE CORR- -8.26 (seconds) DEFLEC99 FY2856 GEOID HEIGHT- -32.24 (meters) GEOID03 FY2856 FY2856 HORZ ORDER - SECOND FY2856 FY2856.The North Carolina HARNS have been completed but, FY2856.due to contractual restrictions, coordinates for these stations FY2856.will NOT be published in the near future. In the interim, the FY2856.published coordinates in North Carolina will not be FY2856.consistent with the Continuously Operating Reference Stations FY2856.(CORS). The HARN coordinates for these stations are available FY2856.upon request. Contact Gary Thompson(919-733-3836). FY2856. FY2856.In addition, the published North Carolina positions FY2856.(NAD 83 (1986)) are NOT consistent with those determined in FY2856.adjacent state readjustments. The discontinuity between stations FY2856.located in North Carolina and those in adjacent states FY2856.which have been adjusted to the HARN may be as much as 5 FY2856.decimeters. This will result in a significant loss of accuracy FY2856.over lines crossing such state borders. FY2856 FY2856 FY2856.The horizontal coordinates were established by classical geodetic methods FY2856.and adjusted by the National Geodetic Survey in July 1986. FY2856 FY2856.The NAVD 88 height was computed by applying the VERTCON shift value to FY2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2856 FY2856.The Laplace correction was computed from DEFLEC99 derived deflections. FY2856 FY2856.The geoid height was determined by GEOID03. FY2856 FY2856; North East Units Scale Factor Converg. FY2856;SPC NC - 285,442.419 654,179.988 MT 1.00004706 +0 17 11.5 FY2856;SPC NC - 936,489.00 2,146,255.51 sFT 1.00004706 +0 17 11.5 FY2856;UTM 17 - 4,022,557.258 724,099.973 MT 1.00021881 +1 28 45.5 FY2856 FY2856! - Elev Factor x Scale Factor = Combined Factor FY2856!SPC NC - 0.99998288 x 1.00004706 = 1.00002994 FY2856!UTM 17 - 0.99998288 x 1.00021881 = 1.00020169 FY2856 FY2856: Primary Azimuth Mark Grid Az FY2856:SPC NC - FOREST 273 30 35.0 FY2856:UTM 17 - FOREST 272 19 01.0 FY2856 FY2856|---------------------------------------------------------------------| FY2856| PID Reference Object Distance Geod. Az | FY2856| dddmmss.s | FY2856| FY1812 FOREST APPROX. 1.1 KM 2734746.5 | FY2856|---------------------------------------------------------------------| FY2856 FY2856 SUPERSEDED SURVEY CONTROL FY2856 FY2856 NAD 27 - 36 19 18.69559(N) 078 30 13.87045(W) AD( ) 2 FY2856 NGVD 29 (07/19/86) 141.6 (m) 465. (f) VERT ANG FY2856 FY2856.Superseded values are not recommended for survey control. FY2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2856.See file dsdata.txt to determine how the superseded data were derived. FY2856 FY2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2410022557(NAD 83) FY2856_MARKER: DE = TRAVERSE STATION DISK FY2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2856_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2856_STAMPING: CROSSOVER 1971 FY2856_MARK LOGO: NCGS FY2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2856+STABILITY: SURFACE MOTION FY2856 FY2856 HISTORY - Date Condition Report By FY2856 HISTORY - 1971 MONUMENTED NCGS FY2856 HISTORY - 1985 GOOD USPSQD FY2856 FY2856 STATION DESCRIPTION FY2856 FY2856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY2856'CROSSOVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2856'IN THE VICINITY OF OXFORD, NORTH CAROLINA. FY2856' FY2856'CROSSOVER IS LOCATED APPROXIMATELY 4.8 MILES EAST OF OXFORD AND 5.5 FY2856'MILES WEST OF HENDERSON. STATION IS AT THE I-85 BRIDGE OVER US 158 FY2856'BYPASS, IN THE NORTHWEST QUADRANT. AND 0.35 MILE NORTHEAST OF FY2856'GRANVILLE-VANCE COUNTY LINE, ON US 158 BYPASS. FY2856' FY2856'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2856'CROSSOVER 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2856'WHICH IS FLUSH WITH THE GROUND. FY2856' FY2856'MARK IS FY2856'22.6 FEET NNW OF C/L OF S BOUND LANE OF I-85. FY2856'16.3 FEET SSW OF ALUMINUM REF. TAG ON 2ND SECURITY FENCE POST FROM FY2856'BRIDGE. FY2856'2.1 FEET WNW OF BASE OF NW END OF BRIDGE. FY2856 FY2856 STATION RECOVERY (1985) FY2856 FY2856'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2856'CROSSOVER 1969 FOUND GOOD. FY2856' FY2856'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2845 *********************************************************************** FY2845 DESIGNATION - CULVERTA FY2845 PID - FY2845 FY2845 STATE/COUNTY- NC/VANCE FY2845 USGS QUAD - HENDERSON (1982) FY2845 FY2845 *CURRENT SURVEY CONTROL FY2845 ___________________________________________________________________ FY2845* NAD 83(1986)- 36 16 07.79682(N) 078 24 49.21353(W) ADJUSTED FY2845* NAVD 88 - 139.1 (meters) 456. (feet) VERTCON FY2845 ___________________________________________________________________ FY2845 LAPLACE CORR- -7.20 (seconds) DEFLEC99 FY2845 GEOID HEIGHT- -32.74 (meters) GEOID03 FY2845 FY2845 HORZ ORDER - SECOND FY2845 FY2845.The North Carolina HARNS have been completed but, FY2845.due to contractual restrictions, coordinates for these stations FY2845.will NOT be published in the near future. In the interim, the FY2845.published coordinates in North Carolina will not be FY2845.consistent with the Continuously Operating Reference Stations FY2845.(CORS). The HARN coordinates for these stations are available FY2845.upon request. Contact Gary Thompson(919-733-3836). FY2845. FY2845.In addition, the published North Carolina positions FY2845.(NAD 83 (1986)) are NOT consistent with those determined in FY2845.adjacent state readjustments. The discontinuity between stations FY2845.located in North Carolina and those in adjacent states FY2845.which have been adjusted to the HARN may be as much as 5 FY2845.decimeters. This will result in a significant loss of accuracy FY2845.over lines crossing such state borders. FY2845 FY2845 FY2845.The horizontal coordinates were established by classical geodetic methods FY2845.and adjusted by the National Geodetic Survey in July 1986. FY2845 FY2845.The NAVD 88 height was computed by applying the VERTCON shift value to FY2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2845 FY2845.The Laplace correction was computed from DEFLEC99 derived deflections. FY2845 FY2845.The geoid height was determined by GEOID03. FY2845 FY2845; North East Units Scale Factor Converg. FY2845;SPC NC - 279,586.123 662,288.130 MT 1.00003012 +0 20 18.3 FY2845;SPC NC - 917,275.47 2,172,856.97 sFT 1.00003012 +0 20 18.3 FY2845;UTM 17 - 4,016,869.824 732,329.914 MT 1.00026511 +1 31 50.5 FY2845 FY2845! - Elev Factor x Scale Factor = Combined Factor FY2845!SPC NC - 0.99998330 x 1.00003012 = 1.00001342 FY2845!UTM 17 - 0.99998330 x 1.00026511 = 1.00024841 FY2845 FY2845: Primary Azimuth Mark Grid Az FY2845:SPC NC - E JOHNSON 219 57 39.0 FY2845:UTM 17 - E JOHNSON 218 46 06.8 FY2845 FY2845|---------------------------------------------------------------------| FY2845| PID Reference Object Distance Geod. Az | FY2845| dddmmss.s | FY2845| FY2844 STEWART 477.256 METERS 0561000.6 | FY2845| FY2846 E JOHNSON APPROX. 1.6 KM 2201757.3 | FY2845|---------------------------------------------------------------------| FY2845 FY2845 SUPERSEDED SURVEY CONTROL FY2845 FY2845 NAD 27 - 36 16 07.26682(N) 078 24 50.22074(W) AD( ) 2 FY2845 NGVD 29 (07/19/86) 139.4 (m) 457. (f) VERT ANG FY2845 FY2845.Superseded values are not recommended for survey control. FY2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2845.See file dsdata.txt to determine how the superseded data were derived. FY2845 FY2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3233016870(NAD 83) FY2845_MARKER: DE = TRAVERSE STATION DISK FY2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2845_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2845_MAGNETIC: N = NO MAGNETIC MATERIAL FY2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2845+STABILITY: SURFACE MOTION FY2845 FY2845 HISTORY - Date Condition Report By FY2845 HISTORY - 1976 MONUMENTED NCGS FY2845 FY2845 STATION DESCRIPTION FY2845 FY2845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2845'CULVERTA IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2845'VICINITY OF BEARPOND AND 4.3 MILES SOUTH-SOUTHWEST OF HENDERSON, NORTH FY2845'CAROLINA. FY2845' FY2845'TO REACH STATION FROM THE US 1 BYPASS OVERPASS OF US 1 BUSINESS SOUTH FY2845'OF HENDERSON, PROCEED SOUTHWESTERLY ALONG US 1 BYPASS FOR 0.5 MILE TO FY2845'STATION ON THE RIGHT, AT THE NORTHEAST SIDE OF A DIM WOODS ENTRANCE, FY2845'AND 1.3 MILES NORTHEAST OF SR 1114 CROSSROAD. FY2845' FY2845'STATION MARK IS A STANDARD BRASS DISK, STAMPED---CULVERTA 1976---, SET FY2845'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2845'SURFACE OF THE GROUND. THE MARK IS 47.0 FEET NORTHWEST OF THE FY2845'CENTERLINE OF US 1, 19.3 FEET NORTH-NORTHEAST OF CENTER OF TOP OF FY2845'NORTHEAST END OF CONCRETE CULVERT, 99.4 FEET EAST-NORTHEAST OF 12 INCH FY2845'PINE WITH ALUMINUM TAG, 79.5 FEET SOUTHEAST OF 10 INCH GUM WITH FY2845'ALUMINUM TAG, AND 81.7 FEET SOUTH OF 10 INCH PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0270 *********************************************************************** FY0270 DESIGNATION - DAF=I 6 FY0270 PID - FY0270 FY0270 STATE/COUNTY- NC/VANCE FY0270 USGS QUAD - MIDDLEBURG (1982) FY0270 FY0270 *CURRENT SURVEY CONTROL FY0270 ___________________________________________________________________ FY0270* NAD 83(1986)- 36 23 12.33529(N) 078 20 35.49074(W) ADJUSTED FY0270* NAVD 88 - 148.875 (meters) 488.43 (feet) ADJUSTED FY0270 ___________________________________________________________________ FY0270 LAPLACE CORR- -5.86 (seconds) DEFLEC99 FY0270 GEOID HEIGHT- -32.82 (meters) GEOID03 FY0270 DYNAMIC HT - 148.752 (meters) 488.03 (feet) COMP FY0270 MODELED GRAV- 979,803.3 (mgal) NAVD 88 FY0270 FY0270 HORZ ORDER - SECOND FY0270 VERT ORDER - FIRST CLASS II FY0270 FY0270.The North Carolina HARNS have been completed but, FY0270.due to contractual restrictions, coordinates for these stations FY0270.will NOT be published in the near future. In the interim, the FY0270.published coordinates in North Carolina will not be FY0270.consistent with the Continuously Operating Reference Stations FY0270.(CORS). The HARN coordinates for these stations are available FY0270.upon request. Contact Gary Thompson(919-733-3836). FY0270. FY0270.In addition, the published North Carolina positions FY0270.(NAD 83 (1986)) are NOT consistent with those determined in FY0270.adjacent state readjustments. The discontinuity between stations FY0270.located in North Carolina and those in adjacent states FY0270.which have been adjusted to the HARN may be as much as 5 FY0270.decimeters. This will result in a significant loss of accuracy FY0270.over lines crossing such state borders. FY0270 FY0270 FY0270.The horizontal coordinates were established by classical geodetic methods FY0270.and adjusted by the National Geodetic Survey in July 1990. FY0270 FY0270.The orthometric height was determined by differential leveling FY0270.and adjusted by the National Geodetic Survey in June 1991. FY0270 FY0270.The Laplace correction was computed from DEFLEC99 derived deflections. FY0270 FY0270.The geoid height was determined by GEOID03. FY0270 FY0270.The dynamic height is computed by dividing the NAVD 88 FY0270.geopotential number by the normal gravity value computed on the FY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0270.degrees latitude (g = 980.6199 gals.). FY0270 FY0270.The modeled gravity was interpolated from observed gravity values. FY0270 FY0270; North East Units Scale Factor Converg. FY0270;SPC NC - 292,711.953 668,534.581 MT 1.00006887 +0 22 44.7 FY0270;SPC NC - 960,339.13 2,193,350.54 sFT 1.00006887 +0 22 44.7 FY0270;UTM 17 - 4,030,126.161 738,302.658 MT 1.00029973 +1 34 36.7 FY0270 FY0270! - Elev Factor x Scale Factor = Combined Factor FY0270!SPC NC - 0.99998179 x 1.00006887 = 1.00005065 FY0270!UTM 17 - 0.99998179 x 1.00029973 = 1.00028151 FY0270 FY0270: Primary Azimuth Mark Grid Az FY0270:SPC NC - MIDDLEBURG=G 6 044 52 55.9 FY0270:UTM 17 - MIDDLEBURG=G 6 043 41 03.9 FY0270 FY0270|---------------------------------------------------------------------| FY0270| PID Reference Object Distance Geod. Az | FY0270| dddmmss.s | FY0270| FY1667 MIDDLEBURG=G 6 APPROX. 1.0 KM 0451540.6 | FY0270| FY4014 DAF RM=J 6 21413 | FY0270|---------------------------------------------------------------------| FY0270 FY0270 SUPERSEDED SURVEY CONTROL FY0270 FY0270 NAD 83(1986)- 36 23 12.32858(N) 078 20 35.48264(W) AD( ) 2 FY0270 NAD 27 - 36 23 11.81154(N) 078 20 36.50364(W) AD( ) 2 FY0270 NGVD 29 (??/??/92) 149.152 (m) 489.34 (f) ADJ UNCH 1 2 FY0270 FY0270.Superseded values are not recommended for survey control. FY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0270.See file dsdata.txt to determine how the superseded data were derived. FY0270 FY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3830330126(NAD 83) FY0270_MARKER: DS = TRIANGULATION STATION DISK FY0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0270_STAMPING: EL 489.271 FT I 6 DAF 1918 FY0270_MARK LOGO: CGS FY0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0270+STABILITY: SURFACE MOTION FY0270 FY0270 HISTORY - Date Condition Report By FY0270 HISTORY - 1918 MONUMENTED CGS FY0270 HISTORY - 1933 GOOD CGS FY0270 HISTORY - 1941 GOOD CGS FY0270 HISTORY - 1969 GOOD NCGS FY0270 HISTORY - 1978 GOOD NGS FY0270 FY0270 STATION DESCRIPTION FY0270 FY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0270'ABOUT 1-1/2 MILES WEST OF RAILWAY STATION AT MIDDLEBURG, AT FY0270'WEST END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY WEST OF FY0270'MIDDLEBURG, 115 METERS (377 FEET) EAST OF MILEPOST 108, 150 FY0270'METERS (492 FEET) EAST OF ROAD CROSSING, 7 METERS (23 FEET) FY0270'SOUTH OF HIGHWAY WHICH PARALLELS TRACK, ON BANK OF DITCH, ABOUT FY0270'LEVEL WITH TRACK, AND 5.19 METERS (17.0 FEET) NORTH OF NORTH RAIL. FY0270'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, FY0270'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0270'REFERENCE MARK IS STANDARD REFERENCE DISK IN CNCRETE, FY0270'ON SAME SIDE OF TRACK, AND 41.49 METERS (136.1 FEET) FY0270'FROM STATION S 34 DEG 13 MIN W. FY0270' FY0270'STATION DAG (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEROF) FY0270'IS VISIBLE FROM GROUND S 24 DEG 00 MIN W. FY0270' FY0270'REPORT ON CONDITION OF SURVEY MARKER FY0270 FY0270 STATION RECOVERY (1941) FY0270 FY0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 FY0270'1.5 MI SW FROM MIDDLEBURG. FY0270'ORIGINAL DESCRIPTION-- 1 1/2 MILES SOUTHWEST ALONG THE SEABOARD FY0270'AIR LINE RAILWAY FROM THE STATION AT MIDDLEBURG, VANCE COUNTY, FY0270'143 YARDS EAST OF MILEPOST 108, AT THE SOUTHWEST END OF THE FY0270'FIRST CURVE SOUTHWEST OF THE STATION, 165 YARDS EAST OF A ROAD FY0270'CROSSING, 17 FEET NORTH OF THE NORTH RAIL, 7 YARDS SOUTH OF A FY0270'HIGHWAY PARALLELING THE TRACK, AND ON THE TOP OF THE NORTH BANK FY0270'OF A DITCH. FY0270'A STANDARD TRIANGULATION STATION DISK, FY0270'STAMPED---EL 489.271 FT I 6 DAF 1918---, FY0270'AND SET IN THE TOP OF A CONCRETE POST FY0270'ABOUT FLUSH WITH THE GROUND. FY0270 FY0270 STATION RECOVERY (1969) FY0270 FY0270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY0270'DAF GOOD FY0270 FY0270 STATION RECOVERY (1978) FY0270 FY0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0270'RECOVERED. OMIT=1.5 MILE SOUTHWEST ALONG THE SEABOARD AIR LINE FY0270'RAILWAY FROM THE STATION IN MIDDLEBURG. ADD=1.0 MILE SOUTHWEST FY0270'ALONG THE SEABOARD AIR LINE RAILWAY FROM THE ELEMENTARY SCHOOL IN FY0270'MIDDLEBURG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0267 *********************************************************************** FY0267 DESIGNATION - DAG=K 6 FY0267 PID - FY0267 FY0267 STATE/COUNTY- NC/VANCE FY0267 USGS QUAD - MIDDLEBURG (1982) FY0267 FY0267 *CURRENT SURVEY CONTROL FY0267 ___________________________________________________________________ FY0267* NAD 83(1986)- 36 22 52.43115(N) 078 20 46.44787(W) ADJUSTED FY0267* NAVD 88 - 149.016 (meters) 488.90 (feet) ADJUSTED FY0267 ___________________________________________________________________ FY0267 LAPLACE CORR- -5.90 (seconds) DEFLEC99 FY0267 GEOID HEIGHT- -32.81 (meters) GEOID03 FY0267 DYNAMIC HT - 148.893 (meters) 488.49 (feet) COMP FY0267 MODELED GRAV- 979,803.1 (mgal) NAVD 88 FY0267 FY0267 HORZ ORDER - SECOND FY0267 VERT ORDER - FIRST CLASS II FY0267 FY0267.The North Carolina HARNS have been completed but, FY0267.due to contractual restrictions, coordinates for these stations FY0267.will NOT be published in the near future. In the interim, the FY0267.published coordinates in North Carolina will not be FY0267.consistent with the Continuously Operating Reference Stations FY0267.(CORS). The HARN coordinates for these stations are available FY0267.upon request. Contact Gary Thompson(919-733-3836). FY0267. FY0267.In addition, the published North Carolina positions FY0267.(NAD 83 (1986)) are NOT consistent with those determined in FY0267.adjacent state readjustments. The discontinuity between stations FY0267.located in North Carolina and those in adjacent states FY0267.which have been adjusted to the HARN may be as much as 5 FY0267.decimeters. This will result in a significant loss of accuracy FY0267.over lines crossing such state borders. FY0267 FY0267 FY0267.The horizontal coordinates were established by classical geodetic methods FY0267.and adjusted by the National Geodetic Survey in July 1990. FY0267 FY0267.The orthometric height was determined by differential leveling FY0267.and adjusted by the National Geodetic Survey in June 1991. FY0267 FY0267.The Laplace correction was computed from DEFLEC99 derived deflections. FY0267 FY0267.The geoid height was determined by GEOID03. FY0267 FY0267.The dynamic height is computed by dividing the NAVD 88 FY0267.geopotential number by the normal gravity value computed on the FY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0267.degrees latitude (g = 980.6199 gals.). FY0267 FY0267.The modeled gravity was interpolated from observed gravity values. FY0267 FY0267; North East Units Scale Factor Converg. FY0267;SPC NC - 292,096.598 668,265.528 MT 1.00006695 +0 22 38.4 FY0267;SPC NC - 958,320.26 2,192,467.82 sFT 1.00006695 +0 22 38.4 FY0267;UTM 17 - 4,029,505.173 738,046.467 MT 1.00029823 +1 34 29.4 FY0267 FY0267! - Elev Factor x Scale Factor = Combined Factor FY0267!SPC NC - 0.99998176 x 1.00006695 = 1.00004871 FY0267!UTM 17 - 0.99998176 x 1.00029823 = 1.00027999 FY0267 FY0267: Primary Azimuth Mark Grid Az FY0267:SPC NC - DAF=I 6 023 36 59.1 FY0267:UTM 17 - DAF=I 6 022 25 08.1 FY0267 FY0267|---------------------------------------------------------------------| FY0267| PID Reference Object Distance Geod. Az | FY0267| dddmmss.s | FY0267| FY0270 DAF=I 6 APPROX. 0.7 KM 0235937.5 | FY0267| FY4015 DAG RM=L 6 08549 | FY0267| FY0266 DAL=M 6 363.185 METERS 18604 | FY0267|---------------------------------------------------------------------| FY0267 FY0267 SUPERSEDED SURVEY CONTROL FY0267 FY0267 NAD 83(1986)- 36 22 52.42509(N) 078 20 46.44174(W) AD( ) 2 FY0267 NAD 27 - 36 22 51.90798(N) 078 20 47.46241(W) AD( ) 2 FY0267 NGVD 29 (??/??/92) 149.291 (m) 489.80 (f) ADJ UNCH 1 2 FY0267 FY0267.Superseded values are not recommended for survey control. FY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0267.See file dsdata.txt to determine how the superseded data were derived. FY0267 FY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3804629505(NAD 83) FY0267_MARKER: DS = TRIANGULATION STATION DISK FY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0267_STAMPING: EL 489.730 FT K 6 DAG 1918 FY0267_MARK LOGO: CGS FY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0267+STABILITY: SURFACE MOTION FY0267 FY0267 HISTORY - Date Condition Report By FY0267 HISTORY - 1918 MONUMENTED CGS FY0267 HISTORY - 1933 GOOD CGS FY0267 HISTORY - 1941 GOOD CGS FY0267 HISTORY - 1978 GOOD NGS FY0267 FY0267 STATION DESCRIPTION FY0267 FY0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0267'ABOUT 2 MILES WEST OF RAILWAY STATION AT MIDDLEBURG, AT EAST END FY0267'OF SECOND CURVE OF SEABOARD AIR LINE RAILWAY WEST OF RAILWAY FY0267'STATION, 30 METERS (98 FEET) SOUTH OF ROAD CROSSING LEADING TO FY0267'LARGE WHITE HOUSE ON OPPOSITE SIDE OF TRACK, DIRECTLY ACROSS FY0267'TRACK FROM STATION WHISTLE POST, AND 8.55 METERS (28.1 FEET) WEST FY0267'OF WEST RAIL. FY0267'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0267'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0267'REFERENCE MARK IS STANDARD REFERENCE DISK IN WEST FACE OF FY0267'SOUTH CHIMNEY OF ABOVE-MENTIONED HOUSE, AND 70.25 METERS FY0267'(230.5 FEET) FROM STATION N 85 DEG 50 MIN E. FY0267' FY0267'STATION DAL (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY0267'IS VISIBLE FROM GROUND S 06 DEG 04 MIN W. FY0267' FY0267'STATION DAF (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0267'THEREOF) IS VISIBLE FROM GROUND N 23 DEG 59 MIN E. FY0267 FY0267 STATION RECOVERY (1941) FY0267 FY0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 FY0267'2 MI SW FROM MIDDLEBURG. FY0267'ORIGINAL DESCRIPTION-- 2 MILES SOUTHWEST ALONG THE SEABOARD FY0267'AIR LINE RAILWAY FROM THE STATION AT MIDDLEBURG, VANCE COUNTY, FY0267'AT THE NORTHEAST END OF THE SECOND CURVE SOUTHWEST OF THE FY0267'STATION, 30 YARDS SOUTH OF THE CROSSING OF A ROAD LEADING TO A FY0267'LARGE HOUSE OWNED IN 1935 BY THE J.E. HOLLOWAY ESTATE, 28 FEET FY0267'WEST OF THE WEST RAIL, AND DIRECTLY OPPOSITE A WHISTLE POST. FY0267'A STANDARD TRIANGULATION-STATION DISK, FY0267'STAMPED---EL 489.730 FT K 6 DAG 1918---, FY0267'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT FY0267'5 INCHES ABOVE GROUND. FY0267 FY0267 STATION RECOVERY (1978) FY0267 FY0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0267'RECOVERED. OMIT=2.0 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE FY0267'RAILWAY FROM THE STATION AT MIDDLEBURG. ADD=1.4 MILES SOUTHWEST FY0267'ALONG THE MIDDLEBURG AIR LINE RAILWAY FROM THE ELEMENTARY SCHOOL FY0267'IN MIDDLEBURG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2794 *********************************************************************** FY2794 DESIGNATION - DAN=O 6 FY2794 PID - FY2794 FY2794 STATE/COUNTY- NC/VANCE FY2794 USGS QUAD - VICKSBORO (1970) FY2794 FY2794 *CURRENT SURVEY CONTROL FY2794 ___________________________________________________________________ FY2794* NAD 83(1986)- 36 22 14.69381(N) 078 20 36.40176(W) ADJUSTED FY2794* NAVD 88 - 152. (meters) 499. (feet) SCALED FY2794 ___________________________________________________________________ FY2794 LAPLACE CORR- -5.84 (seconds) DEFLEC99 FY2794 GEOID HEIGHT- -32.84 (meters) GEOID03 FY2794 FY2794 HORZ ORDER - SECOND FY2794 FY2794.The North Carolina HARNS have been completed but, FY2794.due to contractual restrictions, coordinates for these stations FY2794.will NOT be published in the near future. In the interim, the FY2794.published coordinates in North Carolina will not be FY2794.consistent with the Continuously Operating Reference Stations FY2794.(CORS). The HARN coordinates for these stations are available FY2794.upon request. Contact Gary Thompson(919-733-3836). FY2794. FY2794.In addition, the published North Carolina positions FY2794.(NAD 83 (1986)) are NOT consistent with those determined in FY2794.adjacent state readjustments. The discontinuity between stations FY2794.located in North Carolina and those in adjacent states FY2794.which have been adjusted to the HARN may be as much as 5 FY2794.decimeters. This will result in a significant loss of accuracy FY2794.over lines crossing such state borders. FY2794 FY2794 FY2794.The horizontal coordinates were established by classical geodetic methods FY2794.and adjusted by the National Geodetic Survey in July 1986. FY2794 FY2794.The orthometric height was scaled from a topographic map. FY2794 FY2794.The Laplace correction was computed from DEFLEC99 derived deflections. FY2794 FY2794.The geoid height was determined by GEOID03. FY2794 FY2794; North East Units Scale Factor Converg. FY2794;SPC NC - 290,934.989 668,523.626 MT 1.00006335 +0 22 44.2 FY2794;SPC NC - 954,509.21 2,193,314.60 sFT 1.00006335 +0 22 44.2 FY2794;UTM 17 - 4,028,348.940 738,328.847 MT 1.00029989 +1 34 34.0 FY2794 FY2794! - Elev Factor x Scale Factor = Combined Factor FY2794!SPC NC - 0.99998134 x 1.00006335 = 1.00004469 FY2794!UTM 17 - 0.99998134 x 1.00029989 = 1.00028123 FY2794 FY2794: Primary Azimuth Mark Grid Az FY2794:SPC NC - DAL=M 6 339 49 09.2 FY2794:UTM 17 - DAL=M 6 338 37 19.4 FY2794 FY2794|---------------------------------------------------------------------| FY2794| PID Reference Object Distance Geod. Az | FY2794| dddmmss.s | FY2794| FY0265 DAW=Q 6 RESET 256.156 METERS 18506 | FY2794| FY4017 DAN RM 21701 | FY2794| FY0266 DAL=M 6 APPROX. 0.9 KM 3401153.4 | FY2794|---------------------------------------------------------------------| FY2794 FY2794 SUPERSEDED SURVEY CONTROL FY2794 FY2794 NAD 27 - 36 22 14.17615(N) 078 20 37.42192(W) AD( ) 2 FY2794 FY2794.Superseded values are not recommended for survey control. FY2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2794.See file dsdata.txt to determine how the superseded data were derived. FY2794 FY2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3832928349(NAD 83) FY2794_MARKER: DS = TRIANGULATION STATION DISK FY2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2794_MARK LOGO: CGS FY2794 FY2794 HISTORY - Date Condition Report By FY2794 HISTORY - 1918 MONUMENTED CGS FY2794 HISTORY - 1930 MARK NOT FOUND CGS FY2794 FY2794 STATION DESCRIPTION FY2794 FY2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) FY2794'ABOUT THREE-FOURTHS MILE NORTH OF RAILWAY STATION AT GREYSTONE, FY2794'AT NORTH END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY NORTH FY2794'OF RAILWAY STATION, 175 METERS (574 FEET) SOUTH OF MILEPOST 109, FY2794'ON TOP OF CUT ABOUT 8 FEET ABOVE TRACK, AND 9.94 METERS (32.6 FY2794'FEET) EAST OF EAST RAIL. FY2794'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. FY2794'UNDERGROUND MARK WAS NAIL IN CONCRETE. FY2794' FY2794'REFERENCE MARK WAS STANDARD REFERENCE DISK IN FY2794'CONCRETE, ON TOP OF CUT AT OPPOSITE SIDE OF TRACK, AND FY2794'28.41 METERS (93.2 FEET) FROM STATION S 37 DEG 01 MIN W. FY2794 FY2794 STATION RECOVERY (1930) FY2794 FY2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 FY2794'STATION MARKS WERE DESTROYED BY RAILWAY CONSTRUCTION IN FY2794'1930. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2795 *********************************************************************** FY2795 DESIGNATION - DAP=R 6 FY2795 PID - FY2795 FY2795 STATE/COUNTY- NC/VANCE FY2795 USGS QUAD - VICKSBORO (1970) FY2795 FY2795 *CURRENT SURVEY CONTROL FY2795 ___________________________________________________________________ FY2795* NAD 83(1986)- 36 22 00.40245(N) 078 20 40.74238(W) ADJUSTED FY2795* NAVD 88 - 152. (meters) 499. (feet) SCALED FY2795 ___________________________________________________________________ FY2795 LAPLACE CORR- -5.88 (seconds) DEFLEC99 FY2795 GEOID HEIGHT- -32.84 (meters) GEOID03 FY2795 FY2795 HORZ ORDER - SECOND FY2795 FY2795.The North Carolina HARNS have been completed but, FY2795.due to contractual restrictions, coordinates for these stations FY2795.will NOT be published in the near future. In the interim, the FY2795.published coordinates in North Carolina will not be FY2795.consistent with the Continuously Operating Reference Stations FY2795.(CORS). The HARN coordinates for these stations are available FY2795.upon request. Contact Gary Thompson(919-733-3836). FY2795. FY2795.In addition, the published North Carolina positions FY2795.(NAD 83 (1986)) are NOT consistent with those determined in FY2795.adjacent state readjustments. The discontinuity between stations FY2795.located in North Carolina and those in adjacent states FY2795.which have been adjusted to the HARN may be as much as 5 FY2795.decimeters. This will result in a significant loss of accuracy FY2795.over lines crossing such state borders. FY2795 FY2795 FY2795.The horizontal coordinates were established by classical geodetic methods FY2795.and adjusted by the National Geodetic Survey in July 1986. FY2795 FY2795.The orthometric height was scaled from a topographic map. FY2795 FY2795.The Laplace correction was computed from DEFLEC99 derived deflections. FY2795 FY2795.The geoid height was determined by GEOID03. FY2795 FY2795; North East Units Scale Factor Converg. FY2795;SPC NC - 290,493.742 668,418.328 MT 1.00006200 +0 22 41.7 FY2795;SPC NC - 953,061.55 2,192,969.13 sFT 1.00006200 +0 22 41.7 FY2795;UTM 17 - 4,027,905.484 738,232.768 MT 1.00029932 +1 34 30.8 FY2795 FY2795! - Elev Factor x Scale Factor = Combined Factor FY2795!SPC NC - 0.99998134 x 1.00006200 = 1.00004334 FY2795!UTM 17 - 0.99998134 x 1.00029932 = 1.00028066 FY2795 FY2795: Primary Azimuth Mark Grid Az FY2795:SPC NC - DAR=T 6 223 25 25.4 FY2795:UTM 17 - DAR=T 6 222 13 36.3 FY2795 FY2795|---------------------------------------------------------------------| FY2795| PID Reference Object Distance Geod. Az | FY2795| dddmmss.s | FY2795| FY0265 DAW=Q 6 RESET 204.122 METERS 02445 | FY2795| FY4018 DAP RM=S 6 17945 | FY2795| FY0261 DAR=T 6 APPROX. 2.5 KM 2234807.1 | FY2795|---------------------------------------------------------------------| FY2795 FY2795 SUPERSEDED SURVEY CONTROL FY2795 FY2795 NAD 27 - 36 21 59.88510(N) 078 20 41.76125(W) AD( ) 2 FY2795 FY2795.Superseded values are not recommended for survey control. FY2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2795.See file dsdata.txt to determine how the superseded data were derived. FY2795 FY2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3823327905(NAD 83) FY2795_MARKER: DS = TRIANGULATION STATION DISK FY2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2795_MARK LOGO: CGS FY2795 FY2795 HISTORY - Date Condition Report By FY2795 HISTORY - 1918 MONUMENTED CGS FY2795 HISTORY - 1930 MARK NOT FOUND CGS FY2795 FY2795 STATION DESCRIPTION FY2795 FY2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) FY2795'ABOUT 770 METERS (2,526 FEET) NORTH OF RAILWAY STATION AT FY2795'GREYSTONE, AT SOUTH END OF FIRST CURVE OF SEABOARD AIR LINE FY2795'RAILWAY SOUTH OF RAILWAY STATION, ON PROLONGATION OF TANGENT TO FY2795'LEFT RAIL TOWARD GREYSTONE, 375 METERS (1,230 FEET) SOUTH OF FY2795'MILEPOST 108, 40 METERS (131 FEET) NORTH OF SMALL NEGRO CHURCH FY2795'ON SAME SIDE OF TRACK, AND 5.75 METERS (18.9 FEET) EAST OF E RAIL. FY2795'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE, FY2795'UNDERGROUND MARK WAS NAIL IN CONCRETE. FY2795' FY2795'REFERENCE MARK WAS STANDARD REFERENCE DISK IN NORTH FACE FY2795'OF STONE FOUNDATION OF CHURCH, AT ABOUT MIDDLE POINT, 18 INCHES FY2795'ABOVE GROUND, AND 36.35 METERS (119.3 FEET) FROM STATION FY2795'S 00 DEG 15 MIN E. FY2795 FY2795 STATION RECOVERY (1930) FY2795 FY2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 FY2795'STATION MARKS WERE DESTROYED BY FY2795'RAILWAY CONSTRUCTION IN 1930. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2832 *********************************************************************** FY2832 DESIGNATION - DARE RESET FY2832 PID - FY2832 FY2832 STATE/COUNTY- NC/VANCE FY2832 USGS QUAD - HENDERSON (1982) FY2832 FY2832 *CURRENT SURVEY CONTROL FY2832 ___________________________________________________________________ FY2832* NAD 83(1986)- 36 19 53.84760(N) 078 23 47.66148(W) ADJUSTED FY2832* NAVD 88 - 133. (meters) 436. (feet) SCALED FY2832 ___________________________________________________________________ FY2832 LAPLACE CORR- -6.93 (seconds) DEFLEC99 FY2832 GEOID HEIGHT- -32.70 (meters) GEOID03 FY2832 FY2832 HORZ ORDER - SECOND FY2832 FY2832.The North Carolina HARNS have been completed but, FY2832.due to contractual restrictions, coordinates for these stations FY2832.will NOT be published in the near future. In the interim, the FY2832.published coordinates in North Carolina will not be FY2832.consistent with the Continuously Operating Reference Stations FY2832.(CORS). The HARN coordinates for these stations are available FY2832.upon request. Contact Gary Thompson(919-733-3836). FY2832. FY2832.In addition, the published North Carolina positions FY2832.(NAD 83 (1986)) are NOT consistent with those determined in FY2832.adjacent state readjustments. The discontinuity between stations FY2832.located in North Carolina and those in adjacent states FY2832.which have been adjusted to the HARN may be as much as 5 FY2832.decimeters. This will result in a significant loss of accuracy FY2832.over lines crossing such state borders. FY2832 FY2832 FY2832.The horizontal coordinates were established by classical geodetic methods FY2832.and adjusted by the National Geodetic Survey in July 1986. FY2832 FY2832.The orthometric height was scaled from a topographic map. FY2832 FY2832.The Laplace correction was computed from DEFLEC99 derived deflections. FY2832 FY2832.The geoid height was determined by GEOID03. FY2832 FY2832; North East Units Scale Factor Converg. FY2832;SPC NC - 286,563.155 663,782.144 MT 1.00005022 +0 20 53.8 FY2832;SPC NC - 940,165.95 2,177,758.58 sFT 1.00005022 +0 20 53.8 FY2832;UTM 17 - 4,023,878.066 733,678.581 MT 1.00027284 +1 32 35.2 FY2832 FY2832! - Elev Factor x Scale Factor = Combined Factor FY2832!SPC NC - 0.99998430 x 1.00005022 = 1.00003452 FY2832!UTM 17 - 0.99998430 x 1.00027284 = 1.00025714 FY2832 FY2832: Primary Azimuth Mark Grid Az FY2832:SPC NC - DARE AZ MK RESET 025 20 11.8 FY2832:UTM 17 - DARE AZ MK RESET 024 08 30.4 FY2832 FY2832|---------------------------------------------------------------------| FY2832| PID Reference Object Distance Geod. Az | FY2832| dddmmss.s | FY2832| FY4022 DARE AZ MK RESET 0254105.6 | FY2832| FY4023 DARE RM=E 7 06949 | FY2832| FY0252 DAYA=F 7 443.111 METERS 2195854.4 | FY2832|---------------------------------------------------------------------| FY2832 FY2832 SUPERSEDED SURVEY CONTROL FY2832 FY2832 NAD 27 - 36 19 53.32217(N) 078 23 48.67058(W) AD( ) 2 FY2832 FY2832.Superseded values are not recommended for survey control. FY2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2832.See file dsdata.txt to determine how the superseded data were derived. FY2832 FY2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3367923878(NAD 83) FY2832_MARKER: DS = TRIANGULATION STATION DISK FY2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2832_MARK LOGO: CGS FY2832 FY2832 HISTORY - Date Condition Report By FY2832 HISTORY - 1933 MONUMENTED CGS FY2832 HISTORY - 1933 GOOD CGS FY2832 HISTORY - 1936 GOOD SCLRR FY2832 HISTORY - 1960 SEE DESCRIPTION CGS FY2832 FY2832 STATION DESCRIPTION FY2832 FY2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY2832'ABOUT 630 METERS (2,067 FEET) NORTH OF RAILWAY STATION AT HENDERSON, FY2832'AT NORTH END OF CURVE OF SEABOARD AIR LINE RAILWAY, ON PROLONGATION FY2832'OF TANGENT TO WEST RAIL FROM NORTH, AT FOOT OF BANK OF ABOUT SAME FY2832'ELEVATION AS TRACK AND 3 FEET BELOW STREET, ABOUT 30 YARDS NORTH FY2832'OF STREET CROSSING RAILWAY, 29.3 FEET NORTH OF NORTHEAST CORNER FY2832'OF CONCRETE FOUNDATION OF BLOCK SIGNAL NO. 113.4, 45.8 FEET FY2832'NORTHEAST OF NORTHEAST CORNER OF CONCRETE FOUNDATION OF BLOCK FY2832'SIGNAL NO. 113.5, 24.4 FEET EAST OF EAST RAIL OF MAIN TRACK, FY2832'AND 2.9 FEET NORTH OF LARGE TELEPHONE POLE. FY2832'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY2832'UNDERGROUND MARK IS NAIL IN CONCRETE. IN 1933, SURFACE MARK WAS FY2832'FOUND TO HAVE BEEN MOVED ABOUT 15 FEET FROM ITS ORIGINAL FY2832'POSITION. UNDERGROUND MARK WAS RECOVERED IN CORRECT POSITION, FY2832'AND SURFACE MARK RESET IN CORRECT POSITION. FY2832' FY2832'REFERENCE MARK IS STANDARD REFERENCE DISK IN WEST FY2832'FACE OF BRICK FOUNDATION OF FY2832'THIRD HOUSE NORTH OF ROCKSPRING STREET, ABOUT 1 FOOT FY2832'FROM CORNER, 2 FEET ABOVE GROUND, AND 40.90 METERS (134.2 FEET) FY2832'FROM STATION N 69 DEG 48 MIN E. FY2832' FY2832'AZIMUTH MARK, ESTABLISHED IN 1933, FY2832'IS STANDARD REFERENCE DISK IN CONCRETE, FY2832'ABOUT 125 YARDS SOUTH OF MILEPOST 113, ON BANK BETWEEN FY2832'ALLEY AND RAILWAY, 82.4 FEET NORTHWEST OF SOUTHWEST CORNER AND FY2832'84.9 FEET SOUTHWEST OF NORTHWEST CORNER OF LARGE FY2832'DILAPIDATED BRICK HOUSE ON EAST SIDE OF TRACK, 47.8 FEET SOUTH OF FY2832'TELEPHONE POLE, 16.1 FEET WEST OF WEST RAIL, AND APPROXIMATELY FY2832'0.3 MILE FROM STATION N 25 DEG 50 MIN E. FY2832' FY2832'GREEN LIGHT ON BLOCK SIGNAL NO 112.4 IS ON EAST SIDE OF TRACK, AND FY2832'APPROXIMATELY 1 MILE FROM STATION N 26 DEG 30 MIN E. FY2832 FY2832 STATION RECOVERY (1936) FY2832 FY2832'RECOVERY NOTE BY SEABOARD COAST LINE RAILROAD 1936 (RLT) FY2832'LETTER DATED 7/9/36 OF MR. R.L. TATUM, DIVISION ENGINEER, FY2832'SEABOARD AIR LINE RAILWAY, RALEIGH, N.C.--IN CONNECTION WITH THE FY2832'CONSTRUCTION OF AN INDUSTRIAL TRACK IT WAS NECESSARY TO MOVE DARE FY2832'AZ. 1933. FY2832' FY2832'THE NEW AZIMUTH MARK WAS SET ON LINE BETWEEN THE STATION MARK FY2832'AND THE OLD AZIMUTH MARK 59.65 FEET NEARER THE STATION MARK. FY2832 FY2832 STATION RECOVERY (1960) FY2832 FY2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NVC) FY2832'STATION SURFACE MARK DISK IS LOOSE, NOT USABLE. IT IS NOW 2 FY2832'FEET ABOVE THE GROUND. SUB-SURFACE MARK WAS NOT SEARCHED FY2832'FOR. FY2832'REFERENCE MARKER WAS FOUND IN GOOD CONDITION. FY2832'AZIMUTH MARKER WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0261 *********************************************************************** FY0261 DESIGNATION - DAR=T 6 FY0261 PID - FY0261 FY0261 STATE/COUNTY- NC/VANCE FY0261 USGS QUAD - VICKSBORO (1970) FY0261 FY0261 *CURRENT SURVEY CONTROL FY0261 ___________________________________________________________________ FY0261* NAD 83(1986)- 36 21 01.36663(N) 078 21 50.72614(W) ADJUSTED FY0261* NAVD 88 - 153.709 (meters) 504.29 (feet) ADJUSTED FY0261 ___________________________________________________________________ FY0261 LAPLACE CORR- -6.38 (seconds) DEFLEC99 FY0261 GEOID HEIGHT- -32.80 (meters) GEOID03 FY0261 DYNAMIC HT - 153.582 (meters) 503.88 (feet) COMP FY0261 MODELED GRAV- 979,802.2 (mgal) NAVD 88 FY0261 FY0261 HORZ ORDER - SECOND FY0261 VERT ORDER - FIRST CLASS II FY0261 FY0261.The North Carolina HARNS have been completed but, FY0261.due to contractual restrictions, coordinates for these stations FY0261.will NOT be published in the near future. In the interim, the FY0261.published coordinates in North Carolina will not be FY0261.consistent with the Continuously Operating Reference Stations FY0261.(CORS). The HARN coordinates for these stations are available FY0261.upon request. Contact Gary Thompson(919-733-3836). FY0261. FY0261.In addition, the published North Carolina positions FY0261.(NAD 83 (1986)) are NOT consistent with those determined in FY0261.adjacent state readjustments. The discontinuity between stations FY0261.located in North Carolina and those in adjacent states FY0261.which have been adjusted to the HARN may be as much as 5 FY0261.decimeters. This will result in a significant loss of accuracy FY0261.over lines crossing such state borders. FY0261 FY0261 FY0261.The horizontal coordinates were established by classical geodetic methods FY0261.and adjusted by the National Geodetic Survey in July 1986. FY0261 FY0261.The orthometric height was determined by differential leveling FY0261.and adjusted by the National Geodetic Survey in June 1991. FY0261 FY0261.The Laplace correction was computed from DEFLEC99 derived deflections. FY0261 FY0261.The geoid height was determined by GEOID03. FY0261 FY0261.The dynamic height is computed by dividing the NAVD 88 FY0261.geopotential number by the normal gravity value computed on the FY0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0261.degrees latitude (g = 980.6199 gals.). FY0261 FY0261.The modeled gravity was interpolated from observed gravity values. FY0261 FY0261; North East Units Scale Factor Converg. FY0261;SPC NC - 288,662.616 666,685.291 MT 1.00005646 +0 22 01.3 FY0261;SPC NC - 947,053.93 2,187,283.33 sFT 1.00005646 +0 22 01.3 FY0261;UTM 17 - 4,026,038.130 736,537.946 MT 1.00028941 +1 33 47.1 FY0261 FY0261! - Elev Factor x Scale Factor = Combined Factor FY0261!SPC NC - 0.99998102 x 1.00005646 = 1.00003748 FY0261!UTM 17 - 0.99998102 x 1.00028941 = 1.00027043 FY0261 FY0261: Primary Azimuth Mark Grid Az FY0261:SPC NC - DAR AZ MK RESET 046 16 11.2 FY0261:UTM 17 - DAR AZ MK RESET 045 04 25.4 FY0261 FY0261|---------------------------------------------------------------------| FY0261| PID Reference Object Distance Geod. Az | FY0261| dddmmss.s | FY0261| FY4019 DAR AZ MK 0413052.0 | FY0261| FY4020 DAR AZ MK RESET 0463812.5 | FY0261| FY0260 DAS=V 6 301.947 METERS 24003 | FY0261| FY4021 DAR RM=U 6 26338 | FY0261|---------------------------------------------------------------------| FY0261 FY0261 SUPERSEDED SURVEY CONTROL FY0261 FY0261 NAD 27 - 36 21 00.84310(N) 078 21 51.73834(W) AD( ) 2 FY0261 NGVD 29 (??/??/92) 153.994 (m) 505.23 (f) ADJ UNCH 1 2 FY0261 FY0261.Superseded values are not recommended for survey control. FY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0261.See file dsdata.txt to determine how the superseded data were derived. FY0261 FY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3653826038(NAD 83) FY0261_MARKER: DS = TRIANGULATION STATION DISK FY0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0261_STAMPING: EL 505.160 FT T 6 DAR 1918 FY0261_MARK LOGO: CGS FY0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0261+STABILITY: SURFACE MOTION FY0261 FY0261 HISTORY - Date Condition Report By FY0261 HISTORY - 1918 MONUMENTED CGS FY0261 HISTORY - 1933 GOOD CGS FY0261 HISTORY - 1934 GOOD CGS FY0261 HISTORY - 1942 GOOD CGS FY0261 HISTORY - 1969 GOOD CGS FY0261 HISTORY - 1969 GOOD CGS FY0261 HISTORY - 1978 GOOD NGS FY0261 FY0261 STATION DESCRIPTION FY0261 FY0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0261'ABOUT 1 MILE SOUTH OF RAILWAY STATION AT GREYSTONE, AT BEGINNING FY0261'OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF GREYSTONE, FY0261'ON PROLONGATION OF TANGENT TO EAST RAIL FROM NORTH, ABOUT 275 FY0261'YARDS NORTH OF GRADE CROSSING, 100 METERS (328 FEET) NORTH OF FY0261'HOUSE ON OPPOSITE SIDE OF TRACK, ABOUT 100 METERS (328 FEET) FY0261'NORTH OF MILEPOST 111, AT BOTTOM OF FILL, ABOUT 4 FEET BELOW FY0261'TRACK, 28.9 FEET EAST OF EAST RAIL, 32.4 FEET SOUTH OF EAST END FY0261'OF CORRUGATED-IRON PIPE UNDER TRACK, 53.8 FEET NORTH OF FY0261'TELEPHONE POLE NO. E-39, AND 53.5 FEET NORTH OF BLAZED 16-INCH FY0261'OAK TREE AT NORTHWEST CORNER OF WOODS. FY0261'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0261'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0261' FY0261'REFERENCE MARK IS NAIL IN FY0261'CONCRETE PIER ON OPPOSITE SIDE OF TRACK, IN DIRECTION OF HOUSE, FY0261'ON TOP OF CUT, ABOUT 10 METERS (33 FEET) WEST OF TRACK, AND FY0261'40.51 METERS (132.9 FEET) FROM STATION S 83 DEG 38 MIN W. FY0261' FY0261'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD FY0261'REFERENCE DISK IN CONCRETE, ON HIGH BANK ABOUT 12 FY0261'FEET ABOVE RAIL, 24.9 FEET WEST OF WEST RAIL, 111.2 FEET NORTH FY0261'OF WHISTLE POST, ABOUT 80 YARDS SOUTH OF WHISTLE POST ON WEST FY0261'SIDE OF TRACK, 8 FEET EAST OF CENTER LINE OF OLD ROAD, 28 FY0261'FEET NORTH OF TELEPHONE POLE, AND APPROXIMATELY 200 YARDS FY0261'FROM STATION N 41 DEG 31 MIN E. FY0261' FY0261'GREEN LIGHT ON BLOCK SIGNAL NO 110.6 IS ON EAST SIDE OF TRACK, AND FY0261'APPROXIMATELY 0.3 MILE FROM STATION N 44 DEG 01 MIN E. FY0261 FY0261 STATION RECOVERY (1934) FY0261 FY0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FY0261'1 MI SW FROM GREYSTONE. FY0261'RECOVERED AS DESCRIBED 1951 NOTE-- GROUND FOR SOME DISTANCE FY0261'AROUND THIS MARK IS NOW COVERED WITH A THICK GROWTH OF HONEYSUCKLE. FY0261'MARK WAS BURIED ABOUT 2 INCHES UNDER GROUND IN ADDITION TO THE FY0261'HONEYSUCKLE. ORIGINAL DESCRIPTION-- 1 MILE SOUTHWEST ALONG THE FY0261'SEABOARD AIR LINE RAILWAY FROM THE STATION AT GREYSTONE, VANCE FY0261'COUNTY, 100 YARDS NORTH OF MILEPOST 111, AT THE FIRST CURVE FY0261'SOUTHWEST OF THE STATION, ON THE PROLONGATION OF THE EAST RAIL FY0261'OF THE NORTH TANGENT, 32 FEET SOUTH OF A CORRUGATED IRON-PIPE FY0261'CULVERT, 54 FEET NORTH OF POLE E 39, 29 FEET EAST OF THE EAST FY0261'RAIL, AND 4 FEET LOWER THAN THE TRACK. FY0261'A STANDARD TRIANGULATION-STATION DISK, FY0261'STAMPED---EL 505.160 FT T 6 DAR 1918---, FY0261'AND SET IN THE TOP OF A CONCRETE POST. FY0261 FY0261 STATION RECOVERY (1942) FY0261 FY0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE) FY0261'STATION AND REFERENCE MARKS WERE RECOVERED EXACTLY AS DESCRIBED. FY0261' FY0261'THE AZIMUTH MARK IS RE-LOCATED ON THE E SIDE OF THE TRACK, 44 FY0261'FEET SLOPE DISTANCE E OF THE E RAIL, ON THE TOP OF A HIGH BANK, FY0261'0.25 MILE N OF THE STATION, 145 FEET N OF THE SIGNAL BLOCK, 7 FY0261'FEET E OF A TELEGRAPH POLE, 49 FEET SSW OF A FORKED TREE. THE FY0261'ARROW OF THE MARK IS POINTING EASTWARDLY. MARK WAS FOUND IN GOOD FY0261'CONDITION. FY0261 FY0261 STATION RECOVERY (1969) FY0261 FY0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY0261'THE STATION WAS RECOVERED IN GOOD CONDITION. FY0261 FY0261 STATION RECOVERY (1969) FY0261 FY0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 FY0261'RECOVERED IN GOOD CONDITION. FY0261 FY0261 STATION RECOVERY (1978) FY0261 FY0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0261'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0260 *********************************************************************** FY0260 DESIGNATION - DAS=V 6 FY0260 PID - FY0260 FY0260 STATE/COUNTY- NC/VANCE FY0260 USGS QUAD - VICKSBORO (1970) FY0260 FY0260 *CURRENT SURVEY CONTROL FY0260 ___________________________________________________________________ FY0260* NAD 83(1986)- 36 20 56.47715(N) 078 22 01.21946(W) ADJUSTED FY0260* NAVD 88 - 153.520 (meters) 503.67 (feet) POSTED FY0260 ___________________________________________________________________ FY0260 LAPLACE CORR- -6.42 (seconds) DEFLEC99 FY0260 GEOID HEIGHT- -32.79 (meters) GEOID03 FY0260 DYNAMIC HT - 153.390 (meters) 503.25 (feet) COMP FY0260 MODELED GRAV- 979,802.4 (mgal) NAVD 88 FY0260 FY0260 HORZ ORDER - SECOND FY0260 VERT ORDER - * POSTED, Code B , SEE BELOW FY0260 FY0260.The North Carolina HARNS have been completed but, FY0260.due to contractual restrictions, coordinates for these stations FY0260.will NOT be published in the near future. In the interim, the FY0260.published coordinates in North Carolina will not be FY0260.consistent with the Continuously Operating Reference Stations FY0260.(CORS). The HARN coordinates for these stations are available FY0260.upon request. Contact Gary Thompson(919-733-3836). FY0260. FY0260.In addition, the published North Carolina positions FY0260.(NAD 83 (1986)) are NOT consistent with those determined in FY0260.adjacent state readjustments. The discontinuity between stations FY0260.located in North Carolina and those in adjacent states FY0260.which have been adjusted to the HARN may be as much as 5 FY0260.decimeters. This will result in a significant loss of accuracy FY0260.over lines crossing such state borders. FY0260 FY0260 FY0260.The horizontal coordinates were established by classical geodetic methods FY0260.and adjusted by the National Geodetic Survey in July 1986. FY0260 FY0260.The orthometric height was determined by differential leveling FY0260.and adjusted by the National Geodetic Survey in 1992. FY0260.* This is a POSTED BENCH MARK height. Code B indicates a distribution FY0260.rate of 1.1 thru 2.0 mm/km. FY0260 FY0260.The Laplace correction was computed from DEFLEC99 derived deflections. FY0260 FY0260.The geoid height was determined by GEOID03. FY0260 FY0260.The dynamic height is computed by dividing the NAVD 88 FY0260.geopotential number by the normal gravity value computed on the FY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0260.degrees latitude (g = 980.6199 gals.). FY0260 FY0260.The modeled gravity was interpolated from observed gravity values. FY0260 FY0260; North East Units Scale Factor Converg. FY0260;SPC NC - 288,510.226 666,424.600 MT 1.00005600 +0 21 55.2 FY0260;SPC NC - 946,553.97 2,186,428.04 sFT 1.00005600 +0 21 55.2 FY0260;UTM 17 - 4,025,880.295 736,280.433 MT 1.00028791 +1 33 40.7 FY0260 FY0260! - Elev Factor x Scale Factor = Combined Factor FY0260!SPC NC - 0.99998105 x 1.00005600 = 1.00003705 FY0260!UTM 17 - 0.99998105 x 1.00028791 = 1.00026896 FY0260 FY0260: Primary Azimuth Mark Grid Az FY0260:SPC NC - DAY 262 33 18.8 FY0260:UTM 17 - DAY 261 21 33.3 FY0260 FY0260|---------------------------------------------------------------------| FY0260| PID Reference Object Distance Geod. Az | FY0260| dddmmss.s | FY0260| FY0261 DAR=T 6 301.947 METERS 06003 | FY0260| FY4024 DAS RM=W 6 18143 | FY0260| FY2833 DAY APPROX. 0.8 KM 2625514.0 | FY0260|---------------------------------------------------------------------| FY0260 FY0260 SUPERSEDED SURVEY CONTROL FY0260 FY0260 NAD 27 - 36 20 55.95343(N) 078 22 02.23037(W) AD( ) 2 FY0260 NGVD 29 (??/??/92) 153.804 (m) 504.61 (f) ADJ UNCH 1 2 FY0260 FY0260.Superseded values are not recommended for survey control. FY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0260.See file dsdata.txt to determine how the superseded data were derived. FY0260 FY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3628025880(NAD 83) FY0260_MARKER: DS = TRIANGULATION STATION DISK FY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0260_STAMPING: EL 504.533 FT V 6 DAS 1918 FY0260_MARK LOGO: CGS FY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0260+STABILITY: SURFACE MOTION FY0260 FY0260 HISTORY - Date Condition Report By FY0260 HISTORY - 1918 MONUMENTED CGS FY0260 HISTORY - 1933 GOOD CGS FY0260 HISTORY - 1934 GOOD CGS FY0260 HISTORY - 1969 GOOD CGS FY0260 HISTORY - 1969 GOOD CGS FY0260 FY0260 STATION DESCRIPTION FY0260 FY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0260'ABOUT 1-1/4 MILES SOUTH OF RAILWAY STATION AT GREYSTONE, AT SOUTH FY0260'END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF FY0260'GREYSTONE, ON PROLONGATION OF TANGENT TO WEST RAIL FROM SOUTH, FY0260'56.6 FEET EAST OF EAST RAIL, 103.6 FEET EAST OF WHISTLE POST, 58.3 FY0260'FEET SOUTH OF GUYED TELEPHONE POLE, 191.1 FEET SOUTH OF RAILWAY FY0260'CROSSING SIGN POST WHERE DIRT HIGHWAY CROSSES TRACKS, DIRECTLY FY0260'OPPOSITE WHITE HOUSE ON SAME SIDE OF TRACKS, AND IN BOTTOM FY0260'LAND WHICH IS COVERED BY DIRT WASHED OUT OF FIELDS. FY0260'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. IT FY0260'WAS COVERED BY ABOUT 8 INCHES OF DIRT IN 1933. FY0260'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0260' FY0260'REFERENCE MARK IS STANDARD FY0260'REFERENCE DISK IN WEST FACE OF NORTH CHIMNEY OF FY0260'ABOVE-MENTIONED HOUSE, ABOUT 4 FEET ABOVE GROUND, AND 114.12 FY0260'METERS (374.4 FEET) FROM STATION S 01 DEG 43 MIN W. FY0260' FY0260'STATION DAY (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0260'THEREOF) IS VISIBLE FROM GROUND S 82 DEG 56 MIN W. FY0260 FY0260 STATION RECOVERY (1934) FY0260 FY0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FY0260'1.2 MI SW FROM GREYSTONE. FY0260'RECOVERED AS DESCRIBED 1934 NOTE-- MARK BEING IN A COMPARATIVELY FY0260'LOW PLACE, EARTH HAD WASHED OVER AND BURIED IT ABOUT 10 INCHES. FY0260'ALSO, THE MARK IS SURROUNDED BY A GROWTH OF HONEYSUCKLE. IT IS FY0260'ABOUT 10 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD. FY0260'ORIGINAL DESCRIPTION-- 1 1/4 MILES SOUTHWEST ALONG THE SEABOARD FY0260'AIR LINE RAILWAY FROM THE STATION AT GREYSTONE, VANCE COUNTY, 200 FY0260'YARDS SOUTHWEST OF MILEPOST 111, AT THE SOUTH END OF THE FIRST FY0260'CURVE SOUTH OF THE STATION, ON THE PROLONGATION OF THE WEST FY0260'RAIL OF THE SOUTH TANGENT, 191 FEET SOUTH OF A CROSSING SIGNPOST, FY0260'57 FEET EAST OF THE EAST RAIL, 104 FEET EAST OF A WHISTLE POST FY0260'AND 58 FEET SOUTH OF A GUYED POLE. FY0260'A STANDARD TRIANGULATION-STATION DISK, FY0260'STAMPED---EL 504.533 FT V 6 DAS 1918---, AND SET IN THE TOP OF A FY0260'CONCRETE POST. FY0260 FY0260 STATION RECOVERY (1969) FY0260 FY0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 FY0260'RECOVERED IN GOOD CONDITION. FY0260 FY0260 STATION RECOVERY (1969) FY0260 FY0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY0260'STATION RECOVERED IN GOOD CONDITION. FY0260' FY0260'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF HENDERSON, 4 MILES FY0260'SOUTH-SOUTHWEST OF MIDDLESBURG AND IN A CULTIVATED FIELD. IT IS A FY0260'STANDARD TRIANGULATION STATION DISK, FY0260'STAMPED---DAS 1918 V 6 EL 504.533 FT---, FY0260'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT FY0260'IS 8 INCHES BELOW THE GROUND SURFACE, 151.0 FEET WEST OF THE FY0260'CENTERLINE OF A DRIVEWAY, 98.7 FEET EAST OF A POWER LINE POLE, FY0260'57.4 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK AND 59.0 FEET FY0260'SOUTHWEST OF A GUYED TELEGRAPH POLE. FY0260' FY0260'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION N FY0260'HENDERSON, DISTANCE BEING 283.327 METERS (929.55) FEET EAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4444 *********************************************************************** FY4444 DESIGNATION - DAVIS FY4444 PID - FY4444 FY4444 STATE/COUNTY- NC/VANCE FY4444 USGS QUAD - MIDDLEBURG (1982) FY4444 FY4444 *CURRENT SURVEY CONTROL FY4444 ___________________________________________________________________ FY4444* NAD 83(1986)- 36 27 35.69863(N) 078 19 55.73425(W) ADJUSTED FY4444* NAVD 88 - 124.4 (meters) 408. (feet) VERTCON FY4444 ___________________________________________________________________ FY4444 LAPLACE CORR- -6.04 (seconds) DEFLEC99 FY4444 GEOID HEIGHT- -32.73 (meters) GEOID03 FY4444 FY4444 HORZ ORDER - SECOND FY4444 FY4444.The North Carolina HARNS have been completed but, FY4444.due to contractual restrictions, coordinates for these stations FY4444.will NOT be published in the near future. In the interim, the FY4444.published coordinates in North Carolina will not be FY4444.consistent with the Continuously Operating Reference Stations FY4444.(CORS). The HARN coordinates for these stations are available FY4444.upon request. Contact Gary Thompson(919-733-3836). FY4444. FY4444.In addition, the published North Carolina positions FY4444.(NAD 83 (1986)) are NOT consistent with those determined in FY4444.adjacent state readjustments. The discontinuity between stations FY4444.located in North Carolina and those in adjacent states FY4444.which have been adjusted to the HARN may be as much as 5 FY4444.decimeters. This will result in a significant loss of accuracy FY4444.over lines crossing such state borders. FY4444 FY4444 FY4444.The horizontal coordinates were established by classical geodetic methods FY4444.and adjusted by the National Geodetic Survey in July 1992. FY4444 FY4444.The NAVD 88 height was computed by applying the VERTCON shift value to FY4444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4444 FY4444.The Laplace correction was computed from DEFLEC99 derived deflections. FY4444 FY4444.The geoid height was determined by GEOID03. FY4444 FY4444; North East Units Scale Factor Converg. FY4444;SPC NC - 300,836.991 669,470.844 MT 1.00009506 +0 23 07.7 FY4444;SPC NC - 986,996.03 2,196,422.26 sFT 1.00009506 +0 23 07.7 FY4444;UTM 17 - 4,038,270.806 739,068.837 MT 1.00030423 +1 35 10.1 FY4444 FY4444! - Elev Factor x Scale Factor = Combined Factor FY4444!SPC NC - 0.99998562 x 1.00009506 = 1.00008068 FY4444!UTM 17 - 0.99998562 x 1.00030423 = 1.00028985 FY4444 FY4444 SUPERSEDED SURVEY CONTROL FY4444 FY4444 NGVD 29 (07/10/92) 124.6 (m) 409. (f) VERT ANG FY4444 FY4444.Superseded values are not recommended for survey control. FY4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4444.See file dsdata.txt to determine how the superseded data were derived. FY4444 FY4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3906938271(NAD 83) FY4444_MARKER: DH = HORIZONTAL CONTROL DISK FY4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4444_SP_SET: CONCRETE POST FY4444_STAMPING: DAVIS 1985 FY4444_MARK LOGO: NCGS FY4444_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4444+STABILITY: SURFACE MOTION FY4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY4444+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005 FY4444 FY4444 HISTORY - Date Condition Report By FY4444 HISTORY - 1985 MONUMENTED NCGS FY4444 HISTORY - 20050416 GOOD USPSQD FY4444 HISTORY - 20050918 GOOD GEOCAC FY4444 FY4444 STATION DESCRIPTION FY4444 FY4444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4444'STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST OF DREWRY, AND 15.6 KM FY4444'(9.7 MI) NORTH-NORTHEAST OF HENDERSON. FY4444'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4444'FROM DREWRY TO SR 1365 ON RIGHT, AND STATION ON LEFT ON PROLONGATION FY4444'OF SR 1365 CENTERLINE. FY4444'STATION IS A STANDARD NCGS DISK STAMPED---DAVIS 1985---, SET INTO THE FY4444'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4444'LOCATED 7.71 METERS (25.3 FT) SOUTH-SOUTHEAST FROM THE PK-NAIL AT FY4444'JUNCTION OF CENTERLINES, 11.03 METERS (36.2 FT) WEST FROM A TELEPHONE FY4444'JUNCTION BOX (1366 R 35 S), 22.64 METERS (74.3 FT) NORTH-NORTHWEST FY4444'FROM THE NORTHWEST TRANSMISSION LINE POLE WITH REFERENCE TAG, AND FY4444'32.50 METERS (106.6 FT) EAST-SOUTHEAST FROM THE SOUTH POST OF MT. FY4444'PLEASANT BAPTIST CHURCH SIGN. FY4444'MARK IS 2 FEET BELOW HIGHWAY LEVEL. FY4444 FY4444 STATION RECOVERY (2005) FY4444 FY4444'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4444'N 36 27.596 FY4444'W 078 19.928 FY4444 FY4444 STATION RECOVERY (2005) FY4444 FY4444'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4444'RECOVERED AS DESCRIBED. SR1365 IS MOUNT PLEASANT CHURCH ROAD. FY4444'REFERENCED OBJECTS REMAIN VALID. ALSO PULLED TAPE FROM PK NAIL IN FY4444'INTERSECTION. CHECKED OKAY. FY4444' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0265 *********************************************************************** FY0265 DESIGNATION - DAW=Q 6 RESET FY0265 PID - FY0265 FY0265 STATE/COUNTY- NC/VANCE FY0265 USGS QUAD - VICKSBORO (1970) FY0265 FY0265 *CURRENT SURVEY CONTROL FY0265 ___________________________________________________________________ FY0265* NAD 83(1986)- 36 22 06.41631(N) 078 20 37.31418(W) ADJUSTED FY0265* NAVD 88 - 146.52 (+/-2cm) 480.7 (feet) VERTCON FY0265 ___________________________________________________________________ FY0265 LAPLACE CORR- -5.85 (seconds) DEFLEC99 FY0265 GEOID HEIGHT- -32.84 (meters) GEOID03 FY0265 FY0265 HORZ ORDER - SECOND FY0265 VERT ORDER - THIRD ? (See Below) FY0265 FY0265.The North Carolina HARNS have been completed but, FY0265.due to contractual restrictions, coordinates for these stations FY0265.will NOT be published in the near future. In the interim, the FY0265.published coordinates in North Carolina will not be FY0265.consistent with the Continuously Operating Reference Stations FY0265.(CORS). The HARN coordinates for these stations are available FY0265.upon request. Contact Gary Thompson(919-733-3836). FY0265. FY0265.In addition, the published North Carolina positions FY0265.(NAD 83 (1986)) are NOT consistent with those determined in FY0265.adjacent state readjustments. The discontinuity between stations FY0265.located in North Carolina and those in adjacent states FY0265.which have been adjusted to the HARN may be as much as 5 FY0265.decimeters. This will result in a significant loss of accuracy FY0265.over lines crossing such state borders. FY0265 FY0265 FY0265.The horizontal coordinates were established by classical geodetic methods FY0265.and adjusted by the National Geodetic Survey in July 1986. FY0265 FY0265.The NAVD 88 height was computed by applying the VERTCON shift value to FY0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0265.The vertical order pertains to the NGVD 29 superseded value. FY0265 FY0265.The Laplace correction was computed from DEFLEC99 derived deflections. FY0265 FY0265.The geoid height was determined by GEOID03. FY0265 FY0265; North East Units Scale Factor Converg. FY0265;SPC NC - 290,679.684 668,502.568 MT 1.00006257 +0 22 43.7 FY0265;SPC NC - 953,671.60 2,193,245.51 sFT 1.00006257 +0 22 43.7 FY0265;UTM 17 - 4,028,093.190 738,313.123 MT 1.00029980 +1 34 33.1 FY0265 FY0265! - Elev Factor x Scale Factor = Combined Factor FY0265!SPC NC - 0.99998216 x 1.00006257 = 1.00004473 FY0265!UTM 17 - 0.99998216 x 1.00029980 = 1.00028195 FY0265 FY0265|---------------------------------------------------------------------| FY0265| PID Reference Object Distance Geod. Az | FY0265| dddmmss.s | FY0265| FY2794 DAN=O 6 256.156 METERS 00506 | FY0265| FY4026 DAW RM 09520 | FY0265| FY2795 DAP=R 6 204.122 METERS 20445 | FY0265|---------------------------------------------------------------------| FY0265 FY0265 SUPERSEDED SURVEY CONTROL FY0265 FY0265 NAD 27 - 36 22 05.89878(N) 078 20 38.33382(W) AD( ) 2 FY0265 NGVD 29 (07/19/86) 146.80 (m) 481.6 (f) LEVELING 3 FY0265 FY0265.Superseded values are not recommended for survey control. FY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0265.See file dsdata.txt to determine how the superseded data were derived. FY0265 FY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3831328093(NAD 83) FY0265_MARKER: DS = TRIANGULATION STATION DISK FY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0265_STAMPING: DAW 1918 1933 FY0265_MARK LOGO: CGS FY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0265+STABILITY: SURFACE MOTION FY0265 FY0265 HISTORY - Date Condition Report By FY0265 HISTORY - 1933 MONUMENTED CGS FY0265 HISTORY - 1933 GOOD CGS FY0265 HISTORY - 1934 GOOD CGS FY0265 FY0265 STATION DESCRIPTION FY0265 FY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0265'ABOUT 1,010 METERS (3,314 FEET) NORTH OF RAILWAY STATION AT FY0265'GREYSTONE, ON FIRST CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF FY0265'GREYSTONE, 425 METERS (1,394 FEET) SOUTH OF MILEPOST 109, 50 FY0265'METERS (164 FEET) SOUTH OF SMALL NEGRO HOUSE WHICH IS ON STONE FY0265'FOUNDATION, ON TOP OF HIGH FILL, 1.5 METERS (5 FEET) EAST OF EAST FY0265'RAIL, AND 7 METERS (23 FEET) SOUTH OF NATURAL SPRING AT BOTTOM FY0265'OF FILL. SURFACE MARK WAS STANDARD DISK STATION MARK IN FY0265'CONCRETE AND, IN 1930, DISK WAS REMOVED FROM CONCRETE FY0265'AND RETURNED TO OFFICE. IN 1933, CONCRETE POST WAS FY0265'RECOVERED AND RE-MARKED WITH STANDARD STATION DISK. FY0265'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0265' FY0265'REFERENCE MARK IS BOLT IN WEST SIDE OF LONE TALL TREE, FY0265'AND 16.10 METERS (52.8 FEET) FROM STATION S 84 DEG 40 MIN E. FY0265' FY0265'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK FY0265'IN CONCRETE, AT NORTH END OF FIRST CURVE NORTH OF FY0265'GREYSTONE, ON PROLONGATION OF TANGENT TO EAST RAIL FROM FY0265'NORTH, ABOUT 125 YARDS SOUTH OF MILEPOST 109, ABOUT 5 FEET FY0265'WEST OF FOOT OF CUT, 2 FEET BELOW TRACK, 30.0 FEET EAST OF FY0265'EAST RAIL, 60.3 FEET SOUTH OF TELEPHONE POLE NO. E-23, 100.0 FY0265'FEET NORTH OF ANOTHER TELEPHONE POLE, AND APPROXIMATELY 250 FY0265'METERS (820 FEET) FROM STATION N 04 DEG 39 MIN E. FY0265 FY0265 STATION RECOVERY (1934) FY0265 FY0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FY0265'0.6 MI NE FROM GREYSTONE. FY0265'RECOVERED AS DESCRIBED 1934. NOTE-- TOP OF MARK IS NOW FLUSH FY0265'WITH THE TOP OF THE FILL. ORIGINAL DESCRIPTION-- 0.6 MILE FY0265'NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE STATION AT FY0265'GREYSTONE, VANCE COUNTY, 445 YARDS SOUTHWEST OF MILEPOST 109, FY0265'AT THE FIRST CURVE NORTHEAST OF THE STATION, 55 YARDS SOUTH OF FY0265'A SMALL SHACK, 7 YARDS SOUTH OF A NATURAL SPRING, AND 5 FEET FY0265'EAST OF THE EAST RAIL, AT THE TOP OF A FILL. FY0265'A STANDARD TRIANGULATION-STATION DISK, FY0265'STAMPED---DAW 1918---AND SET IN THE TOP FY0265'OF A CONCRETE POST. NOTE-- IN JULY 1930 THE BRASS DISK WAS FY0265'REMOVED AND IN 1933 A NEW DISK FY0265'STAMPED---DAW 1918 1933---WAS SET FY0265'IN THE TOP OF THE CONCRETE POST. THE ELEVATION OF THE NEW DISK FY0265'WAS NOT DETERMINED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2833 *********************************************************************** FY2833 DESIGNATION - DAY FY2833 PID - FY2833 FY2833 STATE/COUNTY- NC/VANCE FY2833 USGS QUAD - HENDERSON (1982) FY2833 FY2833 *CURRENT SURVEY CONTROL FY2833 ___________________________________________________________________ FY2833* NAD 83(1986)- 36 20 53.08230(N) 078 22 34.99746(W) ADJUSTED FY2833* NAVD 88 - 165. (meters) 541. (feet) SCALED FY2833 ___________________________________________________________________ FY2833 LAPLACE CORR- -6.55 (seconds) DEFLEC99 FY2833 GEOID HEIGHT- -32.75 (meters) GEOID03 FY2833 FY2833 HORZ ORDER - SECOND FY2833 FY2833.The North Carolina HARNS have been completed but, FY2833.due to contractual restrictions, coordinates for these stations FY2833.will NOT be published in the near future. In the interim, the FY2833.published coordinates in North Carolina will not be FY2833.consistent with the Continuously Operating Reference Stations FY2833.(CORS). The HARN coordinates for these stations are available FY2833.upon request. Contact Gary Thompson(919-733-3836). FY2833. FY2833.In addition, the published North Carolina positions FY2833.(NAD 83 (1986)) are NOT consistent with those determined in FY2833.adjacent state readjustments. The discontinuity between stations FY2833.located in North Carolina and those in adjacent states FY2833.which have been adjusted to the HARN may be as much as 5 FY2833.decimeters. This will result in a significant loss of accuracy FY2833.over lines crossing such state borders. FY2833 FY2833 FY2833.The horizontal coordinates were established by classical geodetic methods FY2833.and adjusted by the National Geodetic Survey in July 1986. FY2833 FY2833.The orthometric height was scaled from a topographic map. FY2833 FY2833.The Laplace correction was computed from DEFLEC99 derived deflections. FY2833 FY2833.The geoid height was determined by GEOID03. FY2833 FY2833; North East Units Scale Factor Converg. FY2833;SPC NC - 288,400.249 665,582.984 MT 1.00005568 +0 21 35.7 FY2833;SPC NC - 946,193.15 2,183,666.84 sFT 1.00005568 +0 21 35.7 FY2833;UTM 17 - 4,025,752.749 735,441.104 MT 1.00028303 +1 33 20.5 FY2833 FY2833! - Elev Factor x Scale Factor = Combined Factor FY2833!SPC NC - 0.99997929 x 1.00005568 = 1.00003497 FY2833!UTM 17 - 0.99997929 x 1.00028303 = 1.00026231 FY2833 FY2833: Primary Azimuth Mark Grid Az FY2833:SPC NC - DAS=V 6 082 33 18.3 FY2833:UTM 17 - DAS=V 6 081 21 33.5 FY2833 FY2833|---------------------------------------------------------------------| FY2833| PID Reference Object Distance Geod. Az | FY2833| dddmmss.s | FY2833| FY0260 DAS=V 6 APPROX. 0.8 KM 0825454.0 | FY2833| FY4027 DAY RM=Y 6 10044 | FY2833|---------------------------------------------------------------------| FY2833 FY2833 SUPERSEDED SURVEY CONTROL FY2833 FY2833 NAD 27 - 36 20 52.55810(N) 078 22 36.00730(W) AD( ) 2 FY2833 FY2833.Superseded values are not recommended for survey control. FY2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2833.See file dsdata.txt to determine how the superseded data were derived. FY2833 FY2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3544125753(NAD 83) FY2833_MARKER: N = NAIL FY2833_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE FY2833_MARK LOGO: CGS FY2833 FY2833 HISTORY - Date Condition Report By FY2833 HISTORY - 1918 MONUMENTED CGS FY2833 HISTORY - 1933 SEE DESCRIPTION CGS FY2833 FY2833 STATION DESCRIPTION FY2833 FY2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY2833'ABOUT 2-1/4 MILES NORTH OF RAILWAY STATION AT HENDERSON, 1,000 FY2833'METERS (3,281 FEET) SOUTH OF MILEPOST 111 OF SEABOARD AIR LINE FY2833'RAILWAY, 290 METERS (951 FEET) SOUTH OF ROAD CROSSING, ABOUT 170 FY2833'METERS (558 FEET) NORTH OF WHISTLE POST, AT BOTTOM OF CUT, AND FY2833'2.71 METERS (8.9 FEET) EAST OF EAST RAIL. FY2833'SURFACE MARK WAS NAIL IN CONCRETE. IT WAS NOT RECOVERED IN 1933. FY2833'UNDERGROUND MARK IS RAILROAD SPIKE IN CONCRETE. IT WAS FY2833'RECOVERED IN 1933 ABOUT 2 FEET BELOW SURFACE OF GROUND. FY2833' FY2833'REFERENCE MARK IS NAIL IN FY2833'CONCRETE INSTEAD OF STANDARD REFERENCE DISK IN CONCRETE. FY2833'AS REPORTED IN 1918. IT IS ON TOP OF CUT, ABOUT 10 FY2833'METERS (33 FEET) EAST OF TRACK, AND 22.26 METERS (73.03 FEET) FY2833'FROM STATION S 79 DEG 15 MIN E. FY2833' FY2833'STATION DAZ (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY2833'IS VISIBLE FROM GROUND S 83 DEG 36 MIN W. FY2833' FY2833'STATION DAS (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY2833'IS VISIBLE FROM GROUND N 82 DEG 55 MIN E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0252 *********************************************************************** FY0252 DESIGNATION - DAYA=F 7 FY0252 PID - FY0252 FY0252 STATE/COUNTY- NC/VANCE FY0252 USGS QUAD - HENDERSON (1982) FY0252 FY0252 *CURRENT SURVEY CONTROL FY0252 ___________________________________________________________________ FY0252* NAD 83(1986)- 36 19 42.83210(N) 078 23 59.07707(W) ADJUSTED FY0252* NAVD 88 - 154.412 (meters) 506.60 (feet) ADJUSTED FY0252 ___________________________________________________________________ FY0252 LAPLACE CORR- -7.00 (seconds) DEFLEC99 FY0252 GEOID HEIGHT- -32.70 (meters) GEOID03 FY0252 DYNAMIC HT - 154.285 (meters) 506.18 (feet) COMP FY0252 MODELED GRAV- 979,804.5 (mgal) NAVD 88 FY0252 FY0252 HORZ ORDER - SECOND FY0252 VERT ORDER - FIRST CLASS II FY0252 FY0252.The North Carolina HARNS have been completed but, FY0252.due to contractual restrictions, coordinates for these stations FY0252.will NOT be published in the near future. In the interim, the FY0252.published coordinates in North Carolina will not be FY0252.consistent with the Continuously Operating Reference Stations FY0252.(CORS). The HARN coordinates for these stations are available FY0252.upon request. Contact Gary Thompson(919-733-3836). FY0252. FY0252.In addition, the published North Carolina positions FY0252.(NAD 83 (1986)) are NOT consistent with those determined in FY0252.adjacent state readjustments. The discontinuity between stations FY0252.located in North Carolina and those in adjacent states FY0252.which have been adjusted to the HARN may be as much as 5 FY0252.decimeters. This will result in a significant loss of accuracy FY0252.over lines crossing such state borders. FY0252 FY0252 FY0252.The horizontal coordinates were established by classical geodetic methods FY0252.and adjusted by the National Geodetic Survey in July 1986. FY0252 FY0252.The orthometric height was determined by differential leveling FY0252.and adjusted by the National Geodetic Survey in June 1991. FY0252 FY0252.The Laplace correction was computed from DEFLEC99 derived deflections. FY0252 FY0252.The geoid height was determined by GEOID03. FY0252 FY0252.The dynamic height is computed by dividing the NAVD 88 FY0252.geopotential number by the normal gravity value computed on the FY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0252.degrees latitude (g = 980.6199 gals.). FY0252 FY0252.The modeled gravity was interpolated from observed gravity values. FY0252 FY0252; North East Units Scale Factor Converg. FY0252;SPC NC - 286,221.881 663,499.481 MT 1.00004921 +0 20 47.2 FY0252;SPC NC - 939,046.29 2,176,831.21 sFT 1.00004921 +0 20 47.2 FY0252;UTM 17 - 4,023,530.895 733,403.034 MT 1.00027126 +1 32 28.1 FY0252 FY0252! - Elev Factor x Scale Factor = Combined Factor FY0252!SPC NC - 0.99998090 x 1.00004921 = 1.00003011 FY0252!UTM 17 - 0.99998090 x 1.00027126 = 1.00025215 FY0252 FY0252: Primary Azimuth Mark Grid Az FY0252:SPC NC - HENDERSON 230 08 29.1 FY0252:UTM 17 - HENDERSON 228 56 48.2 FY0252 FY0252|---------------------------------------------------------------------| FY0252| PID Reference Object Distance Geod. Az | FY0252| dddmmss.s | FY0252| FY2832 DARE RESET 443.111 METERS 0395847.6 | FY0252| FY2826 ROCK 369.657 METERS 04314 | FY0252| FY0249 HENDERSON APPROX. 0.6 KM 2302916.3 | FY0252| FY4028 DAYA RM 26954 | FY0252|---------------------------------------------------------------------| FY0252 FY0252 SUPERSEDED SURVEY CONTROL FY0252 FY0252 NAD 27 - 36 19 42.30694(N) 078 24 00.08586(W) AD( ) 2 FY0252 NGVD 29 (03/05/92) 154.698 (m) 507.54 (f) ADJUSTED 1 2 FY0252 FY0252.Superseded values are not recommended for survey control. FY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0252.See file dsdata.txt to determine how the superseded data were derived. FY0252 FY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3340323531(NAD 83) FY0252_MARKER: DS = TRIANGULATION STATION DISK FY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0252_STAMPING: EL 507.466 FT F 7 DAYA 1918 FY0252_MARK LOGO: CGS FY0252_PROJECTION: RECESSED 20 CENTIMETERS FY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0252+STABILITY: SURFACE MOTION FY0252 FY0252 HISTORY - Date Condition Report By FY0252 HISTORY - 1918 MONUMENTED CGS FY0252 HISTORY - 1933 GOOD CGS FY0252 HISTORY - 1960 GOOD CGS FY0252 HISTORY - 1960 GOOD CGS FY0252 HISTORY - 1969 GOOD NCGS FY0252 HISTORY - 1977 GOOD NCGS FY0252 HISTORY - 1977 GOOD NCGS FY0252 FY0252 STATION DESCRIPTION FY0252 FY0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0252'ABOUT 300 METERS (984 FEET) NORTH OF RAILWAY STATION AT FY0252'HENDERSON, ON PROLONGATION OF SOUTHWARD TANGENT TO WEST RAIL, FY0252'65 METERS (213 FEET) SOUTH OF LARGE SWITCH TARGET, 33 METERS FY0252'(108 FEET) NORTH OF OLD BUILDING WITH CUPOLA (USED AS TOBACCO FY0252'WAREHOUSE), 2.23 METERS (7.3 FEET) EAST OF EAST RAIL OF MAIN FY0252'TRACK, AND DIRECTLY ACROSS FROM SECTION HOUSE. FY0252'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0252'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0252' FY0252'REFERENCE MARK IS STANDARD REFERENCE DISK FY0252'IN NORTH FACE OF STONE FOUNDATION OF ABOVE- FY0252'MENTIONED WAREHOUSE, 5 METERS (16 FEET) FROM EAST END, 2 FY0252'METERS (7 FEET) FROM GROUND, AND 35.62 METERS (116.9 FEET) FY0252'FROM STATION S 89 DEG 54 MIN W. FY0252' FY0252'STATION HENDERSON (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0252'THEREOF) IS VISIBLE FROM GROUND S 50 DEG 29 MIN W. FY0252 FY0252 STATION RECOVERY (1960) FY0252 FY0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NVC) FY0252'STATION MARK IN GOOD CONDITION. REFERENCE MARKER APPARENTLY FY0252'LOST. FY0252 FY0252 STATION RECOVERY (1960) FY0252 FY0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 FY0252'AT HENDERSON. FY0252'AT HENDERSON, VANCE COUNTY, 0.2 MILE NORTH OF THE SEABOARD AIR FY0252'LINE RAILWAY STATION AT A CURVE, ON THE PROLONGATION OF THE FY0252'WEST RAIL OF THE SOUTH TANGENT, 125 YARDS SOUTH OF THE ANDREWS FY0252'AVENUE CROSSING, ABOUT 70 YARDS SOUTH OF A SWITCH STAND, DIRECTLY FY0252'OPPOSITE A SECTION HOUSE, AND ABOUT 7 FEET EAST OF THE EAST RAIL FY0252'OF THE MAIN TRACK. FY0252'A STANDARD TRIANGULATION-STATION DISK, FY0252'STAMPED---EL 507.466 FT F 7 DAYA 1918---, FY0252'AND SET IN THE TOP OF A CONCRETE POST FY0252'PROJECTING ABOUT 3 INCHES ABOVE GROUND. FY0252 FY0252 STATION RECOVERY (1969) FY0252 FY0252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY0252'DAYA 1918-1933 GOOD FY0252 FY0252 STATION RECOVERY (1977) FY0252 FY0252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY0252'STATION IS LOCATED APPROXIMATELY 0.2 MILE NORTH OF THE SEABOARD COAST FY0252'LINE RAILROAD STATION AT A CURVE, AND ON THE PROLONGATION OF THE WEST FY0252'RAIL OF SOUTH TANGENT, 125 YARDS SOUTHWEST OF NC 39 ANDREWS AVENUE FY0252'CROSSING, 7.7 FT. SOUTHEAST OF EAST RAIL, 62.1 FT. SOUTH OF 36 INCH FY0252'ASH WITH ALUMINUM REF. TAG, 69.4 FT. WEST SOUTHWEST OF TELEPHONE POLE FY0252'NUMBER 3J WITH ALUMINUM REF. TAG, 57.2 FT. NORTHEAST OF TELEPHONE POLE FY0252'WITH ALUMINUM REF. TAG ON EAST SIDE OF TRACKS, 47.6 FT. SOUTHEAST OF FY0252'TELEPHONE POLE WITH ALUMINUM REF. TAG ON WEST SIDE OF TRACKS, 63.6 FY0252'FT. SOUTH SOUTHWEST OF TOP OF STEEL SIDE SWITCH AND 229.3 FT. FY0252'SOUTHWEST OF SOUTH SIDE OF CONCRETE BASE FOR RAILROAD SWITCH BOX. FY0252 FY0252 STATION RECOVERY (1977) FY0252 FY0252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY0252'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY0252'DESCRIPTION FOLLOWS. FY0252' FY0252'THE STATION IS LOCATED IN HENDERSON AND APPROXIMATELY 0.2 MILES NORTH FY0252'OF THE SEABOARD COAST LINE RAILROAD STATION AT THE CURVE AND ON THE FY0252'PROLONGATION OF THE WEST RAIL OF SOUTH TANGENT, 125 YARDS SOUTHWEST OF FY0252'NC 39 (ANDREWS AVENUE) CROSSING. FY0252' FY0252'STATION MARK IS A STANDARD DISK FY0252'STAMPED---F 7 DAYA 1918 EL 507.466 FT---, FY0252'SET IN THE TOP OF A CONCRETE MONUMENT, WHICH IS 8 INCHES BELOW THE FY0252'GROUND SURFACE. THE MARK IS 7.7 FEET SOUTHEAST OF THE EAST RAIL, FY0252'62.1 FEET SOUTH OF A 36 INCH ASH WITH REFERENCE TAG, 69.4 FEET FY0252'WEST-SOUTHWEST OF A TELEPHONE POLE 3J WITH REFERENCE TAG, 57.2 FEET FY0252'NORTHEAST OF A TELEPHONE POLE ON EAST SIDE OF TRACKS WITH REFERENCE FY0252'TAG, 47.6 FEET SOUTHEAST OF TELEPHONE POLE ON WEST SIDE OF TRACKS WITH FY0252'REFERENCE TAG, 63.6 FEET SOUTH-SOUTHWEST OF TOP OF STEEL SIDE SWITCH FY0252'AND 229.3 FEET SOUTHWEST OF SOUTH SIDE OF CONCRETE BASE FOR RAILROAD FY0252'SWITCH BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2834 *********************************************************************** FY2834 DESIGNATION - DAZ ECC FY2834 PID - FY2834 FY2834 STATE/COUNTY- NC/VANCE FY2834 USGS QUAD - HENDERSON (1982) FY2834 FY2834 *CURRENT SURVEY CONTROL FY2834 ___________________________________________________________________ FY2834* NAD 83(1986)- 36 20 51.22435(N) 078 22 58.70534(W) ADJUSTED FY2834* NAVD 88 - 154. (meters) 505. (feet) SCALED FY2834 ___________________________________________________________________ FY2834 LAPLACE CORR- -6.65 (seconds) DEFLEC99 FY2834 GEOID HEIGHT- -32.73 (meters) GEOID03 FY2834 FY2834 HORZ ORDER - SECOND FY2834 FY2834.The North Carolina HARNS have been completed but, FY2834.due to contractual restrictions, coordinates for these stations FY2834.will NOT be published in the near future. In the interim, the FY2834.published coordinates in North Carolina will not be FY2834.consistent with the Continuously Operating Reference Stations FY2834.(CORS). The HARN coordinates for these stations are available FY2834.upon request. Contact Gary Thompson(919-733-3836). FY2834. FY2834.In addition, the published North Carolina positions FY2834.(NAD 83 (1986)) are NOT consistent with those determined in FY2834.adjacent state readjustments. The discontinuity between stations FY2834.located in North Carolina and those in adjacent states FY2834.which have been adjusted to the HARN may be as much as 5 FY2834.decimeters. This will result in a significant loss of accuracy FY2834.over lines crossing such state borders. FY2834 FY2834 FY2834.The horizontal coordinates were established by classical geodetic methods FY2834.and adjusted by the National Geodetic Survey in July 1986. FY2834 FY2834.The orthometric height was scaled from a topographic map. FY2834 FY2834.The Laplace correction was computed from DEFLEC99 derived deflections. FY2834 FY2834.The geoid height was determined by GEOID03. FY2834 FY2834; North East Units Scale Factor Converg. FY2834;SPC NC - 288,339.284 664,992.164 MT 1.00005551 +0 21 22.1 FY2834;SPC NC - 945,993.13 2,181,728.46 sFT 1.00005551 +0 21 22.1 FY2834;UTM 17 - 4,025,679.451 734,851.551 MT 1.00027961 +1 33 06.4 FY2834 FY2834! - Elev Factor x Scale Factor = Combined Factor FY2834!SPC NC - 0.99998101 x 1.00005551 = 1.00003652 FY2834!UTM 17 - 0.99998101 x 1.00027961 = 1.00026062 FY2834 FY2834: Primary Azimuth Mark Grid Az FY2834:SPC NC - DAZ ECC RM 1 255 56 26.3 FY2834:UTM 17 - DAZ ECC RM 1 254 44 42.0 FY2834 FY2834|---------------------------------------------------------------------| FY2834| PID Reference Object Distance Geod. Az | FY2834| dddmmss.s | FY2834| FY2835 HENDERSON AMER AGRI CHEM CO TK 402.366 METERS 0602416.5 | FY2834| FY4030 DAZ RM=A 7 41.941 METERS 19227 | FY2834| FY2837 HENDERSON COTTON MILLS TANK APPROX. 1.4 KM 2162857.7 | FY2834| FY2836 HENDERSON CHURCH SPIRE APPROX. 2.7 KM 2174258.7 | FY2834| FY0257 DAZ=Z 6 15.206 METERS 22659 | FY2834| FY4029 DAZ ECC RM 1 2561748.4 | FY2834|---------------------------------------------------------------------| FY2834 FY2834 SUPERSEDED SURVEY CONTROL FY2834 FY2834 NAD 27 - 36 20 50.70033(N) 078 22 59.71409(W) AD( ) 2 FY2834 FY2834.Superseded values are not recommended for survey control. FY2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2834.See file dsdata.txt to determine how the superseded data were derived. FY2834 FY2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3485225679(NAD 83) FY2834_MARKER: DS = TRIANGULATION STATION DISK FY2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2834_MARK LOGO: CGS FY2834 FY2834 HISTORY - Date Condition Report By FY2834 HISTORY - 1933 MONUMENTED CGS FY2834 FY2834 STATION DESCRIPTION FY2834 FY2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FY2834'STATION IS 1-3/4 MILES NORTHEAST OF HENDERSON ON PROPERTY OF FY2834'AMERICAN AGRICULTURAL CHEMICAL CO. TO REACH FROM HENDERSON, GO FY2834'NORTH 1.35 MILES ON U.S. ROUTE 1 BEYOND CITY LIMITS TO FY2834'POINT WHERE HIGHWAY PAVEMENT CHANGES FROM ASPHALT TO CONCRETE, FY2834'TAKE RIGHT DIRT FORK AT ARROWS AFTON 11 MILES-BROOKSTON 3 MILES, FY2834'PROCEED 100 FEET, TURN RIGHT, CONTINUE 200 FEET, AND TAKE FY2834'RIGHT FORK AT GATE OF AMERICAN AGRICULTURAL CHEMICAL CO. FY2834'CONTINUE ABOUT 100 YARDS, CROSS SEABOARD AIR LINE RAILWAY TRACKS, FY2834'TURN RIGHT, AND FOLLOW ALONG SOUTH SIDE OF TRACKS 0.2 MILE TO FY2834'FIRST HOUSE AND STATION SITE. STATION IS 47.8 FEET NORTH OF FY2834'NORTH RAIL OF MAIN TRACK, 18 FEET NORTH OF LINE OF TELEGRAPH FY2834'POLES, 15.4 FEET SOUTHEAST OF SMALL SWEETGUM TREE, AND 28 FY2834'PACES NORTHEAST OF 15-INCH GUM TREE. FY2834'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN FY2834'CONCRETE. FY2834' FY2834'REFERENCE MARK NO. 1 IS A STANDARD FY2834'REFERENCE DISK IN TOP OF HEADWALL, 1 FOOT NORTHEAST OF THE FY2834'SOUTHEAST CORNER OF CULVERT ON ROUTE 1, 6 PACES EAST OF CENTER FY2834'LINE OF HIGHWAY, 80 PACES NORTH OF SHELL SERVICE STATION, 3 FY2834'FEET WEST OF WEST FENCE LINE OF PASTURE, AND FY2834'APPROXIMATELY 0.2 MILE FROM STATION S 76 DEG 18 MIN W. FY2834' FY2834'STATION DAZ (SEE DESCRIPTION THEREOF) IS 15.21 METERS FY2834'(49.9 FEET) FROM STATION S 47 DEG 00 MIN W. FY2834' FY2834'REFERENCE MARK OF STATION DAZ IS STANDARD REFERENCE FY2834'DISK IN WEST FACE OF NORTHEAST BRICK PILLAR UNDER FY2834'SMALL WHITE HOUSE, AND 137.6 FEET FROM STATION S 12 DEG 27 MIN W. FY2834' FY2834'AZIMUTH FROM STATION TO AMERICAN AGRICULTURAL CO. FY2834'WATER TANK, BALL ON TOP, IS N 60 DEG 24 MIN E. AND TO FY2834'HENDERSON COTTON MILLS ALUMINUM WATER TANK. S 36 DEG 29 MIN W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0257 *********************************************************************** FY0257 DESIGNATION - DAZ=Z 6 FY0257 PID - FY0257 FY0257 STATE/COUNTY- NC/VANCE FY0257 USGS QUAD - HENDERSON (1982) FY0257 FY0257 *CURRENT SURVEY CONTROL FY0257 ___________________________________________________________________ FY0257* NAD 83(1986)- 36 20 50.88783(N) 078 22 59.15127(W) ADJUSTED FY0257* NAVD 88 - 154.517 (meters) 506.94 (feet) POSTED FY0257 ___________________________________________________________________ FY0257 LAPLACE CORR- -6.65 (seconds) DEFLEC99 FY0257 GEOID HEIGHT- -32.73 (meters) GEOID03 FY0257 DYNAMIC HT - 154.390 (meters) 506.53 (feet) COMP FY0257 MODELED GRAV- 979,804.0 (mgal) NAVD 88 FY0257 FY0257 HORZ ORDER - SECOND FY0257 VERT ORDER - * POSTED, Code B , SEE BELOW FY0257 FY0257.The North Carolina HARNS have been completed but, FY0257.due to contractual restrictions, coordinates for these stations FY0257.will NOT be published in the near future. In the interim, the FY0257.published coordinates in North Carolina will not be FY0257.consistent with the Continuously Operating Reference Stations FY0257.(CORS). The HARN coordinates for these stations are available FY0257.upon request. Contact Gary Thompson(919-733-3836). FY0257. FY0257.In addition, the published North Carolina positions FY0257.(NAD 83 (1986)) are NOT consistent with those determined in FY0257.adjacent state readjustments. The discontinuity between stations FY0257.located in North Carolina and those in adjacent states FY0257.which have been adjusted to the HARN may be as much as 5 FY0257.decimeters. This will result in a significant loss of accuracy FY0257.over lines crossing such state borders. FY0257 FY0257 FY0257.The horizontal coordinates were established by classical geodetic methods FY0257.and adjusted by the National Geodetic Survey in July 1986. FY0257 FY0257.The orthometric height was determined by differential leveling FY0257.and adjusted by the National Geodetic Survey in 1992. FY0257.* This is a POSTED BENCH MARK height. Code B indicates a distribution FY0257.rate of 1.1 thru 2.0 mm/km. FY0257 FY0257.The Laplace correction was computed from DEFLEC99 derived deflections. FY0257 FY0257.The geoid height was determined by GEOID03. FY0257 FY0257.The dynamic height is computed by dividing the NAVD 88 FY0257.geopotential number by the normal gravity value computed on the FY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0257.degrees latitude (g = 980.6199 gals.). FY0257 FY0257.The modeled gravity was interpolated from observed gravity values. FY0257 FY0257; North East Units Scale Factor Converg. FY0257;SPC NC - 288,328.842 664,981.109 MT 1.00005548 +0 21 21.8 FY0257;SPC NC - 945,958.88 2,181,692.19 sFT 1.00005548 +0 21 21.8 FY0257;UTM 17 - 4,025,668.778 734,840.714 MT 1.00027955 +1 33 06.1 FY0257 FY0257! - Elev Factor x Scale Factor = Combined Factor FY0257!SPC NC - 0.99998089 x 1.00005548 = 1.00003637 FY0257!UTM 17 - 0.99998089 x 1.00027955 = 1.00026043 FY0257 FY0257: Primary Azimuth Mark Grid Az FY0257:SPC NC - DAY 083 14 02.1 FY0257:UTM 17 - DAY 082 02 17.8 FY0257 FY0257|---------------------------------------------------------------------| FY0257| PID Reference Object Distance Geod. Az | FY0257| dddmmss.s | FY0257| FY2833 DAY APPROX. 0.6 KM 0833523.9 | FY0257| FY4030 DAZ RM=A 7 17631 | FY0257|---------------------------------------------------------------------| FY0257 FY0257 SUPERSEDED SURVEY CONTROL FY0257 FY0257 NAD 27 - 36 20 50.36373(N) 078 23 00.16012(W) AD( ) 2 FY0257 NGVD 29 (??/??/92) 154.798 (m) 507.87 (f) ADJ UNCH 1 2 FY0257 FY0257.Superseded values are not recommended for survey control. FY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0257.See file dsdata.txt to determine how the superseded data were derived. FY0257 FY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3484125669(NAD 83) FY0257_MARKER: DS = TRIANGULATION STATION DISK FY0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0257_STAMPING: Z 6 DAZ 1918 FY0257_MARK LOGO: CGS FY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0257+STABILITY: SURFACE MOTION FY0257 FY0257 HISTORY - Date Condition Report By FY0257 HISTORY - 1918 MONUMENTED CGS FY0257 HISTORY - 1933 GOOD CGS FY0257 HISTORY - 1935 SEE DESCRIPTION CGS FY0257 HISTORY - 1941 MARK NOT FOUND CGS FY0257 FY0257 STATION DESCRIPTION FY0257 FY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0257'ABOUT 1-3/4 MILES NORTH OF RAILWAY STATION AT HENDERSON, 35 METERS FY0257'(115 FEET) SOUTH OF MILEPOST 112 OF SEABOARD AIR LINE RAILWAY, FY0257'ON PROLONGATION OF TANGENT TO LEFT RAIL TOWARDS NORTH, 7.06 METERS FY0257'(23.2 FEET) WEST OF WEST RAIL, ACROSS DITCH FROM TRACK, 10 METERS FY0257'(33 FEET) NORTH OF SMALL HOUSE ON OPPOSITE SIDE OF TRACK, AND FY0257'DIRECTLY IN LINE WITH SAME HOUSE AND LARGER HOUSE ON SAME SIDE FY0257'OF TRACK ABOUT 200 METERS (656 FEET) DISTANT. FY0257'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0257'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0257' FY0257'REFERENCE MARK IS STANDARD REFERENCE DISK IN WEST FACE OF NE BRICK FY0257'PIER UNDER THE HOUSE OF L. KITTRELLS, AND 30.88 METERS FY0257'(101.3 FEET) FROM STATION S 3 DEG 29 MIN E. FY0257' FY0257'STATION DAZ ECCENTRIC (SEE DESCRIPTION THEREOF) IS 15.21 METERS FY0257'(49.9 FEET) FROM STATION N 47 DEG 00 MIN E. FY0257' FY0257'STATION DEB (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY0257'IS VISIBLE FROM GROUND S 53 DEG 47 MIN W. FY0257' FY0257'STATION DAY (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0257'THEREOF) IS VISIBLE FROM GROUND N 83 DEG 35 MIN E. FY0257 FY0257 STATION RECOVERY (1935) FY0257 FY0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 FY0257'INFORMATION FROM TELEGRAM 8/6/35. SEABOARD AIRLINE FY0257'RAILWAY--MARK LOCATED ABOUT 100 FEET S OF MILEPOST 112 AND FY0257'ABOUT 30 FEET W OF MAIN LINE. THE MARK IS IN THE PATH OF FY0257'CONSTRUCTION WORK. FY0257' FY0257'PERMISSION GIVEN TO MOVE THE MARK. FY0257' FY0257'MARK RECEIVED IN THE WASHINGTON OFFICE 10/13/35. FY0257 FY0257 STATION RECOVERY (1941) FY0257 FY0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 FY0257'2 MI NE FROM HENDERSON. FY0257'NOT RECOVERED 1941. ORIGINAL DESCRIPTION-- 2 MILES NORTHEAST FY0257'ALONG THE SEABOARD AIR LINE RAILWAY FROM THE STATION AT FY0257'HENDERSON, VANCE COUNTY, 40 YARDS SOUTH OF MILEPOST 112, AT A FY0257'CURVE, ON THE PROLONGATION OF THE WEST RAIL OF THE SOUTH TANGENT, FY0257'10 YARDS NORTH OF A SMALL HOUSE EAST OF THE TRACK, AND ABOUT FY0257'23 FEET WEST OF THE WEST RAIL. FY0257'A STANDARD TRIANGULATION-STATION DISK, FY0257'STAMPED---Z 6 DAZ 1918---, AND SET IN THE TOP OF A CONCRETE FY0257'POST. FY0257'NOTE-- IN 1933 A STANDARD TRIANGULATION-STATION DISK, FY0257'STAMPED---ECC DAZ 1933---, AND SET IN THE TOP OF A CONCRETE POST, FY0257'WAS ESTABLISHED 50 FEET NORTHEAST OF THE ABOVE-DESCRIBED MARK. FY0257'IN 1935, THIS MARK WAS CONFUSED WITH THE ABOVE-DESCRIBED MARK, FY0257'AND WAS ERRONEOUSLY MARKED EL 507.798 FT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4445 *********************************************************************** FY4445 DESIGNATION - DEAD END FY4445 PID - FY4445 FY4445 STATE/COUNTY- NC/VANCE FY4445 USGS QUAD - JOHN H KERR DAM (1981) FY4445 FY4445 *CURRENT SURVEY CONTROL FY4445 ___________________________________________________________________ FY4445* NAD 83(1986)- 36 30 26.32141(N) 078 19 54.82424(W) ADJUSTED FY4445* NAVD 88 - 96.5 (meters) 317. (feet) VERTCON FY4445 ___________________________________________________________________ FY4445 LAPLACE CORR- -6.44 (seconds) DEFLEC99 FY4445 GEOID HEIGHT- -32.65 (meters) GEOID03 FY4445 FY4445 HORZ ORDER - SECOND FY4445 FY4445.The North Carolina HARNS have been completed but, FY4445.due to contractual restrictions, coordinates for these stations FY4445.will NOT be published in the near future. In the interim, the FY4445.published coordinates in North Carolina will not be FY4445.consistent with the Continuously Operating Reference Stations FY4445.(CORS). The HARN coordinates for these stations are available FY4445.upon request. Contact Gary Thompson(919-733-3836). FY4445. FY4445.In addition, the published North Carolina positions FY4445.(NAD 83 (1986)) are NOT consistent with those determined in FY4445.adjacent state readjustments. The discontinuity between stations FY4445.located in North Carolina and those in adjacent states FY4445.which have been adjusted to the HARN may be as much as 5 FY4445.decimeters. This will result in a significant loss of accuracy FY4445.over lines crossing such state borders. FY4445 FY4445 FY4445.The horizontal coordinates were established by classical geodetic methods FY4445.and adjusted by the National Geodetic Survey in July 1992. FY4445 FY4445.The NAVD 88 height was computed by applying the VERTCON shift value to FY4445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4445 FY4445.The Laplace correction was computed from DEFLEC99 derived deflections. FY4445 FY4445.The geoid height was determined by GEOID03. FY4445 FY4445; North East Units Scale Factor Converg. FY4445;SPC NC - 306,096.923 669,458.104 MT 1.00011291 +0 23 08.2 FY4445;SPC NC - 1,004,252.99 2,196,380.46 sFT 1.00011291 +0 23 08.2 FY4445;UTM 17 - 4,043,530.365 738,945.776 MT 1.00030349 +1 35 17.1 FY4445 FY4445! - Elev Factor x Scale Factor = Combined Factor FY4445!SPC NC - 0.99998997 x 1.00011291 = 1.00010288 FY4445!UTM 17 - 0.99998997 x 1.00030349 = 1.00029346 FY4445 FY4445 SUPERSEDED SURVEY CONTROL FY4445 FY4445 NGVD 29 (07/10/92) 96.8 (m) 318. (f) VERT ANG FY4445 FY4445.Superseded values are not recommended for survey control. FY4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4445.See file dsdata.txt to determine how the superseded data were derived. FY4445 FY4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3894643530(NAD 83) FY4445_MARKER: DH = HORIZONTAL CONTROL DISK FY4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4445_SP_SET: CONCRETE POST FY4445_STAMPING: DEAD END 1985 FY4445_MARK LOGO: NCGS FY4445_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4445+STABILITY: SURFACE MOTION FY4445 FY4445 HISTORY - Date Condition Report By FY4445 HISTORY - 1985 MONUMENTED NCGS FY4445 FY4445 STATION DESCRIPTION FY4445 FY4445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4445'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH-NORTHWEST OF DREWRY, FY4445'AND 20.6 KM (12.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4445'TO REACH THE STATION FROM THE INTERSECTION OF SR 1200 (KERR DAM ROAD) FY4445'AND SR 1202, 4.8 KM (3.0 MI) NORTH OF CROSSROADS IN DREWRY, PROCEED FY4445'2.7 KM (1.70 MI) WEST ALONG SR 1202 (BECOMING SR 1362 IN VANCE COUNTY) FY4445'TO END OF ROAD AT LAKE AND STATION BETWEEN TWO BARRICADES, AND FY4445'APPROXIMATELY 150 FEET EAST OF SHORE LINE OF KERR LAKE. FY4445'STATION IS A STANDARD NCGS DISK STAMPED---DEAD END 1985---, SET INTO FY4445'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 CM FY4445'ABOVE GROUND. LOCATED 2.1 METERS (7 FT) SOUTH-SOUTHWEST FROM THE FY4445'CENTERLINE OF ROAD, 8.02 METERS (26.3 FT) EAST FROM THE NORTH POST OF FY4445'WESTMOST BARRICADE, 13.81 METERS (45.3 FT) WEST FROM THE SOUTH POST OF FY4445'EASTMOST BARRICADE,--AND 4.54 METERS (14.9 FT) NORTHEAST FROM A FY4445'12-INCH GUM AND 6.46 METERS (21.2 FT) SOUTH FROM A 5-INCH GUM--BOTH FY4445'WITH REFERENCE TAGS. FY4445'MARK IS AT ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0255 *********************************************************************** FY0255 DESIGNATION - DEB=B 7 FY0255 PID - FY0255 FY0255 STATE/COUNTY- NC/VANCE FY0255 USGS QUAD - HENDERSON (1982) FY0255 FY0255 *CURRENT SURVEY CONTROL FY0255 ___________________________________________________________________ FY0255* NAD 83(1986)- 36 20 38.25805(N) 078 23 20.47377(W) ADJUSTED FY0255* NAVD 88 - 151.527 (meters) 497.13 (feet) ADJUSTED FY0255 ___________________________________________________________________ FY0255 LAPLACE CORR- -6.74 (seconds) DEFLEC99 FY0255 GEOID HEIGHT- -32.71 (meters) GEOID03 FY0255 DYNAMIC HT - 151.402 (meters) 496.72 (feet) COMP FY0255 MODELED GRAV- 979,804.4 (mgal) NAVD 88 FY0255 FY0255 HORZ ORDER - SECOND FY0255 VERT ORDER - FIRST CLASS II FY0255 FY0255.The North Carolina HARNS have been completed but, FY0255.due to contractual restrictions, coordinates for these stations FY0255.will NOT be published in the near future. In the interim, the FY0255.published coordinates in North Carolina will not be FY0255.consistent with the Continuously Operating Reference Stations FY0255.(CORS). The HARN coordinates for these stations are available FY0255.upon request. Contact Gary Thompson(919-733-3836). FY0255. FY0255.In addition, the published North Carolina positions FY0255.(NAD 83 (1986)) are NOT consistent with those determined in FY0255.adjacent state readjustments. The discontinuity between stations FY0255.located in North Carolina and those in adjacent states FY0255.which have been adjusted to the HARN may be as much as 5 FY0255.decimeters. This will result in a significant loss of accuracy FY0255.over lines crossing such state borders. FY0255 FY0255 FY0255.The horizontal coordinates were established by classical geodetic methods FY0255.and adjusted by the National Geodetic Survey in July 1986. FY0255 FY0255.The orthometric height was determined by differential leveling FY0255.and adjusted by the National Geodetic Survey in June 1991. FY0255 FY0255.The Laplace correction was computed from DEFLEC99 derived deflections. FY0255 FY0255.The geoid height was determined by GEOID03. FY0255 FY0255.The dynamic height is computed by dividing the NAVD 88 FY0255.geopotential number by the normal gravity value computed on the FY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0255.degrees latitude (g = 980.6199 gals.). FY0255 FY0255.The modeled gravity was interpolated from observed gravity values. FY0255 FY0255; North East Units Scale Factor Converg. FY0255;SPC NC - 287,936.243 664,451.806 MT 1.00005431 +0 21 09.5 FY0255;SPC NC - 944,670.82 2,179,955.63 sFT 1.00005431 +0 21 09.5 FY0255;UTM 17 - 4,025,265.131 734,319.602 MT 1.00027654 +1 32 53.0 FY0255 FY0255! - Elev Factor x Scale Factor = Combined Factor FY0255!SPC NC - 0.99998135 x 1.00005431 = 1.00003566 FY0255!UTM 17 - 0.99998135 x 1.00027654 = 1.00025789 FY0255 FY0255: Primary Azimuth Mark Grid Az FY0255:SPC NC - HARRIET 205 14 20.6 FY0255:UTM 17 - HARRIET 204 02 37.1 FY0255 FY0255|---------------------------------------------------------------------| FY0255| PID Reference Object Distance Geod. Az | FY0255| dddmmss.s | FY0255| FY2825 OLD 205.292 METERS 03917 | FY0255| FY4031 DEB RM=C 7 14453 | FY0255| FY2810 HARRIET APPROX. 0.6 KM 2053530.1 | FY0255|---------------------------------------------------------------------| FY0255 FY0255 SUPERSEDED SURVEY CONTROL FY0255 FY0255 NAD 27 - 36 20 37.73435(N) 078 23 21.48177(W) AD( ) 2 FY0255 NGVD 29 (??/??/92) 151.809 (m) 498.06 (f) ADJ UNCH 1 2 FY0255 FY0255.Superseded values are not recommended for survey control. FY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0255.See file dsdata.txt to determine how the superseded data were derived. FY0255 FY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3432025265(NAD 83) FY0255_MARKER: DS = TRIANGULATION STATION DISK FY0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0255_STAMPING: EL 497.988 FT. B 7 DEB 1918 FY0255_MARK LOGO: CGS FY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0255+STABILITY: SURFACE MOTION FY0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY0255+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005 FY0255 FY0255 HISTORY - Date Condition Report By FY0255 HISTORY - 1918 MONUMENTED CGS FY0255 HISTORY - 1933 GOOD CGS FY0255 HISTORY - 1941 GOOD CGS FY0255 HISTORY - 1969 GOOD NCGS FY0255 HISTORY - 1978 GOOD NGS FY0255 HISTORY - 20050918 GOOD GEOCAC FY0255 FY0255 STATION DESCRIPTION FY0255 FY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0255'ABOUT 1-1/2 MILES NORTH OF RAILWAY STATION AT HENDERSON, ON FY0255'SECOND CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF HENDERSON, ON FY0255'PROLONGATION OF TANGENT TO WEST RAIL FROM SOUTH, ABOUT 135 FY0255'YARDS NORTH OF BLOCK SIGNAL NO. 112.4, 50 YARDS NORTHEAST OF FY0255'TEXACO GAS STATION AND ROAD HOUSE ON WEST SIDE OF ROUTE 1, 43.0 FY0255'FEET EAST OF CENTER LINE OF ROUTE 1, 51 FEET NORTH OF GRADE FY0255'CROSSING, 23.5 FEET EAST OF POWER-LINE POLE NO. 1768, AT BOTTOM FY0255'OF FILL, AND 15.7 FEET (SLOPE) WEST OF WEST RAIL. FY0255'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. IT FY0255'WAS ABOUT 10 INCHES BELOW GROUND IN 1933. FY0255'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0255' FY0255'REFERENCE MARK IS STANDARD FY0255'REFERENCE DISK NEAR NORTHEAST CORNER OF WEST FACE OF NORTH FY0255'HENDERSON HIGH SCHOOL, AND 137.64 METERS (451.6 FEET) FY0255'FROM STATION S 35 DEG 08 MIN E. FY0255' FY0255'STATION DAZ (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY0255'IS VISIBLE FROM GROUND N 53 DEG 47 MIN E. FY0255 FY0255 STATION RECOVERY (1941) FY0255 FY0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 FY0255'1.5 MI NE FROM HENDERSON. FY0255'1 1/2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FY0255'FROM THE STATION AT HENDERSON, VANCE COUNTY, 135 YARDS NORTH OF FY0255'BLOCK SIGNAL 112.4, AT THE SECOND CURVE NORTH OF THE STATION, FY0255'ON THE PROLONGATION OF THE WEST RAIL OF THE SOUTH TANGENT, AT FY0255'A ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, FY0255'14.7 FEET WEST OF THE WEST RAIL, 23.5 FEET DUE EAST OF POLE FY0255'1768, 33 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT FY0255'OF U.S. HIGHWAY 1, AT THE FOOT OF A FILL, AND ABOUT 1.5 FEET FY0255'UNDER GROUND. FY0255'A STANDARD TRIANGULATION-STATION DISK, FY0255'STAMPED---EL 497.988 FT. B 7 DEB 1918---, FY0255'AND SET IN THE TOP OF A CONCRETE POST. FY0255 FY0255 STATION RECOVERY (1969) FY0255 FY0255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY0255'DEB GOOD FY0255 FY0255 STATION RECOVERY (1978) FY0255 FY0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0255'RECOVERED IN GOOD CONDITION. FY0255 FY0255 STATION RECOVERY (2005) FY0255 FY0255'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY0255'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED. THE RAIL CROSSING FY0255'IS NUMBER 630-427-R, MILEPOST 112.45. THE REFERENCE MARK WAS SEARCHED FY0255'FOR IN THE VICINITY OF 1315 WALKER STREET BUT NOT FOUND. SCHOOL FY0255'APPEARS TO HAVE BEEN DEMOLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2035 *********************************************************************** FY2035 DESIGNATION - DEC AZ MK FY2035 PID - FY2035 FY2035 STATE/COUNTY- NC/VANCE FY2035 USGS QUAD - HENDERSON (1982) FY2035 FY2035 *CURRENT SURVEY CONTROL FY2035 ___________________________________________________________________ FY2035* NAD 83(1986)- 36 16 37.64738(N) 078 24 15.89481(W) ADJUSTED FY2035* NAVD 88 - 155.861 (meters) 511.35 (feet) ADJUSTED FY2035 ___________________________________________________________________ FY2035 LAPLACE CORR- -7.20 (seconds) DEFLEC99 FY2035 GEOID HEIGHT- -32.76 (meters) GEOID03 FY2035 DYNAMIC HT - 155.732 (meters) 510.93 (feet) COMP FY2035 MODELED GRAV- 979,801.7 (mgal) NAVD 88 FY2035 FY2035 HORZ ORDER - SECOND FY2035 VERT ORDER - FIRST CLASS II FY2035 FY2035.The North Carolina HARNS have been completed but, FY2035.due to contractual restrictions, coordinates for these stations FY2035.will NOT be published in the near future. In the interim, the FY2035.published coordinates in North Carolina will not be FY2035.consistent with the Continuously Operating Reference Stations FY2035.(CORS). The HARN coordinates for these stations are available FY2035.upon request. Contact Gary Thompson(919-733-3836). FY2035. FY2035.In addition, the published North Carolina positions FY2035.(NAD 83 (1986)) are NOT consistent with those determined in FY2035.adjacent state readjustments. The discontinuity between stations FY2035.located in North Carolina and those in adjacent states FY2035.which have been adjusted to the HARN may be as much as 5 FY2035.decimeters. This will result in a significant loss of accuracy FY2035.over lines crossing such state borders. FY2035 FY2035 FY2035.The horizontal coordinates were established by classical geodetic methods FY2035.and adjusted by the National Geodetic Survey in July 1986. FY2035 FY2035.The orthometric height was determined by differential leveling FY2035.and adjusted by the National Geodetic Survey in June 1991. FY2035 FY2035.The Laplace correction was computed from DEFLEC99 derived deflections. FY2035 FY2035.The geoid height was determined by GEOID03. FY2035 FY2035.The dynamic height is computed by dividing the NAVD 88 FY2035.geopotential number by the normal gravity value computed on the FY2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2035.degrees latitude (g = 980.6199 gals.). FY2035 FY2035.The modeled gravity was interpolated from observed gravity values. FY2035 FY2035; North East Units Scale Factor Converg. FY2035;SPC NC - 280,511.181 663,114.261 MT 1.00003270 +0 20 37.5 FY2035;SPC NC - 920,310.43 2,175,567.37 sFT 1.00003270 +0 20 37.5 FY2035;UTM 17 - 4,017,812.097 733,136.805 MT 1.00026974 +1 32 11.3 FY2035 FY2035! - Elev Factor x Scale Factor = Combined Factor FY2035!SPC NC - 0.99998068 x 1.00003270 = 1.00001338 FY2035!UTM 17 - 0.99998068 x 1.00026974 = 1.00025042 FY2035 FY2035|---------------------------------------------------------------------| FY2035| PID Reference Object Distance Geod. Az | FY2035| dddmmss.s | FY2035| AB8208 DEC=P 7 RESET 349.922 METERS 01526 | FY2035| FY2809 FRIAZIER 127.124 METERS 26116 | FY2035|---------------------------------------------------------------------| FY2035 FY2035 SUPERSEDED SURVEY CONTROL FY2035 FY2035 NAD 27 - 36 16 37.11843(N) 078 24 16.90135(W) AD( ) 2 FY2035 NGVD 29 (03/05/92) 156.147 (m) 512.29 (f) ADJUSTED 1 2 FY2035 FY2035.Superseded values are not recommended for survey control. FY2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2035.See file dsdata.txt to determine how the superseded data were derived. FY2035 FY2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3313717812(NAD 83) FY2035_MARKER: DZ = AZIMUTH MARK DISK FY2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2035_SP_SET: CONCRETE POST FY2035_STAMPING: DEC AZ MARK 1933 FY2035_MARK LOGO: CGS FY2035_PROJECTION: FLUSH FY2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2035+STABILITY: SURFACE MOTION FY2035 FY2035 HISTORY - Date Condition Report By FY2035 HISTORY - 1969 MONUMENTED CGS FY2035 HISTORY - 1979 GOOD NCGS FY2035 HISTORY - 1979 GOOD NCGS FY2035 FY2035 STATION DESCRIPTION FY2035 FY2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (EM) FY2035'DEC AZ. IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2035'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2035' FY2035'DEC AZ. IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF FY2035'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2035'U.S. 1 BUSINESS AND SR 1115, GO EAST ON SR 1115 FOR 0.1 MILE FY2035'TO STATION ON LEFT SIDE OF SR 1115 (N) AND WEST SIDE OF SEABOARD FY2035'COAST LINE RR, AND APPROXIMATELY 70 FEET NORTHWEST OF RAILROAD FY2035'CROSSING. FY2035' FY2035'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY MARK, FY2035'STAMPED---DEC AZ.---, WHICH IS FLUSH WITH THE FY2035'SURFACE OF THE GROUND. FY2035' FY2035'MARK IS FY2035' FY2035'31.5 FT W OF W RAIL OF SEABOARD COAST LINE RR FY2035' FY2035'123.6 FT N OF C/L OF SR 1115 FY2035' FY2035'39.5 FT NNE OF TP WITH ALUMINUM REF. TAG FY2035' FY2035'28.7 FT ESE OF 30 INCH OAK TREE FY2035' FY2035'74.5 FT E OF TELEPHONE SERVICE POLE, WITH ALUMINUM REF. TAG FY2035' FY2035'92.0 FT NE OF PP 40 WITH ALUMINUM REF. TAG FY2035 FY2035 STATION RECOVERY (1979) FY2035 FY2035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2035'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FY2035 FY2035 STATION RECOVERY (1979) FY2035 FY2035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2035'3.6 MI SOUTH FROM HENDERSON. FY2035'0.3 MILE NORTH ALONG U.S. 1 BUSINESS FROM U.S. 1 BYPASS BRIDGE FY2035'SOUTH OF HENDERSON, THENCE 0.1 MILE EAST ALONG SR 1115, ON NORTH FY2035'SIDE OF RAILROAD CROSSING IN YARD OF A BRICK HOUSE, 123.6 FEET FY2035'NORTH OF CENTERLINE OF ROAD, 31.5 FEET WEST OF WEST RAIL, 39.5 FY2035'FEET NORTH OF TELEPHONE POLE WITH REFERENCE TAG, 28.7 FEET EAST FY2035'OF 30-INCH OAK, 74.5 FEET EAST OF POWER SERVICE POLE WITH FY2035'REFERENCE TAG AND 92.0 FEET NORTHEAST OF POWER POLE WITH REFERENCE FY2035'TAG. FY2035'THE MARK IS ABOVE LEVEL WITH GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AB8208 *********************************************************************** AB8208 DESIGNATION - DEC=P 7 RESET AB8208 PID - AB8208 AB8208 STATE/COUNTY- NC/VANCE AB8208 USGS QUAD - HENDERSON (1982) AB8208 AB8208 *CURRENT SURVEY CONTROL AB8208 ___________________________________________________________________ AB8208* NAD 83(1986)- 36 16 48.59075(N) 078 24 12.16466(W) ADJUSTED AB8208* NAVD 88 - 156. (meters) 512. (feet) SCALED AB8208 ___________________________________________________________________ AB8208 LAPLACE CORR- -7.20 (seconds) DEFLEC99 AB8208 GEOID HEIGHT- -32.76 (meters) GEOID03 AB8208 AB8208 HORZ ORDER - SECOND AB8208 AB8208.The North Carolina HARNS have been completed but, AB8208.due to contractual restrictions, coordinates for these stations AB8208.will NOT be published in the near future. In the interim, the AB8208.published coordinates in North Carolina will not be AB8208.consistent with the Continuously Operating Reference Stations AB8208.(CORS). The HARN coordinates for these stations are available AB8208.upon request. Contact Gary Thompson(919-733-3836). AB8208. AB8208.In addition, the published North Carolina positions AB8208.(NAD 83 (1986)) are NOT consistent with those determined in AB8208.adjacent state readjustments. The discontinuity between stations AB8208.located in North Carolina and those in adjacent states AB8208.which have been adjusted to the HARN may be as much as 5 AB8208.decimeters. This will result in a significant loss of accuracy AB8208.over lines crossing such state borders. AB8208 AB8208 AB8208.The horizontal coordinates were established by classical geodetic methods AB8208.and adjusted by the National Geodetic Survey in July 1986. AB8208 AB8208.The orthometric height was scaled from a topographic map. AB8208 AB8208.The Laplace correction was computed from DEFLEC99 derived deflections. AB8208 AB8208.The geoid height was determined by GEOID03. AB8208 AB8208; North East Units Scale Factor Converg. AB8208;SPC NC - 280,849.057 663,205.331 MT 1.00003365 +0 20 39.7 AB8208;SPC NC - 921,418.95 2,175,866.16 sFT 1.00003365 +0 20 39.7 AB8208;UTM 17 - 4,018,151.876 733,220.841 MT 1.00027022 +1 32 13.9 AB8208 AB8208! - Elev Factor x Scale Factor = Combined Factor AB8208!SPC NC - 0.99998070 x 1.00003365 = 1.00001435 AB8208!UTM 17 - 0.99998070 x 1.00027022 = 1.00025092 AB8208 AB8208: Primary Azimuth Mark Grid Az AB8208:SPC NC - HENDERSON ROSES WAREHOUSE 006 09 18.9 AB8208:UTM 17 - HENDERSON ROSES WAREHOUSE 004 57 44.7 AB8208 AB8208|---------------------------------------------------------------------| AB8208| PID Reference Object Distance Geod. Az | AB8208| dddmmss.s | AB8208| FY4077 HENDERSON ROSES WAREHOUSE 0062958.6 | AB8208| FY4032 DEC RM=Q 7 15810 | AB8208| FY4034 DEC RM 3 84.162 METERS 17627 | AB8208| FY2035 DEC AZ MK 349.922 METERS 19526 | AB8208| FY4033 DEC RM 4 25.070 METERS 25822 | AB8208|---------------------------------------------------------------------| AB8208 AB8208 SUPERSEDED SURVEY CONTROL AB8208 AB8208.No superseded survey control is available for this station. AB8208 AB8208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3322118152(NAD 83) AB8208_MARKER: DS = TRIANGULATION STATION DISK AB8208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB8208_SP_SET: SET IN TOP OF CONCRETE MONUMENT AB8208_STAMPING: DEC 1918 1980 AB8208_MARK LOGO: NGS AB8208_PROJECTION: RECESSED 30 CENTIMETERS AB8208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB8208+STABILITY: SURFACE MOTION AB8208 AB8208 HISTORY - Date Condition Report By AB8208 HISTORY - 1980 MONUMENTED NGS AB8208 AB8208 STATION DESCRIPTION AB8208 AB8208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) AB8208'THE STATION SURFACE MARK WAS FOUND UPROOTED, HOWEVER THE UNDERGROUND AB8208'MARK WAS RECOVERED IN GOOD CONDITION. THE HOUSE WITH THE REFERENCE AB8208'MARK IN THE CHIMNEY HAS BEEN TORN DOWN. THE AZIMUTH MARK WAS AB8208'RECOVERED IN GOOD CONDITION. A NEW SUB-SURFACE MARK WAS SET 4.5 AB8208'FEET BELOW THE SURFACE OF THE GROUND, A NEW SURFACE MARK AND AB8208'REFERENCE MARKS THREE AND FOUR WERE ALSO SET. AB8208' AB8208'A COMPLETE NEW DESCRIPTION FOLLOWS. AB8208' AB8208'THE STATION IS ABOUT 3 MILES SOUTH OF HENDERSON, 0.35 MILE SOUTH AB8208'OF GILL SIDING, 1/4 MILE EAST OF BEARPOND AND IN A CULTIVATED FIELD AB8208'ON PROPERTY OF MR. R. H. HUFF WHO LIVES ABOUT 1/4 MILE NORTHWEST OF AB8208'THE STATION. AB8208' AB8208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AB8208'BUSINESS ROUTE AND SECONDARY ROUTE 1115 IN BEARPOND, GO EAST ON SR AB8208'1115, BEARPOND ROAD, FOR 0.1 MILE TO A RAILROAD CROSSING AND THE AB8208'AZIMUTH MARK ON THE LEFT. CROSS THE TRACKS, TURN LEFT AND GO NORTH AB8208'ON A SAND, TRACK ROAD FOR 0.25 MILE TO A SMALL, WOODEN FRAME HOUSE AB8208'AND REFERENCE MARK 3. WALK NORTH THROUGH THE CULTIVATED FIELD FOR AB8208'275 FEET TO THE STATION MARK. AB8208' AB8208'STATION MARKS ARE STANDARD DISKS STAMPED---DEC 1918 1980---THE AB8208'SURFACE DISK IS SET IN THE TOP OF A 24-INCH CYLINDRICAL CONCRETE AB8208'MONUMENT THAT IS RECESSED 12 INCHES BELOW THE GROUND SURFACE. THE AB8208'SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE. THEY ARE AB8208'148.5 FEET SOUTHEAST OF A TELEPHONE POLE WITH AN ALUMINUM REFERENCE AB8208'TAG, 109.3 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND AB8208'83.5 FEET NORTHEAST OF A TELEPHONE POLE WITH AN ALUMINUM REFERENCE AB8208'TAG. AB8208' AB8208'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---DEC 1918 NO 3 1980--- AB8208'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AB8208'FLUSH WITH THE GROUND. IT IS 152 FEET SOUTHEAST OF THE EAST RAIL AB8208'OF TRACKS, 105 FEET EAST OF A POWERLINE POLE WHERE THE POWERLINE AB8208'MAKE A 90 DEGREE TURN TO THE EAST, 42.5 FEET SOUTHWEST OF THE AB8208'NORTHWEST CORNER OF THE SMALL FRAME HOUSE AND 11.2 FEET SOUTHEAST AB8208'OF A 30-INCH HICKORY TREE WITH AN ALUMINUM REFERENCE TAG. AB8208' AB8208'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---DEC 1918 NO 4 1980--- AB8208'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AB8208'FLUSH WITH THE GROUND. IT IS 30.3 FEET EAST OF THE EAST RAIL, 3.5 AB8208'FEET SOUTH OF A METAL WITNESS POST, 2.4 FEET NORTH OF A TELEPHONE AB8208'POLE WITH AN ALUMINUM REFERENCE TAG AND ABOUT 2 FEET HIGHER THAN AB8208'THE STATION MARK. AB8208' AB8208'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---DEC AZ AB8208'MARK 1933---SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AB8208'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 123 FEET NORTH OF AB8208'THE CENTERLINE OF SR 1115, 92 FEET NORTHEAST OF A POWERLINE POLE AB8208'NUMBERED 40 WITH AN ALUMINUM REFERENCE TAG, 74.5 FEET EAST OF A AB8208'TELEPHONE POLE WITH AN ALUMINUM REFERENCE TAG, 39.5 FEET AB8208'NORTH-NORTHEAST OF A TELEPHONE POLE WITH AN ALUMINUM REFERENCE TAG, AB8208'31.5 FEET WEST OF THE WEST RAIL OF TRACKS AND 29 FEET EAST-SOUTHEAST AB8208'OF A 30-INCH OAK TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0243 *********************************************************************** FY0243 DESIGNATION - DED=R 7 FY0243 PID - FY0243 FY0243 STATE/COUNTY- NC/VANCE FY0243 USGS QUAD - HENDERSON (1982) FY0243 FY0243 *CURRENT SURVEY CONTROL FY0243 ___________________________________________________________________ FY0243* NAD 83(1986)- 36 15 37.20671(N) 078 24 33.27342(W) ADJUSTED FY0243* NAVD 88 - 145.009 (meters) 475.75 (feet) POSTED FY0243 ___________________________________________________________________ FY0243 LAPLACE CORR- -7.13 (seconds) DEFLEC99 FY0243 GEOID HEIGHT- -32.77 (meters) GEOID03 FY0243 DYNAMIC HT - 144.890 (meters) 475.36 (feet) COMP FY0243 MODELED GRAV- 979,802.2 (mgal) NAVD 88 FY0243 FY0243 HORZ ORDER - SECOND FY0243 VERT ORDER - * POSTED, Code B , SEE BELOW FY0243 FY0243.The North Carolina HARNS have been completed but, FY0243.due to contractual restrictions, coordinates for these stations FY0243.will NOT be published in the near future. In the interim, the FY0243.published coordinates in North Carolina will not be FY0243.consistent with the Continuously Operating Reference Stations FY0243.(CORS). The HARN coordinates for these stations are available FY0243.upon request. Contact Gary Thompson(919-733-3836). FY0243. FY0243.In addition, the published North Carolina positions FY0243.(NAD 83 (1986)) are NOT consistent with those determined in FY0243.adjacent state readjustments. The discontinuity between stations FY0243.located in North Carolina and those in adjacent states FY0243.which have been adjusted to the HARN may be as much as 5 FY0243.decimeters. This will result in a significant loss of accuracy FY0243.over lines crossing such state borders. FY0243 FY0243 FY0243.The horizontal coordinates were established by classical geodetic methods FY0243.and adjusted by the National Geodetic Survey in July 1986. FY0243 FY0243.The orthometric height was determined by differential leveling FY0243.and adjusted by the National Geodetic Survey in 1992. FY0243.* This is a POSTED BENCH MARK height. Code B indicates a distribution FY0243.rate of 1.1 thru 2.0 mm/km. FY0243 FY0243.The Laplace correction was computed from DEFLEC99 derived deflections. FY0243 FY0243.The geoid height was determined by GEOID03. FY0243 FY0243.The dynamic height is computed by dividing the NAVD 88 FY0243.geopotential number by the normal gravity value computed on the FY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0243.degrees latitude (g = 980.6199 gals.). FY0243 FY0243.The modeled gravity was interpolated from observed gravity values. FY0243 FY0243; North East Units Scale Factor Converg. FY0243;SPC NC - 278,645.584 662,691.614 MT 1.00002749 +0 20 27.5 FY0243;SPC NC - 914,189.72 2,174,180.74 sFT 1.00002749 +0 20 27.5 FY0243;UTM 17 - 4,015,937.661 732,752.980 MT 1.00026753 +1 31 58.8 FY0243 FY0243! - Elev Factor x Scale Factor = Combined Factor FY0243!SPC NC - 0.99998239 x 1.00002749 = 1.00000987 FY0243!UTM 17 - 0.99998239 x 1.00026753 = 1.00024991 FY0243 FY0243: Primary Azimuth Mark Grid Az FY0243:SPC NC - DEC=P 7 RESET 013 07 24.4 FY0243:UTM 17 - DEC=P 7 RESET 011 55 53.1 FY0243 FY0243|---------------------------------------------------------------------| FY0243| PID Reference Object Distance Geod. Az | FY0243| dddmmss.s | FY0243| AB8208 DEC=P 7 RESET APPROX. 2.3 KM 0132751.9 | FY0243| FY4035 DED RM=S 7 05810 | FY0243|---------------------------------------------------------------------| FY0243 FY0243 SUPERSEDED SURVEY CONTROL FY0243 FY0243 NAD 27 - 36 15 36.67595(N) 078 24 34.27940(W) AD( ) 2 FY0243 NGVD 29 (??/??/92) 145.303 (m) 476.71 (f) ADJ UNCH 1 2 FY0243 FY0243.Superseded values are not recommended for survey control. FY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0243.See file dsdata.txt to determine how the superseded data were derived. FY0243 FY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3275315938(NAD 83) FY0243_MARKER: DS = TRIANGULATION STATION DISK FY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0243_STAMPING: EL 476.643 FT R 7 DED 1918 FY0243_MARK LOGO: CGS FY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0243+STABILITY: SURFACE MOTION FY0243 FY0243 HISTORY - Date Condition Report By FY0243 HISTORY - 1918 MONUMENTED CGS FY0243 HISTORY - 1933 GOOD CGS FY0243 HISTORY - 1963 MARK NOT FOUND CGS FY0243 FY0243 STATION DESCRIPTION FY0243 FY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0243'ABOUT 4-3/4 MILES SOUTH OF RAILWAY STATION AT HENDERSON, ON FIRST FY0243'CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF GILL SIDING, ABOUT FY0243'630 METERS (2,067 FEET) NORTH OF MILEPOST 119, IN FIELD, AND FY0243'ABOUT 25.0 METERS (82 FEET) SOUTH OF SOUTH RAIL. FY0243'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0243'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0243' FY0243'REFERENCE MARK IS STANDARD FY0243'REFERENCE DISK IN WEST FACE OF SOUTHWEST CORNER OF FOUNDATION FY0243'OF HOUSE OF H.A. FINCH, ABOUT 2 FEET ABOVE GROUND, AND 90.97 FY0243'METERS (298.5 FEET) FROM STATION N 58 DEG 10 MIN E. FY0243' FY0243'STATION DEF (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0243'THEREOF) IS VISIBLE FROM GROUND S 47 DEG 09 MIN W. FY0243 FY0243 STATION RECOVERY (1963) FY0243 FY0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FY0243'4.8 MI SW FROM HENDERSON. FY0243'SEARCHED FOR BUT NOT RECOVERED. ORIGINAL DESCRIPTION-- 4 3/4 FY0243'MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE FY0243'STATION AT HENDERSON, VANCE COUNTY, AT THE FIRST CURVE SOUTH FY0243'OF GILL, 0.4 MILE NORTH OF MILEPOST 119, 300 FEET SOUTHWEST OF FY0243'A HOUSE OWNED IN 1935 BY G FRED FINCH, AND 83 FEET EAST OF THE FY0243'EAST RAIL, IN A FIELD. FY0243'A STANDARD TRIANGULATION-STATION DISK, FY0243'STAMPED---EL 476.643 FT R 7 DED 1918---, AND SET IN THE TOP OF A FY0243'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0239 *********************************************************************** FY0239 DESIGNATION - DEG=V 7 FY0239 PID - FY0239 FY0239 STATE/COUNTY- NC/VANCE FY0239 USGS QUAD - KITTRELL (1979) FY0239 FY0239 *CURRENT SURVEY CONTROL FY0239 ___________________________________________________________________ FY0239* NAD 83(1986)- 36 14 17.78910(N) 078 26 12.79997(W) ADJUSTED FY0239* NAVD 88 - 137.737 (meters) 451.89 (feet) POSTED FY0239 ___________________________________________________________________ FY0239 LAPLACE CORR- -7.33 (seconds) DEFLEC99 FY0239 GEOID HEIGHT- -32.69 (meters) GEOID03 FY0239 DYNAMIC HT - 137.620 (meters) 451.51 (feet) COMP FY0239 MODELED GRAV- 979,806.9 (mgal) NAVD 88 FY0239 FY0239 HORZ ORDER - SECOND FY0239 VERT ORDER - * POSTED, Code A , SEE BELOW FY0239 FY0239.The North Carolina HARNS have been completed but, FY0239.due to contractual restrictions, coordinates for these stations FY0239.will NOT be published in the near future. In the interim, the FY0239.published coordinates in North Carolina will not be FY0239.consistent with the Continuously Operating Reference Stations FY0239.(CORS). The HARN coordinates for these stations are available FY0239.upon request. Contact Gary Thompson(919-733-3836). FY0239. FY0239.In addition, the published North Carolina positions FY0239.(NAD 83 (1986)) are NOT consistent with those determined in FY0239.adjacent state readjustments. The discontinuity between stations FY0239.located in North Carolina and those in adjacent states FY0239.which have been adjusted to the HARN may be as much as 5 FY0239.decimeters. This will result in a significant loss of accuracy FY0239.over lines crossing such state borders. FY0239 FY0239 FY0239.The horizontal coordinates were established by classical geodetic methods FY0239.and adjusted by the National Geodetic Survey in July 1986. FY0239 FY0239.The orthometric height was determined by differential leveling FY0239.and adjusted by the National Geodetic Survey in 1992. FY0239.* This is a POSTED BENCH MARK height. Code A indicates a distribution FY0239.rate of 0.0 thru 1.0 mm/km. FY0239 FY0239.The Laplace correction was computed from DEFLEC99 derived deflections. FY0239 FY0239.The geoid height was determined by GEOID03. FY0239 FY0239.The dynamic height is computed by dividing the NAVD 88 FY0239.geopotential number by the normal gravity value computed on the FY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0239.degrees latitude (g = 980.6199 gals.). FY0239 FY0239.The modeled gravity was interpolated from observed gravity values. FY0239 FY0239; North East Units Scale Factor Converg. FY0239;SPC NC - 276,183.217 660,221.003 MT 1.00002077 +0 19 30.0 FY0239;SPC NC - 906,111.10 2,166,075.07 sFT 1.00002077 +0 19 30.0 FY0239;UTM 17 - 4,013,423.862 730,333.531 MT 1.00025373 +1 30 57.0 FY0239 FY0239! - Elev Factor x Scale Factor = Combined Factor FY0239!SPC NC - 0.99998351 x 1.00002077 = 1.00000428 FY0239!UTM 17 - 0.99998351 x 1.00025373 = 1.00023724 FY0239 FY0239: Primary Azimuth Mark Grid Az FY0239:SPC NC - DEF=T 7 RESET 036 01 47.7 FY0239:UTM 17 - DEF=T 7 RESET 034 50 20.7 FY0239 FY0239|---------------------------------------------------------------------| FY0239| PID Reference Object Distance Geod. Az | FY0239| dddmmss.s | FY0239| FY0241 DEF=T 7 RESET APPROX. 0.6 KM 0362117.7 | FY0239| FY4037 DEG RM=W 7 27912 | FY0239|---------------------------------------------------------------------| FY0239 FY0239 SUPERSEDED SURVEY CONTROL FY0239 FY0239 NAD 27 - 36 14 17.25615(N) 078 26 13.80252(W) AD( ) 2 FY0239 NGVD 29 (??/??/92) 138.030 (m) 452.85 (f) ADJ UNCH 1 2 FY0239 FY0239.Superseded values are not recommended for survey control. FY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0239.See file dsdata.txt to determine how the superseded data were derived. FY0239 FY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3033413424(NAD 83) FY0239_MARKER: DS = TRIANGULATION STATION DISK FY0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0239_STAMPING: EL 452.778 FT V 7 DEG 1918 FY0239_MARK LOGO: CGS FY0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0239+STABILITY: SURFACE MOTION FY0239 FY0239 HISTORY - Date Condition Report By FY0239 HISTORY - 1918 MONUMENTED CGS FY0239 HISTORY - 1933 GOOD CGS FY0239 HISTORY - 1963 MARK NOT FOUND CGS FY0239 FY0239 STATION DESCRIPTION FY0239 FY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0239'ABOUT 1 MILE NORTH OF RAILWAY STATION AT KITTRELL, ABOUT 400 YARDS FY0239'NORTH OF MILEPOST 121 OF SEABOARD AIR LINE RAILWAY, ON FIRST FY0239'CURVE NORTH OF KITTRELL, ON PROLONGATION OF TANGENT TO EAST FY0239'RAIL FROM SOUTH, 25.66 METERS (84.2 FEET) WEST OF WEST RAIL, IN FY0239'NORTHEAST CORNER OF YARD OF WHITE HOUSE FORMERLY OWNED BY FY0239'JIM BLACKNON, 25 METERS (82 FEET) EAST OF WELL OF THIS HOUSE, 18 FY0239'FEET WEST OF CENTER LINE OF ROUTE 1, 21 FEET EAST OF EAST END FY0239'OF SIGNBOARD, 33 FEET SOUTH OF TELEPHONE POLE, AND 45 FEET EAST FY0239'OF 10-INCH SHADE TREE IN FRONT YARD OF HOUSE. FY0239'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0239'NORTHEAST SIDE OF MARK IS EXPOSED TO DEPTH OF ABOUT 15 INCHES, FY0239'DUE TO HIGHWAY BEING LOWER THAN MARK. FY0239'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0239' FY0239'REFERENCE MARK IS STANDARD REFERENCE DISK IN EAST FACE OF FY0239'NORTH CHIMNEY OF ABOVE-MENTIONED FY0239'HOUSE, AND 33.75 METERS (110.7 FEET) FROM STATION IN FY0239'N 80 DEG 48 MIN W. FY0239' FY0239'AZIMUTH MARK, ESTABLISHED IN 1933, IS FY0239'STANDARD REFERENCE DISK IN GRANITE BOULDER WHICH PROJECTS FY0239'ABOUT 1 FOOT ABOVE GROUND,, 28 FEET WEST OF CENTER FY0239'LINE OF ROUTE 1, ON SOUTHERN SLOPE OF HILL, 85 FEET NORTH OF FY0239'TELEPHONE POLE NO. 110, ABOUT 40 YARDS SOUTH OF SIGN ON EAST FY0239'SIDE OF HIGHWAY MARKED S.V. ELLINGTON, AND ABOUT ONE-FOURTH FY0239'MILE FROM STATION N 29 DEG 10 MIN E. FY0239 FY0239 STATION RECOVERY (1963) FY0239 FY0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FY0239'1 MI N FROM KITTRELL. FY0239'SEARCHED FOR BUT NOT RECOVERED. THE HIGHWAY HAS BEEN WIDENED FY0239'AND IMPROVED. ORIGINAL DESCRIPTION-- 1 MILE NORTH ALONG THE FY0239'SEABOARD AIR LINE RAILWAY FROM THE STATION AT KITTRELL, VANCE FY0239'COUNTY, 1/4 MILE NORTH OF MILEPOST 121, AT THE FIRST CURVE NORTH FY0239'OF THE STATION, ON THE PROLONGATION OF THE EAST RAIL OF THE SOUTH FY0239'TANGENT, 84.2 FEET WEST OF THE WEST RAIL, AT THE NORTHEAST FY0239'CORNER OF A YARD AROUND A HOUSE OWNED IN 1935 BY W.R. PULLEY, 18 FY0239'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 21 FEET EAST OF FY0239'THE EAST END OF AN ADVERTISING SIGNBOARD, 33 FEET SOUTH OF A FY0239'POLE, AND 45 FEET EAST OF A 10-INCH SHADE TREE. FY0239'A STANDARD TRIANGULATION-STATION DISK, FY0239'STAMPED---EL 452.778 FT. V 7 DEG 1918---, FY0239'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2732 *********************************************************************** FY2732 DESIGNATION - DEK FY2732 PID - FY2732 FY2732 STATE/COUNTY- NC/VANCE FY2732 USGS QUAD - KITTRELL (1979) FY2732 FY2732 *CURRENT SURVEY CONTROL FY2732 ___________________________________________________________________ FY2732* NAD 83(1986)- 36 11 30.45121(N) 078 27 03.14253(W) ADJUSTED FY2732* NAVD 88 - 110.88 (+/-2cm) 363.8 (feet) VERTCON FY2732 ___________________________________________________________________ FY2732 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2732 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2732 FY2732 HORZ ORDER - SECOND FY2732 VERT ORDER - THIRD ? (See Below) FY2732 FY2732.The North Carolina HARNS have been completed but, FY2732.due to contractual restrictions, coordinates for these stations FY2732.will NOT be published in the near future. In the interim, the FY2732.published coordinates in North Carolina will not be FY2732.consistent with the Continuously Operating Reference Stations FY2732.(CORS). The HARN coordinates for these stations are available FY2732.upon request. Contact Gary Thompson(919-733-3836). FY2732. FY2732.In addition, the published North Carolina positions FY2732.(NAD 83 (1986)) are NOT consistent with those determined in FY2732.adjacent state readjustments. The discontinuity between stations FY2732.located in North Carolina and those in adjacent states FY2732.which have been adjusted to the HARN may be as much as 5 FY2732.decimeters. This will result in a significant loss of accuracy FY2732.over lines crossing such state borders. FY2732 FY2732 FY2732.The horizontal coordinates were established by classical geodetic methods FY2732.and adjusted by the National Geodetic Survey in July 1986. FY2732 FY2732.The NAVD 88 height was computed by applying the VERTCON shift value to FY2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2732.The vertical order pertains to the NGVD 29 superseded value. FY2732 FY2732.The Laplace correction was computed from DEFLEC99 derived deflections. FY2732 FY2732.The geoid height was determined by GEOID03. FY2732 FY2732; North East Units Scale Factor Converg. FY2732;SPC NC - 271,018.318 658,992.479 MT 1.00000711 +0 19 01.0 FY2732;SPC NC - 889,165.93 2,162,044.49 sFT 1.00000711 +0 19 01.0 FY2732;UTM 17 - 4,008,233.336 729,212.261 MT 1.00024739 +1 30 21.2 FY2732 FY2732! - Elev Factor x Scale Factor = Combined Factor FY2732!SPC NC - 0.99998773 x 1.00000711 = 0.99999484 FY2732!UTM 17 - 0.99998773 x 1.00024739 = 1.00023512 FY2732 FY2732: Primary Azimuth Mark Grid Az FY2732:SPC NC - KITTRELL 357 52 14.6 FY2732:UTM 17 - KITTRELL 356 40 54.4 FY2732 FY2732|---------------------------------------------------------------------| FY2732| PID Reference Object Distance Geod. Az | FY2732| dddmmss.s | FY2732| FY4038 DEK RM 15615 | FY2732| FY2735 KITTRELL 435.106 METERS 3581115.6 | FY2732|---------------------------------------------------------------------| FY2732 FY2732 SUPERSEDED SURVEY CONTROL FY2732 FY2732 NAD 27 - 36 11 29.91365(N) 078 27 04.14403(W) AD( ) 2 FY2732 NGVD 29 (07/19/86) 111.17 (m) 364.7 (f) LEVELING 3 FY2732 FY2732.Superseded values are not recommended for survey control. FY2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2732.See file dsdata.txt to determine how the superseded data were derived. FY2732 FY2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2921208233(NAD 83) FY2732_MARKER: DS = TRIANGULATION STATION DISK FY2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2732_MARK LOGO: CGS FY2732 FY2732 HISTORY - Date Condition Report By FY2732 HISTORY - 1918 MONUMENTED CGS FY2732 HISTORY - 1933 GOOD CGS FY2732 FY2732 STATION DESCRIPTION FY2732 FY2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY2732'ABOUT 2-1/4 MILES SOUTH OF RAILWAY STATION AT KITTRELL, ON FIRST FY2732'CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF RAILWAY STATION, ON FY2732'SOUTHWARD PROLONGATION OF TANGENT TO EAST RAIL, 150 METERS (492 FY2732'FEET) SOUTH OF MILEPOST 124, 120 METERS (394 FEET) NORTH OF FY2732'ROAD CROSSING, 25 METERS (82 FEET) SOUTH OF TOBACCO BARN, AND FY2732'7 METERS (23 FEET) WEST OF EDGE OF TOP OF HIGH CUT. SURFACE FY2732'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE 1A. FY2732'UNDERGROUND MARK IS NAIL IN CONCRETE. FY2732' FY2732'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, ON FY2732'SAME SIDE OF TRACK, AND 16.65 METERS (54.6 FEET) FROM STATION FY2732'S 23 DEG 45 MIN E. FY2732' FY2732'STATION DEL (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY2732'IS VISIBLE FROM GROUND S 23 DEG 04 MIN E. FY2732' FY2732'STATION KITTRELL (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY2732'IS VISIBLE FROM GROUND N 01 DEG 49 MIN W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0238 *********************************************************************** FY0238 DESIGNATION - DEL=B 8 FY0238 PID - FY0238 FY0238 STATE/COUNTY- NC/VANCE FY0238 USGS QUAD - KITTRELL (1979) FY0238 FY0238 *CURRENT SURVEY CONTROL FY0238 ___________________________________________________________________ FY0238* NAD 83(1986)- 36 11 12.15387(N) 078 26 53.53527(W) ADJUSTED FY0238* NAVD 88 - 103.856 (meters) 340.73 (feet) POSTED FY0238 ___________________________________________________________________ FY0238 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY0238 GEOID HEIGHT- -32.74 (meters) GEOID03 FY0238 DYNAMIC HT - 103.770 (meters) 340.45 (feet) COMP FY0238 MODELED GRAV- 979,804.4 (mgal) NAVD 88 FY0238 FY0238 HORZ ORDER - SECOND FY0238 VERT ORDER - * POSTED, Code A , SEE BELOW FY0238 FY0238.The North Carolina HARNS have been completed but, FY0238.due to contractual restrictions, coordinates for these stations FY0238.will NOT be published in the near future. In the interim, the FY0238.published coordinates in North Carolina will not be FY0238.consistent with the Continuously Operating Reference Stations FY0238.(CORS). The HARN coordinates for these stations are available FY0238.upon request. Contact Gary Thompson(919-733-3836). FY0238. FY0238.In addition, the published North Carolina positions FY0238.(NAD 83 (1986)) are NOT consistent with those determined in FY0238.adjacent state readjustments. The discontinuity between stations FY0238.located in North Carolina and those in adjacent states FY0238.which have been adjusted to the HARN may be as much as 5 FY0238.decimeters. This will result in a significant loss of accuracy FY0238.over lines crossing such state borders. FY0238 FY0238 FY0238.The horizontal coordinates were established by classical geodetic methods FY0238.and adjusted by the National Geodetic Survey in July 1986. FY0238 FY0238.The orthometric height was determined by differential leveling FY0238.and adjusted by the National Geodetic Survey in 1992. FY0238.* This is a POSTED BENCH MARK height. Code A indicates a distribution FY0238.rate of 0.0 thru 1.0 mm/km. FY0238 FY0238.The Laplace correction was computed from DEFLEC99 derived deflections. FY0238 FY0238.The geoid height was determined by GEOID03. FY0238 FY0238.The dynamic height is computed by dividing the NAVD 88 FY0238.geopotential number by the normal gravity value computed on the FY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0238.degrees latitude (g = 980.6199 gals.). FY0238 FY0238.The modeled gravity was interpolated from observed gravity values. FY0238 FY0238; North East Units Scale Factor Converg. FY0238;SPC NC - 270,455.676 659,235.647 MT 1.00000566 +0 19 06.5 FY0238;SPC NC - 887,320.00 2,162,842.29 sFT 1.00000566 +0 19 06.5 FY0238;UTM 17 - 4,007,675.726 729,467.111 MT 1.00024883 +1 30 26.2 FY0238 FY0238! - Elev Factor x Scale Factor = Combined Factor FY0238!SPC NC - 0.99998884 x 1.00000566 = 0.99999450 FY0238!UTM 17 - 0.99998884 x 1.00024883 = 1.00023767 FY0238 FY0238: Primary Azimuth Mark Grid Az FY0238:SPC NC - DEK 336 37 35.6 FY0238:UTM 17 - DEK 335 26 15.9 FY0238 FY0238|---------------------------------------------------------------------| FY0238| PID Reference Object Distance Geod. Az | FY0238| dddmmss.s | FY0238| FY0236 DEM=D 8 APPROX. 0.5 KM 1590127.6 | FY0238| FY4039 DEL RM=C 8 26057 | FY0238| FY2732 DEK APPROX. 0.6 KM 3365642.1 | FY0238|---------------------------------------------------------------------| FY0238 FY0238 SUPERSEDED SURVEY CONTROL FY0238 FY0238 NAD 27 - 36 11 11.61603(N) 078 26 54.53725(W) AD( ) 2 FY0238 NGVD 29 (??/??/92) 104.148 (m) 341.69 (f) ADJ UNCH 1 2 FY0238 FY0238.Superseded values are not recommended for survey control. FY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0238.See file dsdata.txt to determine how the superseded data were derived. FY0238 FY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2946707676(NAD 83) FY0238_MARKER: DS = TRIANGULATION STATION DISK FY0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0238_STAMPING: EL 341.617 FT B 8 DEL 1918 FY0238_MARK LOGO: CGS FY0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0238+STABILITY: SURFACE MOTION FY0238 FY0238 HISTORY - Date Condition Report By FY0238 HISTORY - 1918 MONUMENTED CGS FY0238 HISTORY - 1933 GOOD CGS FY0238 HISTORY - 1963 MARK NOT FOUND CGS FY0238 FY0238 STATION DESCRIPTION FY0238 FY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0238'ABOUT 3 MILES SOUTH OF RAILWAY STATION AT KITTRELL, MIDWAY FY0238'BETWEEN SECOND AND THIRD CURVES OF SEABOARD AIR LINE RAILWAY, FY0238'SOUTH OF RAILWAY STATION, 850 METERS (2,789 FEET) NORTH OF FY0238'MILEPOST 125, 50 METERS (164 FEET) SOUTH OF WHISTLE POST, 1 FY0238'METER (3 FEET) NORTH OF ROAD CROSSING OF ROAD LEADING TO HOUSE FY0238'ON OPPOSITE SIDE OF TRACK, AND 3.15 METERS (10.3 FEET) EAST OF FY0238'EAST RAIL. FY0238'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0238'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0238' FY0238'REFERENCE MARK IS STANDARD REFERENCE DISK IN EAST FACE FY0238'OF STONE FOUNDATION OF ABOVE-MENTIONED HOUSE, 2 FEET NORTH OF FY0238'SOUTH END OF PORCH BAY, 3 FEET ABOVE GROUND, AND 88.88 FY0238'METERS (291.6 FEET) FROM STATION S 80 DEG 57 MIN W. FY0238' FY0238'STATION DEM (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0238'THEREOF) IS VISIBLE FROM GROUND S 40 DEG 58 MIN E. FY0238' FY0238'STATION DEK (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0238'THEREOF) IS VISIBLE FROM GROUND N 23 DEG 04 MIN W. FY0238 FY0238 STATION RECOVERY (1963) FY0238 FY0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FY0238'2.8 MI S FROM KITTRELL. FY0238'ORIGINAL DESCRIPTION-- 2 3/4 MILES SOUTH ALONG THE SEABOARD FY0238'AIR LINE RAILWAY FROM THE STATION AT KITTRELL, VANCE COUNTY, FY0238'1/2 MILE NORTH OF MILEPOST 125, ABOUT MIDWAY BETWEEN THE FIRST FY0238'AND SECOND CURVES SOUTH OF THE STATION, 50 YARDS SOUTH OF A FY0238'WHISTLE POST, 1 YARD NORTH OF A ROAD CROSSING, ABOUT 10 FEET FY0238'EAST OF THE EAST RAIL, AND DIRECTLY IN FRONT OF A LARGE HOUSE ON FY0238'THE OPPOSITE SIDE OF THE TRACK. FY0238'A STANDARD TRIANGULATION-STATION DISK, FY0238'STAMPED---EL 341.617 FT B 8 DEL 1918---, AND SET IN THE TOP FY0238'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0236 *********************************************************************** FY0236 DESIGNATION - DEM=D 8 FY0236 PID - FY0236 FY0236 STATE/COUNTY- NC/VANCE FY0236 USGS QUAD - KITTRELL (1979) FY0236 FY0236 *CURRENT SURVEY CONTROL FY0236 ___________________________________________________________________ FY0236* NAD 83(1986)- 36 10 56.43225(N) 078 26 46.10048(W) ADJUSTED FY0236* NAVD 88 - 100.448 (meters) 329.55 (feet) POSTED FY0236 ___________________________________________________________________ FY0236 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY0236 GEOID HEIGHT- -32.76 (meters) GEOID03 FY0236 DYNAMIC HT - 100.360 (meters) 329.26 (feet) COMP FY0236 MODELED GRAV- 979,803.6 (mgal) NAVD 88 FY0236 FY0236 HORZ ORDER - SECOND FY0236 VERT ORDER - * POSTED, Code A , SEE BELOW FY0236 FY0236.The North Carolina HARNS have been completed but, FY0236.due to contractual restrictions, coordinates for these stations FY0236.will NOT be published in the near future. In the interim, the FY0236.published coordinates in North Carolina will not be FY0236.consistent with the Continuously Operating Reference Stations FY0236.(CORS). The HARN coordinates for these stations are available FY0236.upon request. Contact Gary Thompson(919-733-3836). FY0236. FY0236.In addition, the published North Carolina positions FY0236.(NAD 83 (1986)) are NOT consistent with those determined in FY0236.adjacent state readjustments. The discontinuity between stations FY0236.located in North Carolina and those in adjacent states FY0236.which have been adjusted to the HARN may be as much as 5 FY0236.decimeters. This will result in a significant loss of accuracy FY0236.over lines crossing such state borders. FY0236 FY0236 FY0236.The horizontal coordinates were established by classical geodetic methods FY0236.and adjusted by the National Geodetic Survey in July 1986. FY0236 FY0236.The orthometric height was determined by differential leveling FY0236.and adjusted by the National Geodetic Survey in 1992. FY0236.* This is a POSTED BENCH MARK height. Code A indicates a distribution FY0236.rate of 0.0 thru 1.0 mm/km. FY0236 FY0236.The Laplace correction was computed from DEFLEC99 derived deflections. FY0236 FY0236.The geoid height was determined by GEOID03. FY0236 FY0236.The dynamic height is computed by dividing the NAVD 88 FY0236.geopotential number by the normal gravity value computed on the FY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0236.degrees latitude (g = 980.6199 gals.). FY0236 FY0236.The modeled gravity was interpolated from observed gravity values. FY0236 FY0236; North East Units Scale Factor Converg. FY0236;SPC NC - 269,972.130 659,424.116 MT 1.00000441 +0 19 10.8 FY0236;SPC NC - 885,733.56 2,163,460.62 sFT 1.00000441 +0 19 10.8 FY0236;UTM 17 - 4,007,196.077 729,665.620 MT 1.00024995 +1 30 30.1 FY0236 FY0236! - Elev Factor x Scale Factor = Combined Factor FY0236!SPC NC - 0.99998938 x 1.00000441 = 0.99999379 FY0236!UTM 17 - 0.99998938 x 1.00024995 = 1.00023932 FY0236 FY0236: Primary Azimuth Mark Grid Az FY0236:SPC NC - DEL=B 8 338 42 21.2 FY0236:UTM 17 - DEL=B 8 337 31 01.9 FY0236 FY0236|---------------------------------------------------------------------| FY0236| PID Reference Object Distance Geod. Az | FY0236| dddmmss.s | FY0236| FY4040 DEM RM=E 8 16120 | FY0236| FY0234 DEN=F 8 405.983 METERS 1631626.9 | FY0236| FY0238 DEL=B 8 APPROX. 0.5 KM 3390132.0 | FY0236|---------------------------------------------------------------------| FY0236 FY0236 SUPERSEDED SURVEY CONTROL FY0236 FY0236 NAD 27 - 36 10 55.89420(N) 078 26 47.10288(W) AD( ) 2 FY0236 NGVD 29 (??/??/92) 100.741 (m) 330.51 (f) ADJ UNCH 1 2 FY0236 FY0236.Superseded values are not recommended for survey control. FY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0236.See file dsdata.txt to determine how the superseded data were derived. FY0236 FY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2966607196(NAD 83) FY0236_MARKER: DS = TRIANGULATION STATION DISK FY0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0236_STAMPING: EL 330.439 D 8 DEM 1918 FY0236_MARK LOGO: CGS FY0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0236+STABILITY: SURFACE MOTION FY0236 FY0236 HISTORY - Date Condition Report By FY0236 HISTORY - 1918 MONUMENTED CGS FY0236 HISTORY - 1933 GOOD CGS FY0236 HISTORY - 1961 GOOD NCGS FY0236 HISTORY - 1963 GOOD CGS FY0236 HISTORY - 1971 MARK NOT FOUND USGS FY0236 FY0236 STATION DESCRIPTION FY0236 FY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0236'ABOUT 5-1/2 MILES NORTH OF RAILWAY STATION AT FRANKLINTON, 350 FY0236'METERS (1,148 FEET) NORTH OF MILEPOST 125 OF SEABOARD AIR LINE FY0236'RAILWAY, 40 METERS (131 FEET) NORTH OF CUT THROUGH HIGH ROCKS FY0236'3 METERS (10 FEET) SOUTH OF ROAD CROSSING, AND 1.89 METERS FY0236'(6.2 FEET) EAST OF EAST RAIL. FY0236'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0236'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0236' FY0236'REFERENCE MARK IS STANDARD REFERENCE DISK FY0236'IN WEST FACE OF LARGE ROCK ON SAME SIDE OF TRACK, AND 43.06 FY0236'METERS (141.3 FEET) FROM STATION S 18 DEG 40 MIN E. FY0236' FY0236'STATION DEN (SEE DESCRIPTION AND GEOGRAPHIC POSITION FY0236'THEREOF) IS VISIBLE FROM GROUND S 36 DEG 43 MIN W. FY0236' FY0236'STATION DEL (SEE DESCRIPTION AND GEOGRAPHIC FY0236'POSITION THEREOF) IS VISIBLE FROM GROUND N 20 DEG 58 MIN W. FY0236 FY0236 STATION RECOVERY (1961) FY0236 FY0236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) FY0236'STATION AND THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION. FY0236 FY0236 STATION RECOVERY (1963) FY0236 FY0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FY0236'5.5 MI N FROM FRANKLINTON. FY0236'RECOVERED AS DESCRIBED EXCEPT THERE IS NO TRACE OF THE ABANDONED FY0236'ROAD CROSSING AND THE MARK IS NOW ABOUT 1 FOOT BELOW THE SURFACE. FY0236'ORIGINAL DESCRIPTION-- IN VANCE COUNTY, 5 1/2 MILES NORTH ALONG FY0236'THE SEABOARD AIR LINE RAILWAY FROM THE STATION AT FRANKLINTON, FY0236'FRANKLIN COUNTY, 0.2 MILE NORTH OF MILEPOST 125, 50 YARDS NORTH FY0236'OF A CUT THROUGH HIGH ROCKS, 3 YARDS SOUTH OF AN ABANDONED ROAD FY0236'CROSSING, AT THE RAILROAD DITCH LINE, 6 FEET EAST OF THE EAST FY0236'RAIL, 21 FEET WEST OF A POLE, AND 6 INCHES UNDER GROUND. FY0236'A STANDARD TRIANGULATION-STATION DISK, FY0236'STAMPED---EL 330.439 D 8 DEM 1918---, FY0236'AND SET IN THE TOP OF A CONCRETE POST. FY0236 FY0236 STATION RECOVERY (1971) FY0236 FY0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 FY0236'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2803 *********************************************************************** FY2803 DESIGNATION - DOT FY2803 PID - FY2803 FY2803 STATE/COUNTY- NC/VANCE FY2803 USGS QUAD - VICKSBORO (1970) FY2803 FY2803 *CURRENT SURVEY CONTROL FY2803 ___________________________________________________________________ FY2803* NAD 83(1986)- 36 16 18.41674(N) 078 22 10.00047(W) ADJUSTED FY2803* NAVD 88 - 148.1 (meters) 486. (feet) VERTCON FY2803 ___________________________________________________________________ FY2803 LAPLACE CORR- -6.62 (seconds) DEFLEC99 FY2803 GEOID HEIGHT- -32.91 (meters) GEOID03 FY2803 FY2803 HORZ ORDER - SECOND FY2803 FY2803.The North Carolina HARNS have been completed but, FY2803.due to contractual restrictions, coordinates for these stations FY2803.will NOT be published in the near future. In the interim, the FY2803.published coordinates in North Carolina will not be FY2803.consistent with the Continuously Operating Reference Stations FY2803.(CORS). The HARN coordinates for these stations are available FY2803.upon request. Contact Gary Thompson(919-733-3836). FY2803. FY2803.In addition, the published North Carolina positions FY2803.(NAD 83 (1986)) are NOT consistent with those determined in FY2803.adjacent state readjustments. The discontinuity between stations FY2803.located in North Carolina and those in adjacent states FY2803.which have been adjusted to the HARN may be as much as 5 FY2803.decimeters. This will result in a significant loss of accuracy FY2803.over lines crossing such state borders. FY2803 FY2803 FY2803.The horizontal coordinates were established by classical geodetic methods FY2803.and adjusted by the National Geodetic Survey in July 1986. FY2803 FY2803.The NAVD 88 height was computed by applying the VERTCON shift value to FY2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2803 FY2803.The Laplace correction was computed from DEFLEC99 derived deflections. FY2803 FY2803.The geoid height was determined by GEOID03. FY2803 FY2803; North East Units Scale Factor Converg. FY2803;SPC NC - 279,937.826 666,260.083 MT 1.00003103 +0 21 50.2 FY2803;SPC NC - 918,429.35 2,185,888.29 sFT 1.00003103 +0 21 50.2 FY2803;UTM 17 - 4,017,304.232 736,294.662 MT 1.00028800 +1 33 25.2 FY2803 FY2803! - Elev Factor x Scale Factor = Combined Factor FY2803!SPC NC - 0.99998192 x 1.00003103 = 1.00001295 FY2803!UTM 17 - 0.99998192 x 1.00028800 = 1.00026991 FY2803 FY2803: Primary Azimuth Mark Grid Az FY2803:SPC NC - GILLBURG 007 08 45.3 FY2803:UTM 17 - GILLBURG 005 57 10.3 FY2803 FY2803|---------------------------------------------------------------------| FY2803| PID Reference Object Distance Geod. Az | FY2803| dddmmss.s | FY2803| FY2802 GILLBURG APPROX. 0.5 KM 0073035.5 | FY2803| FY2804 FURMAN 297.112 METERS 18134 | FY2803|---------------------------------------------------------------------| FY2803 FY2803 SUPERSEDED SURVEY CONTROL FY2803 FY2803 NAD 27 - 36 16 17.88708(N) 078 22 11.01188(W) AD( ) 2 FY2803 NGVD 29 (07/19/86) 148.4 (m) 487. (f) VERT ANG FY2803 FY2803.Superseded values are not recommended for survey control. FY2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2803.See file dsdata.txt to determine how the superseded data were derived. FY2803 FY2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3629517304(NAD 83) FY2803_MARKER: DE = TRAVERSE STATION DISK FY2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2803_MAGNETIC: N = NO MAGNETIC MATERIAL FY2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2803+STABILITY: SURFACE MOTION FY2803 FY2803 HISTORY - Date Condition Report By FY2803 HISTORY - 1976 MONUMENTED NCGS FY2803 FY2803 STATION DESCRIPTION FY2803 FY2803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2803'DOT IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE VICINITY FY2803'OF GILLBURG AND APPROXIMATELY 4.3 MILES SOUTH-SOUTHEAST OF HENDERSON, FY2803'NORTH CAROLINA. FY2803' FY2803'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2803'PROCEED SOUTH ALONG SR 1519 FOR 0.3 MILE TO INTERSECTION WITH PAVED FY2803'ENTRANCE TO THE D.O.T. EQUIPMENT DEPARTMENT AND STATION ON LEFT, IN FY2803'NORTHEAST QUADRANT AND DIRECTLY IN FRONT OF AN ABANDONED ONE STORY FY2803'WHITE FRAME BUILDING. FY2803' FY2803'STATION MARK IS A STANDARD BRASS DISK, STAMPED---DOT 1976---, SET IN FY2803'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2803'SURFACE OF THE GROUND. THE MARK IS 29.6 FEET EAST OF THE CENTERLINE FY2803'OF SR 1519, 184.7 FEET NORTH OF THE CENTERLINE OF PAVED ENTRANCE TO FY2803'D.O.T., 34.9 FEET NORTHWEST OF SOUTHWEST CORNER OF BUILDING, 38.4 FEET FY2803'WEST-SOUTHWEST OF NORTHWEST CORNER OF BUILDING, AND 68.6 FEET EAST- FY2803'NORTHEAST OF CENTER OF TOP OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2745 *********************************************************************** FY2745 DESIGNATION - DRAIN FY2745 PID - FY2745 FY2745 STATE/COUNTY- NC/VANCE FY2745 USGS QUAD - MIDDLEBURG (1982) FY2745 FY2745 *CURRENT SURVEY CONTROL FY2745 ___________________________________________________________________ FY2745* NAD 83(1986)- 36 25 18.56434(N) 078 18 30.21889(W) ADJUSTED FY2745* NAVD 88 - 125.5 (meters) 412. (feet) VERTCON FY2745 ___________________________________________________________________ FY2745 LAPLACE CORR- -5.11 (seconds) DEFLEC99 FY2745 GEOID HEIGHT- -32.88 (meters) GEOID03 FY2745 FY2745 HORZ ORDER - SECOND FY2745 FY2745.The North Carolina HARNS have been completed but, FY2745.due to contractual restrictions, coordinates for these stations FY2745.will NOT be published in the near future. In the interim, the FY2745.published coordinates in North Carolina will not be FY2745.consistent with the Continuously Operating Reference Stations FY2745.(CORS). The HARN coordinates for these stations are available FY2745.upon request. Contact Gary Thompson(919-733-3836). FY2745. FY2745.In addition, the published North Carolina positions FY2745.(NAD 83 (1986)) are NOT consistent with those determined in FY2745.adjacent state readjustments. The discontinuity between stations FY2745.located in North Carolina and those in adjacent states FY2745.which have been adjusted to the HARN may be as much as 5 FY2745.decimeters. This will result in a significant loss of accuracy FY2745.over lines crossing such state borders. FY2745 FY2745 FY2745.The horizontal coordinates were established by classical geodetic methods FY2745.and adjusted by the National Geodetic Survey in July 1986. FY2745 FY2745.The NAVD 88 height was computed by applying the VERTCON shift value to FY2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2745 FY2745.The Laplace correction was computed from DEFLEC99 derived deflections. FY2745 FY2745.The geoid height was determined by GEOID03. FY2745 FY2745; North East Units Scale Factor Converg. FY2745;SPC NC - 296,624.244 671,629.715 MT 1.00008121 +0 23 57.0 FY2745;SPC NC - 973,174.71 2,203,505.16 sFT 1.00008121 +0 23 57.0 FY2745;UTM 17 - 4,034,103.274 741,315.974 MT 1.00031754 +1 35 55.8 FY2745 FY2745! - Elev Factor x Scale Factor = Combined Factor FY2745!SPC NC - 0.99998546 x 1.00008121 = 1.00006667 FY2745!UTM 17 - 0.99998546 x 1.00031754 = 1.00030299 FY2745 FY2745: Primary Azimuth Mark Grid Az FY2745:SPC NC - MANSON RD 049 47 00.3 FY2745:UTM 17 - MANSON RD 048 35 01.5 FY2745 FY2745|---------------------------------------------------------------------| FY2745| PID Reference Object Distance Geod. Az | FY2745| dddmmss.s | FY2745| FY2754 MANSON RD APPROX. 1.5 KM 0501057.3 | FY2745|---------------------------------------------------------------------| FY2745 FY2745 SUPERSEDED SURVEY CONTROL FY2745 FY2745 NAD 27 - 36 25 18.04422(N) 078 18 31.23436(W) AD( ) 2 FY2745 NGVD 29 (07/19/86) 125.8 (m) 413. (f) VERT ANG FY2745 FY2745.Superseded values are not recommended for survey control. FY2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2745.See file dsdata.txt to determine how the superseded data were derived. FY2745 FY2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4131634103(NAD 83) FY2745_MARKER: DE = TRAVERSE STATION DISK FY2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2745_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2745_STAMPING: DRAIN 1969 FY2745_MARK LOGO: NCGS FY2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2745+STABILITY: SURFACE MOTION FY2745 FY2745 HISTORY - Date Condition Report By FY2745 HISTORY - 1969 MONUMENTED NCGS FY2745 FY2745 STATION DESCRIPTION FY2745 FY2745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2745'DRAIN IS A N.C. GEODETIC SURBEY TRAVERSE STATION ESTABLISHED FY2745'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2745' FY2745'DRAIN IS LOCATED APPROXIMATELY 9.0 MILES NORTHEAST OF FY2745'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2745'US 1 BYPASS WITH I-85, GO NORTHEAST ON I-85 FOR 5.05 MILES TO FY2745'STATION. WHICH IS ON THE NORTHWEST SIDE OF I-85 S BOUND LANE, FY2745'0.7 MILE SOUTHWEST OF INTERSECTION OF MANSON RD. WITH I-85, AND FY2745'0.4 MILE SOUTHWEST OF VANCE-WARREN COUNTY LINE. FY2745' FY2745'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2745'DRAIN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2745'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. FY2745' FY2745'MARK IS FY2745' FY2745'25.7 FT NW OF C/L OF I-85 S BOUND LANE FY2745' FY2745'36.6 FT ESE OF CENTER CONCRETE STORM DRAIN COVER FY2745' FY2745'38.1 FT SE OF FENCE POST ON NW SIDE OF I-85 S BOUND LANE, W/TAG FY2745' FY2745'40.1 FT SSE OF FENCE POST ON NW SIDE OF I-85 S BOUND LANE, W/TAG FY2745' FY2745'45.0 FT S OF FENCE POST ON NW SIDE OF I-85 S BOUND LANE, AND FY2745'WITH ALUMINUM REF. TAG FY2745' FY2745'27.3 FT NNE OF NE CORNER CONCRETE SLAB 144 ON I-85 S FY2745'BOUND LANE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2768 *********************************************************************** FY2768 DESIGNATION - DREWRY FY2768 PID - FY2768 FY2768 STATE/COUNTY- NC/VANCE FY2768 USGS QUAD - MIDDLEBURG (1982) FY2768 FY2768 *CURRENT SURVEY CONTROL FY2768 ___________________________________________________________________ FY2768* NAD 83(1986)- 36 27 39.02210(N) 078 18 34.10641(W) ADJUSTED FY2768* NAVD 88 - 144.7 (meters) 475. (feet) VERTCON FY2768 ___________________________________________________________________ FY2768 LAPLACE CORR- -5.55 (seconds) DEFLEC99 FY2768 GEOID HEIGHT- -32.81 (meters) GEOID03 FY2768 FY2768 HORZ ORDER - SECOND FY2768 FY2768.The North Carolina HARNS have been completed but, FY2768.due to contractual restrictions, coordinates for these stations FY2768.will NOT be published in the near future. In the interim, the FY2768.published coordinates in North Carolina will not be FY2768.consistent with the Continuously Operating Reference Stations FY2768.(CORS). The HARN coordinates for these stations are available FY2768.upon request. Contact Gary Thompson(919-733-3836). FY2768. FY2768.In addition, the published North Carolina positions FY2768.(NAD 83 (1986)) are NOT consistent with those determined in FY2768.adjacent state readjustments. The discontinuity between stations FY2768.located in North Carolina and those in adjacent states FY2768.which have been adjusted to the HARN may be as much as 5 FY2768.decimeters. This will result in a significant loss of accuracy FY2768.over lines crossing such state borders. FY2768 FY2768 FY2768.The horizontal coordinates were established by classical geodetic methods FY2768.and adjusted by the National Geodetic Survey in July 1986. FY2768 FY2768.The NAVD 88 height was computed by applying the VERTCON shift value to FY2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2768 FY2768.The Laplace correction was computed from DEFLEC99 derived deflections. FY2768 FY2768.The geoid height was determined by GEOID03. FY2768 FY2768; North East Units Scale Factor Converg. FY2768;SPC NC - 300,953.349 671,502.748 MT 1.00009540 +0 23 54.8 FY2768;SPC NC - 987,377.78 2,203,088.60 sFT 1.00009540 +0 23 54.8 FY2768;UTM 17 - 4,038,429.758 741,098.292 MT 1.00031623 +1 35 58.8 FY2768 FY2768! - Elev Factor x Scale Factor = Combined Factor FY2768!SPC NC - 0.99998244 x 1.00009540 = 1.00007784 FY2768!UTM 17 - 0.99998244 x 1.00031623 = 1.00029867 FY2768 FY2768: Primary Azimuth Mark Grid Az FY2768:SPC NC - DREWRY AZ MK 123 56 28.5 FY2768:UTM 17 - DREWRY AZ MK 122 44 24.5 FY2768 FY2768|---------------------------------------------------------------------| FY2768| PID Reference Object Distance Geod. Az | FY2768| dddmmss.s | FY2768| FY4060 DREWRY RM 1 56.982 METERS 03707 | FY2768| FY4059 DREWRY AZ MK 1242023.3 | FY2768| FY4061 DREWRY RM 2 AZIMUTH 13507 | FY2768| FY4062 DREWRY RM 3 48.518 METERS 15548 | FY2768| FY2835 HENDERSON AMER AGRI CHEM CO TK APPROX.13.9 KM 2064756.7 | FY2768| FY2815 HENDERSON MUN STANDPIPE APPROX.16.6 KM 2071345.3 | FY2768| FY2837 HENDERSON COTTON MILLS TANK APPROX.15.6 KM 2082945.2 | FY2768| FY4063 DREWRY RM 4 21.260 METERS 21934 | FY2768|---------------------------------------------------------------------| FY2768 FY2768 SUPERSEDED SURVEY CONTROL FY2768 FY2768 NAD 27 - 36 27 38.49937(N) 078 18 35.12373(W) AD( ) 2 FY2768 NGVD 29 (07/10/92) 145.0 (m) 476. (f) VERT ANG FY2768 FY2768.Superseded values are not recommended for survey control. FY2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2768.See file dsdata.txt to determine how the superseded data were derived. FY2768 FY2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4109838430(NAD 83) FY2768_MARKER: DE = TRAVERSE STATION DISK FY2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2768_SP_SET: SQUARE CONCRETE MONUMENT FY2768_STAMPING: DREWRY 1933 FY2768_MARK LOGO: CGS FY2768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2768+STABILITY: SURFACE MOTION FY2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY2768+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY2768 FY2768 HISTORY - Date Condition Report By FY2768 HISTORY - 1933 MONUMENTED CGS FY2768 HISTORY - 1933 GOOD CGS FY2768 HISTORY - 1969 GOOD CGS FY2768 HISTORY - 19850101 GOOD NCGS FY2768 HISTORY - 20050416 GOOD USPSQD FY2768 FY2768 STATION DESCRIPTION FY2768 FY2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FY2768'AT DREWRY, 6 MILES WEST-NORTHWEST OF NORLINA, 10-1/2 MILES FY2768'NORTH-NORTHEAST OF HENDERSON, AND 6 MILES SOUTH OF VIRGINIA-NORTH FY2768'CAROLINA STATE LINE. TO REACH FROM MANSON WHICH IS 5 MILES FY2768'SOUTHWEST OF NORLINA AND 10 MILES NORTHEAST OF HENDERSON ON FY2768'UNITED STATES ROUTE 1, TAKE DIRT FORK LEADING NORTHEAST FROM WEST FY2768'SIDE OF RAILROAD STATION WITH ARROW DREWRY 3 MILES, PROCEED 2.95 FY2768'MILES TO MAIN CORNER AT DREWRY. TURN LEFT 0.15 MILE TO FY2768'CROSSROADS WITH WELL IN NORTHWEST ANGLE, TURN RIGHT (NORTH), AND FY2768'PROCEED 500 FEET TO DREWRY METHODIST EPISCOPAL CHURCH ON FY2768'WEST SIDE OF ROAD. STATION IS 119 FEET WEST OF CENTER LINE FY2768'OF ROAD, 59 FEET NORTH OF NORTHEAST CORNER OF CHURCH, 76.5 FY2768'FEET NORTHEAST OF NORTHWEST CORNER OF CHURCH, AND 17 FEET FY2768'NORTHEAST OF 6-INCH IRON PIPE WHICH PROTRUDES 12 INCHES ABOVE FY2768'GROUND. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK FY2768'STATION MARKS IN CONCRETE. REFERENCE MARKS FY2768'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS 26 FY2768'FEET WEST OF CENTER LINE OF DIRT ROAD, 225 FEET NORTH OF FY2768'ENTRANCE TO CHURCH, AND 186.90 FEET FROM STATION N 37 DEG 06 MIN E. FY2768'NO. 2 IS AT NORTH EDGE OF PINE WOODS, 60 FEET FY2768'SOUTHEAST OF SOUTHEAST CORNER OF ABANDONED STONE BUILDING, 100 FY2768'FEET SOUTH OF CENTER LINE OF ROAD TO RIDGEWAY, 60 FEET EAST OF FY2768'EAST EDGE OF SMALL CULTIVATED PLOT, AND APPROXIMATELY 0.5 MILE FY2768'FROM STATION S 44 DEG 53 MIN E. NO. 3 IS 91 FY2768'FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF CHURCH, 21 FEET WEST FY2768'OF CENTER LINE OF DIRT ROAD, AND 159.90 FEET FROM STATION FY2768'S 24 DEG 12 MIN E. FY2768 FY2768 STATION RECOVERY (1933) FY2768 FY2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 FY2768'RECOVERED IN GOOD CONDITION. FY2768 FY2768 STATION RECOVERY (1969) FY2768 FY2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY2768'THE STATION MARK, REFERENCE MARK 1, 2 AND 3 WERE FY2768'RECOVERED. HOWEVER REFERENCE MARK 1 IS SET ON A CUTBANK AND THE FY2768'BANK IS ERODED AND ONE SIDE OF THE MARK IS EXPOSED. A REFERENCE FY2768'MARK 4 WAS ESTABLISHED. REFERENCE MARK 2, USED FOR AN AZIMUTH FY2768'MARK WAS NOT VISIBLE FROM THE GROUND. A NEW AZIMUTH MARK WAS FY2768'ESTABLISHED. FOLLOWING IS A NEW COMPLETE DESCRIPTION. FY2768' FY2768'THE STATION IS IN THE NORTHWEST EDGE OF DREWRY, NEAR THE DREWRY FY2768'METHODIST CHURCH. FY2768' FY2768'STATION MARK IS A STANDARD DISK, STAMPED DREWRY 1933, SET IN FY2768'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 FY2768'INCHES ABOVE THE GROUND. IT IS 118.0 FEET WEST OF THE CENTERLINE FY2768'OF A PAVED ROAD, 59.3 FEET NORTH OF THE NORTHEAST CORNER OF THE FY2768'CHURCH AND 16.0 FEET SOUTH OF A FENCE. FY2768' FY2768'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DREWRY NO 1 1933, FY2768'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS FY2768'2 FEET TO THE EAST AND FLUSH TO THE WEST. IT IS 21.0 FEET FY2768'WEST OF THE CENTERLINE OF THE PAVED ROAD, 6.0 FEET EAST OF A FY2768'BOARD FENCE AND ABOUT THE SAME ELEVATION AS THE FY2768'STATION. FY2768' FY2768'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DREWRY NO 2 1933, SET FY2768'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 FY2768'INCH ABOVE THE GROUND. IT IS 53.0 FEET SOUTHEAST OF THE NORTHEAST FY2768'CORNER OF A HAY SHED AND 39.0 FEET SOUTH OF THE CENTERLINE OF FY2768'A PAVED ROAD. FY2768' FY2768'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DREWRY NO 3 1933, FY2768'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS FY2768'6 INCHES ABOVE THE GROUND. IT IS 91.0 FEET SOUTHEAST OF THE FY2768'SOUTHEAST CORNER OF THE CHURCH, 43.0 FEET EAST OF THE CENTERLINE FY2768'OF THE DRIVEWAY TO THE CHURCH, 25.0 FEET WEST OF THE CENTERLINE FY2768'OF THE PAVED ROAD AND ABOUT 3 FEET LOWER THAN THE FY2768'STATION. FY2768' FY2768'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DREWRY 1933 NO 4 FY2768'1968, CEMENTED IN A DRILL HOLE NEAR THE NORTH EDGE OF THE FY2768'BOTTOM STEP LEADING TO THE CHURCH. IT IS 71.0 FEET SOUTH OF FY2768'THE FENCE, 41.0 FEET WEST OF THE NORTHEAST CORNER OF THE CHURCH, FY2768'0.7 FOOT SOUTH OF THE NORTH EDGE OF THE STEP AND ABOUT 2 FEET FY2768'LOWER THAN THE STATION. (DESC.) FY2768' FY2768'AZIMUTH MARK IS A STANDARD DISK, STAMPED DREWRY 1933 1968, SET FY2768'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FY2768'THAT PROJECTS 3 INCHES ABOVE THE GROUND. IT IS 330.0 FEET FY2768'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE DREWRY FIRE FY2768'STATION, 149.0 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD FY2768'AND 1.1 FEET EAST OF A WITNESS POST. FY2768' FY2768'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05 FY2768'MILE TO A CROSSROAD. TURN LEFT AND GO EAST FOR 0.05 MILE TO FY2768'A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON GRAVELED ROAD FY2768'FOR 0.1 MILE TO THE MARK ON THE RIGHT. FY2768' FY2768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FY2768'IN NORTHWEST PART OF DREWRY. FY2768 FY2768 STATION RECOVERY (1985) FY2768 FY2768'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FY2768'STATION WAS RECOVERED AT THIS DATE. REFERENCE MARK 1, REFERENCE MARK FY2768'4, AND THE AZIMUTH MARK WERE ALSO FOUND AS DESCRIBED, ONLY REFERENCE FY2768'MARK 1 IS NOW PROJECTING 2.5 FEET ABOVE THE GROUND. REFERENCE MARK 2, FY2768'AND REFERENCE MARK 3 WERE SEARCHED FOR BUT NOT FOUND, AND ARE LIKELY FY2768'LOST. LINE OF SIGHT TO THE AZIMUTH MARK IS BLOCKED FROM GROUND AND FY2768'NCGS CHIMNEY 1985 MUST NOW BE USED AS AN AZIMUTH FOR THE STATION. FY2768'STATION IS A STANDARD CGS DISK STAMPED---DREWRY 1933---, SET INTO THE FY2768'TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 7 CM ABOVE FY2768'GROUND. LOCATED 34.75 METERS (114.0 FT) WEST FROM THE CENTERLINE OF FY2768'SR 1369 (KERR DAM ROAD), 18.10 METERS (59.4 FT) NORTH-NORTHEAST FROM FY2768'THE NORTHEAST CORNER OF DREWRY METHODIST CHURCH, 28.32 METERS FY2768'(92.9 FT) NORTHWEST FROM A POWER SERVICE POLE WITH REFERENCE TAG, AND FY2768'8.72 METERS (28.6 FT) SOUTHEAST FROM A 4-INCH CEDAR. FY2768'ALL OTHER MARKS ARE ADEQUATELY DESCRIBED. FY2768 FY2768 STATION RECOVERY (2005) FY2768 FY2768'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY2768'N 36 27.652 FY2768'W 078 18.565 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4446 *********************************************************************** FY4446 DESIGNATION - DRIVE FY4446 PID - FY4446 FY4446 STATE/COUNTY- NC/VANCE FY4446 USGS QUAD - JOHN H KERR DAM (1981) FY4446 FY4446 *CURRENT SURVEY CONTROL FY4446 ___________________________________________________________________ FY4446* NAD 83(1986)- 36 32 17.37815(N) 078 21 02.42482(W) ADJUSTED FY4446* NAVD 88 - 102.9 (meters) 338. (feet) VERTCON FY4446 ___________________________________________________________________ FY4446 LAPLACE CORR- -6.96 (seconds) DEFLEC99 FY4446 GEOID HEIGHT- -32.51 (meters) GEOID03 FY4446 FY4446 HORZ ORDER - SECOND FY4446 FY4446.The North Carolina HARNS have been completed but, FY4446.due to contractual restrictions, coordinates for these stations FY4446.will NOT be published in the near future. In the interim, the FY4446.published coordinates in North Carolina will not be FY4446.consistent with the Continuously Operating Reference Stations FY4446.(CORS). The HARN coordinates for these stations are available FY4446.upon request. Contact Gary Thompson(919-733-3836). FY4446. FY4446.In addition, the published North Carolina positions FY4446.(NAD 83 (1986)) are NOT consistent with those determined in FY4446.adjacent state readjustments. The discontinuity between stations FY4446.located in North Carolina and those in adjacent states FY4446.which have been adjusted to the HARN may be as much as 5 FY4446.decimeters. This will result in a significant loss of accuracy FY4446.over lines crossing such state borders. FY4446 FY4446 FY4446.The horizontal coordinates were established by classical geodetic methods FY4446.and adjusted by the National Geodetic Survey in July 1992. FY4446 FY4446.The NAVD 88 height was computed by applying the VERTCON shift value to FY4446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4446 FY4446.The Laplace correction was computed from DEFLEC99 derived deflections. FY4446 FY4446.The geoid height was determined by GEOID03. FY4446 FY4446; North East Units Scale Factor Converg. FY4446;SPC NC - 309,509.378 667,753.379 MT 1.00012490 +0 22 29.2 FY4446;SPC NC - 1,015,448.68 2,190,787.54 sFT 1.00012490 +0 22 29.2 FY4446;UTM 17 - 4,046,906.887 737,169.472 MT 1.00029307 +1 34 40.9 FY4446 FY4446! - Elev Factor x Scale Factor = Combined Factor FY4446!SPC NC - 0.99998896 x 1.00012490 = 1.00011385 FY4446!UTM 17 - 0.99998896 x 1.00029307 = 1.00028202 FY4446 FY4446 SUPERSEDED SURVEY CONTROL FY4446 FY4446 NGVD 29 (07/10/92) 103.2 (m) 339. (f) VERT ANG FY4446 FY4446.Superseded values are not recommended for survey control. FY4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4446.See file dsdata.txt to determine how the superseded data were derived. FY4446 FY4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3716946907(NAD 83) FY4446_MARKER: DH = HORIZONTAL CONTROL DISK FY4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4446_SP_SET: CONCRETE POST FY4446_STAMPING: DRIVE 1985 FY4446_MARK LOGO: NCGS FY4446_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4446+STABILITY: SURFACE MOTION FY4446 FY4446 HISTORY - Date Condition Report By FY4446 HISTORY - 1985 MONUMENTED NCGS FY4446 FY4446 STATION DESCRIPTION FY4446 FY4446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4446'STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTHEAST OF TOWNSVILLE AND FY4446'23.5 KM (14.60 MI) NORTH OF HENDERSON. FY4446'ALONG SR 1359 (ROAD TO HENDERSON POINT) FOR 0.4 KM (0.25 MI) FY4446'WEST-NORTHWEST FROM THE ENTRANCE TO HENDERSON POINT STATE PARK, OR 1.9 FY4446'KM (1.15 MI) EAST-SOUTHEAST OF SR 1356 INTERSECTION, AT A GRAVEL LANE FY4446'TO A GROUP OF SUMMER RESIDENCES. FY4446'MARK IS A STANDARD NCGS DISK STAMPED---DRIVE 1985---, SET INTO THE TOP FY4446'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM BELOW FY4446'GROUND. LOCATED 12.50 METERS (41.0 FT) NORTH-NORTHEAST FROM THE FY4446'CENTERLINE OF ROAD, 8.22 METERS (27.0 FT) EAST-SOUTHEAST FROM THE FY4446'CENTERLINE OF LANE, 7.37 METERS (24.2 FT) NORTHEAST FROM THE EAST END FY4446'OF CULVERT UNDER LANE, 22.98 METERS (75.4 FT) SOUTH FROM A POWER POLE FY4446'WITH REFERENCE TAG, 4.81 METERS (15.8 FT) SOUTH-SOUTHEAST FROM AN 8 FY4446'INCH PINE, AND 40.17 METERS (131.8 FT) EAST FROM A TELEPHONE PEDESTAL FY4446'(34 S). FY4446'MARK IS 3 FEET ABOVE HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2846 *********************************************************************** FY2846 DESIGNATION - E JOHNSON FY2846 PID - FY2846 FY2846 STATE/COUNTY- NC/VANCE FY2846 USGS QUAD - HENDERSON (1982) FY2846 FY2846 *CURRENT SURVEY CONTROL FY2846 ___________________________________________________________________ FY2846* NAD 83(1986)- 36 15 27.73289(N) 078 25 31.16207(W) ADJUSTED FY2846* NAVD 88 - 129.3 (meters) 424. (feet) VERTCON FY2846 ___________________________________________________________________ FY2846 LAPLACE CORR- -7.23 (seconds) DEFLEC99 FY2846 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2846 FY2846 HORZ ORDER - SECOND FY2846 FY2846.The North Carolina HARNS have been completed but, FY2846.due to contractual restrictions, coordinates for these stations FY2846.will NOT be published in the near future. In the interim, the FY2846.published coordinates in North Carolina will not be FY2846.consistent with the Continuously Operating Reference Stations FY2846.(CORS). The HARN coordinates for these stations are available FY2846.upon request. Contact Gary Thompson(919-733-3836). FY2846. FY2846.In addition, the published North Carolina positions FY2846.(NAD 83 (1986)) are NOT consistent with those determined in FY2846.adjacent state readjustments. The discontinuity between stations FY2846.located in North Carolina and those in adjacent states FY2846.which have been adjusted to the HARN may be as much as 5 FY2846.decimeters. This will result in a significant loss of accuracy FY2846.over lines crossing such state borders. FY2846 FY2846 FY2846.The horizontal coordinates were established by classical geodetic methods FY2846.and adjusted by the National Geodetic Survey in July 1986. FY2846 FY2846.The NAVD 88 height was computed by applying the VERTCON shift value to FY2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2846 FY2846.The Laplace correction was computed from DEFLEC99 derived deflections. FY2846 FY2846.The geoid height was determined by GEOID03. FY2846 FY2846; North East Units Scale Factor Converg. FY2846;SPC NC - 278,345.084 661,248.222 MT 1.00002668 +0 19 54.1 FY2846;SPC NC - 913,203.83 2,169,445.21 sFT 1.00002668 +0 19 54.1 FY2846;UTM 17 - 4,015,607.125 731,315.811 MT 1.00025932 +1 31 24.2 FY2846 FY2846! - Elev Factor x Scale Factor = Combined Factor FY2846!SPC NC - 0.99998484 x 1.00002668 = 1.00001152 FY2846!UTM 17 - 0.99998484 x 1.00025932 = 1.00024415 FY2846 FY2846: Primary Azimuth Mark Grid Az FY2846:SPC NC - POND 216 20 52.5 FY2846:UTM 17 - POND 215 09 22.4 FY2846 FY2846|---------------------------------------------------------------------| FY2846| PID Reference Object Distance Geod. Az | FY2846| dddmmss.s | FY2846| FY2736 POND APPROX. 1.1 KM 2164046.6 | FY2846|---------------------------------------------------------------------| FY2846 FY2846 SUPERSEDED SURVEY CONTROL FY2846 FY2846 NAD 27 - 36 15 27.20206(N) 078 25 32.16901(W) AD( ) 2 FY2846 NGVD 29 (07/19/86) 129.6 (m) 425. (f) VERT ANG FY2846 FY2846.Superseded values are not recommended for survey control. FY2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2846.See file dsdata.txt to determine how the superseded data were derived. FY2846 FY2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3131615607(NAD 83) FY2846_MARKER: DE = TRAVERSE STATION DISK FY2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2846_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2846_MAGNETIC: N = NO MAGNETIC MATERIAL FY2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2846+STABILITY: SURFACE MOTION FY2846 FY2846 HISTORY - Date Condition Report By FY2846 HISTORY - 1976 MONUMENTED NCGS FY2846 FY2846 STATION DESCRIPTION FY2846 FY2846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2846'E JOHNSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2846'APPROXIMATELY 2.6 MILES NORTH-NORTHEAST OF KITTRELL AND 5.2 MILES FY2846'SOUTH-SOUTHWEST OF HENDERSON, NORTH CAROLINA. FY2846' FY2846'TO REACH STATION FROM THE US 1 BYPASS OVERPASS OF US 1 BUSINESS SOUTH FY2846'OF HENDERSON, PROCEED SOUTHWESTERLY ALONG US 1 BYPASS FOR 1.5 MILES TO FY2846'STATION ON THE RIGHT, AT A DIRT DRIVEWAY TO J. B. JOHNSONS ONE STORY FY2846'BRICK HOUSE, AND 0.3 MILE NORTHEAST OF SR 1114 CROSSROAD. FY2846' FY2846'STATION MARK IS A STANDARD BRASS DISK, STAMPED---E JOHNSON 1976---, FY2846'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH FY2846'THE SURFACE OF THE GROUND. THE MARK IS 56.9 FEET NORTHWEST OF THE FY2846'CENTERLINE OF US 1, 56.3 FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, FY2846'33.7 FEET EAST OF 4 INCH PINE WITH ALUMINUM TAG, 37.4 FEET SOUTHEAST FY2846'OF 6 INCH PINE WITH ALUMINUM TAG, AND 48.9 FEET SOUTH-SOUTHEAST OF 12 FY2846'INCH PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2777 *********************************************************************** FY2777 DESIGNATION - ESSO FY2777 PID - FY2777 FY2777 STATE/COUNTY- NC/VANCE FY2777 USGS QUAD - VICKSBORO (1970) FY2777 FY2777 *CURRENT SURVEY CONTROL FY2777 ___________________________________________________________________ FY2777* NAD 83(1986)- 36 21 44.98088(N) 078 22 27.79357(W) ADJUSTED FY2777* NAVD 88 - 151.5 (meters) 497. (feet) VERTCON FY2777 ___________________________________________________________________ FY2777 LAPLACE CORR- -6.52 (seconds) DEFLEC99 FY2777 GEOID HEIGHT- -32.74 (meters) GEOID03 FY2777 FY2777 HORZ ORDER - SECOND FY2777 FY2777.The North Carolina HARNS have been completed but, FY2777.due to contractual restrictions, coordinates for these stations FY2777.will NOT be published in the near future. In the interim, the FY2777.published coordinates in North Carolina will not be FY2777.consistent with the Continuously Operating Reference Stations FY2777.(CORS). The HARN coordinates for these stations are available FY2777.upon request. Contact Gary Thompson(919-733-3836). FY2777. FY2777.In addition, the published North Carolina positions FY2777.(NAD 83 (1986)) are NOT consistent with those determined in FY2777.adjacent state readjustments. The discontinuity between stations FY2777.located in North Carolina and those in adjacent states FY2777.which have been adjusted to the HARN may be as much as 5 FY2777.decimeters. This will result in a significant loss of accuracy FY2777.over lines crossing such state borders. FY2777 FY2777 FY2777.The horizontal coordinates were established by classical geodetic methods FY2777.and adjusted by the National Geodetic Survey in July 1986. FY2777 FY2777.The NAVD 88 height was computed by applying the VERTCON shift value to FY2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2777 FY2777.The Laplace correction was computed from DEFLEC99 derived deflections. FY2777 FY2777.The geoid height was determined by GEOID03. FY2777 FY2777; North East Units Scale Factor Converg. FY2777;SPC NC - 290,001.151 665,752.537 MT 1.00006054 +0 21 39.9 FY2777;SPC NC - 951,445.44 2,184,223.12 sFT 1.00006054 +0 21 39.9 FY2777;UTM 17 - 4,027,357.202 735,577.234 MT 1.00028382 +1 33 26.7 FY2777 FY2777! - Elev Factor x Scale Factor = Combined Factor FY2777!SPC NC - 0.99998136 x 1.00006054 = 1.00004190 FY2777!UTM 17 - 0.99998136 x 1.00028382 = 1.00026517 FY2777 FY2777: Primary Azimuth Mark Grid Az FY2777:SPC NC - SIGN 221 59 15.1 FY2777:UTM 17 - SIGN 220 47 28.3 FY2777 FY2777|---------------------------------------------------------------------| FY2777| PID Reference Object Distance Geod. Az | FY2777| dddmmss.s | FY2777| FY2827 SIGN APPROX. 0.6 KM 2222055.0 | FY2777|---------------------------------------------------------------------| FY2777 FY2777 SUPERSEDED SURVEY CONTROL FY2777 FY2777 NAD 27 - 36 21 44.45834(N) 078 22 28.79994(W) AD( ) 2 FY2777 NGVD 29 (07/19/86) 151.8 (m) 498. (f) VERT ANG FY2777 FY2777.Superseded values are not recommended for survey control. FY2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2777.See file dsdata.txt to determine how the superseded data were derived. FY2777 FY2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3557727357(NAD 83) FY2777_MARKER: DE = TRAVERSE STATION DISK FY2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2777_STAMPING: ESSO 1969 FY2777_MARK LOGO: NCGS FY2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2777+STABILITY: SURFACE MOTION FY2777 FY2777 HISTORY - Date Condition Report By FY2777 HISTORY - 1969 MONUMENTED NCGS FY2777 FY2777 STATION DESCRIPTION FY2777 FY2777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2777'ESSO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2777'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2777' FY2777'ESSO IS LOCATED APPROXIMATELY 1.7 MILES NNE OF HENDERSON. TO FY2777'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND U.S. 1, FY2777'GO SOUTH ALONG I-85 FOR 1.1 MILE TO STATION ON OVERPASS OF FY2777'SATTERWHITE RD. (SR 1319). STATION IS APPROXIMATELY 150 FEET FY2777'NORTH OF BRIDGE, ON WEST SIDE OF ROAD, AND 2.5 MILES NORTH ALONG FY2777'I-85 FROM INTERSECTION OF NC 39 WITH I-85. FY2777' FY2777'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2777'ESSO 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2777'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2777' FY2777'MARK IS FY2777' FY2777'20.2 FT W OF C/L OF SATTERWHITE RD. (SR 1319) FY2777' FY2777'141.0 FT N OF NW BRIDGE RAIL FY2777' FY2777'133.0 FT N OF 4X4 BRIDGE SIGNAL, AND WITH ALUMINUM REF. TAG FY2777' FY2777'3.0 FT E OF 4TH GUARD RAIL POST FROM N END FY2777' FY2777'72.0 FT S OF STOP SIGN ON OXFORD EXIT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1810 *********************************************************************** FY1810 DESIGNATION - FABRIC FY1810 PID - FY1810 FY1810 STATE/COUNTY- NC/VANCE FY1810 USGS QUAD - HENDERSON (1982) FY1810 FY1810 *CURRENT SURVEY CONTROL FY1810 ___________________________________________________________________ FY1810* NAD 83(1986)- 36 19 09.75257(N) 078 28 44.31161(W) ADJUSTED FY1810* NAVD 88 - 132.530 (meters) 434.81 (feet) ADJUSTED FY1810 ___________________________________________________________________ FY1810 LAPLACE CORR- -8.20 (seconds) DEFLEC99 FY1810 GEOID HEIGHT- -32.36 (meters) GEOID03 FY1810 DYNAMIC HT - 132.422 (meters) 434.45 (feet) COMP FY1810 MODELED GRAV- 979,816.7 (mgal) NAVD 88 FY1810 FY1810 HORZ ORDER - SECOND FY1810 VERT ORDER - SECOND CLASS I FY1810 FY1810.The North Carolina HARNS have been completed but, FY1810.due to contractual restrictions, coordinates for these stations FY1810.will NOT be published in the near future. In the interim, the FY1810.published coordinates in North Carolina will not be FY1810.consistent with the Continuously Operating Reference Stations FY1810.(CORS). The HARN coordinates for these stations are available FY1810.upon request. Contact Gary Thompson(919-733-3836). FY1810. FY1810.In addition, the published North Carolina positions FY1810.(NAD 83 (1986)) are NOT consistent with those determined in FY1810.adjacent state readjustments. The discontinuity between stations FY1810.located in North Carolina and those in adjacent states FY1810.which have been adjusted to the HARN may be as much as 5 FY1810.decimeters. This will result in a significant loss of accuracy FY1810.over lines crossing such state borders. FY1810 FY1810 FY1810.The horizontal coordinates were established by classical geodetic methods FY1810.and adjusted by the National Geodetic Survey in July 1986. FY1810 FY1810.The orthometric height was determined by differential leveling FY1810.and adjusted by the National Geodetic Survey in June 1991. FY1810 FY1810.The Laplace correction was computed from DEFLEC99 derived deflections. FY1810 FY1810.The geoid height was determined by GEOID03. FY1810 FY1810.The dynamic height is computed by dividing the NAVD 88 FY1810.geopotential number by the normal gravity value computed on the FY1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1810.degrees latitude (g = 980.6199 gals.). FY1810 FY1810.The modeled gravity was interpolated from observed gravity values. FY1810 FY1810; North East Units Scale Factor Converg. FY1810;SPC NC - 285,162.036 656,390.514 MT 1.00004620 +0 18 02.6 FY1810;SPC NC - 935,569.11 2,153,507.88 sFT 1.00004620 +0 18 02.6 FY1810;UTM 17 - 4,022,322.915 726,316.253 MT 1.00023111 +1 29 37.7 FY1810 FY1810! - Elev Factor x Scale Factor = Combined Factor FY1810!SPC NC - 0.99998428 x 1.00004620 = 1.00003048 FY1810!UTM 17 - 0.99998428 x 1.00023111 = 1.00021539 FY1810 FY1810: Primary Azimuth Mark Grid Az FY1810:SPC NC - CREWS 281 54 56.2 FY1810:UTM 17 - CREWS 280 43 21.1 FY1810 FY1810|---------------------------------------------------------------------| FY1810| PID Reference Object Distance Geod. Az | FY1810| dddmmss.s | FY1810| FY1811 CREWS APPROX. 1.1 KM 2821258.8 | FY1810|---------------------------------------------------------------------| FY1810 FY1810 SUPERSEDED SURVEY CONTROL FY1810 FY1810 NAD 27 - 36 19 09.23025(N) 078 28 45.31338(W) AD( ) 2 FY1810 NGVD 29 (03/05/92) 132.812 (m) 435.73 (f) ADJUSTED 2 1 FY1810 FY1810.Superseded values are not recommended for survey control. FY1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1810.See file dsdata.txt to determine how the superseded data were derived. FY1810 FY1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2631622323(NAD 83) FY1810_MARKER: DE = TRAVERSE STATION DISK FY1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1810_SP_SET: CONCRETE POST FY1810_STAMPING: FABRIC 1971 FY1810_MARK LOGO: NCGS FY1810_PROJECTION: PROJECTING 3 CENTIMETERS FY1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1810+STABILITY: SURFACE MOTION FY1810 FY1810 HISTORY - Date Condition Report By FY1810 HISTORY - 1971 MONUMENTED NCGS FY1810 HISTORY - 1977 GOOD NCGS FY1810 HISTORY - 1978 GOOD NCGS FY1810 FY1810 STATION DESCRIPTION FY1810 FY1810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1810'FABRIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FY1810'VICINITY OF HENDERSON, NORTH CAROLINA. FY1810' FY1810'FABRIC IS LOCATED APPROXIMATELY 4.4 MILES WEST OF HENDERSON. TO FY1810'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND US 158. GO FY1810'NORTHEAST ALONG I-85 FOR 3.85 MILES TO STATION ON RIGHT (SE FY1810'SIDE OF I-85) ON TOP OF HIGH BANK. AND 1.85 MILES SOUTHWEST OF FY1810'INTERSECTION OF I-85 AND SR 1128. FY1810' FY1810'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FABRIC FY1810'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FY1810'INCH ABOVE THE GROUND. FY1810' FY1810'MARK IS FY1810'103.6 FEET S OF C/L OF N BOUND LANE OF I-85. FY1810'7.7 FEET N OF ALUMINUM REF. TAG ON 15 INCH WALNUT TREE. FY1810'26.2 FEET NNW OF ALUMINUM REF. TAG ON SECURITY FENCE POST. FY1810'97.9 FEET NW OF ALUMINUM REF. TAG ON SECURITY FENCE POST WITH TWO FY1810'BRACES. FY1810'37.8 FEET ENE OF ALUMINUM REF. TAG ON SECURITY FENCE POST. FY1810'26.8 FEET ESE OF ALUMINUM REF. TAG ON 3 INCH DOGWOOD TREE. FY1810 FY1810 STATION RECOVERY (1977) FY1810 FY1810'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1810'4.4 MI WEST FROM HENDERSON. FY1810'STATION IS LOCATED ON SOUTH SIDE OF I 85 APPROXIMATELY 1.8 MILE EAST FY1810'OF THE GRANVILLE VANCE COUNTY LINE, 0.65 MILE EAST OF SR 1126 OVERPASS FY1810'AND ON TOP OF CUT, 0.15 MILE WEST OF I 85 CULVERT SERVING A SMALL FY1810'CREEK, 103.6 FT. SOUTH OF CENTERLINE OF NORTH BOUND LANE OF I 85, 6.5 FY1810'FT. NORTH NORTHEAST OF 15 INCH WALNUT WITH ALUMINUM REF. TAG, 26.2 FT. FY1810'NORTH NORTHWEST OF FENCE POST WITH ALUMINUM REF. TAG, 97.9 FT. WEST FY1810'NORTHWEST OF FENCE POST WITH TWO BRACES AND ALUMINUM REF. TAG, 37.8 FY1810'FT. EAST NORTHEAST OF FENCE POST WITH ALUMINUM REF. TAG AND 26.4 FT. FY1810'EAST SOUTHEAST OF 3 INCH DOGWOOD WITH ALUMINUM REF. TAG. FY1810 FY1810 STATION RECOVERY (1978) FY1810 FY1810'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1810'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1810'DESCRIPTION FOLLOWS. FY1810' FY1810'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES WEST OF HENDERSON. FY1810' FY1810'STATION IS LOCATED ON THE SOUTH SIDE OF I-85 APPROXIMATELY 1.8 MILES FY1810'EAST OF THE GRANVILLE-VANCE COUNTY LINE, 0.65 MILE EAST OF SR 1126 FY1810'OVERPASS AND ON TOP OF CUT, 0.15 MILE WEST OF I-85 CULVERT SERVING A FY1810'SMALL CREEK. FY1810' FY1810'STATION MARK IS A STANDARD DISK STAMPED---FABRIC 1971---, SET IN THE FY1810'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE. FY1810'THE MARK IS 103.6 FEET SOUTH OF THE CENTERLINE OF NORTH BOUND LANE OF FY1810'I-85, 6.5 FEET NORTHEAST OF 15 INCH WALNUT WITH REFERENCE TAG, 26.2 FY1810'FEET NORTH-NORTHWEST OF FENCE POST WITH REFERENCE TAG, 97.9 FEET FY1810'WEST-NORTHWEST OF FENCE POST WITH TWO BRACES AND REFERENCE TAG, 37.8 FY1810'FEET EAST-NORTHEAST OF FENCE POST WITH REFERENCE TAG AND 26.4 FEET FY1810'EAST-SOUTHEAST OF 3 INCH DOGWOOD WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2800 *********************************************************************** FY2800 DESIGNATION - FARM FY2800 PID - FY2800 FY2800 STATE/COUNTY- NC/VANCE FY2800 USGS QUAD - VICKSBORO (1970) FY2800 FY2800 *CURRENT SURVEY CONTROL FY2800 ___________________________________________________________________ FY2800* NAD 83(1986)- 36 16 16.32216(N) 078 21 20.10114(W) ADJUSTED FY2800* NAVD 88 - 145.9 (meters) 479. (feet) VERTCON FY2800 ___________________________________________________________________ FY2800 LAPLACE CORR- -6.46 (seconds) DEFLEC99 FY2800 GEOID HEIGHT- -32.97 (meters) GEOID03 FY2800 FY2800 HORZ ORDER - SECOND FY2800 FY2800.The North Carolina HARNS have been completed but, FY2800.due to contractual restrictions, coordinates for these stations FY2800.will NOT be published in the near future. In the interim, the FY2800.published coordinates in North Carolina will not be FY2800.consistent with the Continuously Operating Reference Stations FY2800.(CORS). The HARN coordinates for these stations are available FY2800.upon request. Contact Gary Thompson(919-733-3836). FY2800. FY2800.In addition, the published North Carolina positions FY2800.(NAD 83 (1986)) are NOT consistent with those determined in FY2800.adjacent state readjustments. The discontinuity between stations FY2800.located in North Carolina and those in adjacent states FY2800.which have been adjusted to the HARN may be as much as 5 FY2800.decimeters. This will result in a significant loss of accuracy FY2800.over lines crossing such state borders. FY2800 FY2800 FY2800.The horizontal coordinates were established by classical geodetic methods FY2800.and adjusted by the National Geodetic Survey in July 1986. FY2800 FY2800.The NAVD 88 height was computed by applying the VERTCON shift value to FY2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2800 FY2800.The Laplace correction was computed from DEFLEC99 derived deflections. FY2800 FY2800.The geoid height was determined by GEOID03. FY2800 FY2800; North East Units Scale Factor Converg. FY2800;SPC NC - 279,881.262 667,505.965 MT 1.00003085 +0 22 19.0 FY2800;SPC NC - 918,243.77 2,189,975.82 sFT 1.00003085 +0 22 19.0 FY2800;UTM 17 - 4,017,273.614 737,541.777 MT 1.00029529 +1 33 54.7 FY2800 FY2800! - Elev Factor x Scale Factor = Combined Factor FY2800!SPC NC - 0.99998227 x 1.00003085 = 1.00001312 FY2800!UTM 17 - 0.99998227 x 1.00029529 = 1.00027756 FY2800 FY2800: Primary Azimuth Mark Grid Az FY2800:SPC NC - WESTERN 105 18 19.5 FY2800:UTM 17 - WESTERN 104 06 43.8 FY2800 FY2800|---------------------------------------------------------------------| FY2800| PID Reference Object Distance Geod. Az | FY2800| dddmmss.s | FY2800| FY2799 WESTERN APPROX. 0.6 KM 1054038.5 | FY2800| FY2801 BOYD 409.419 METERS 3053820.7 | FY2800|---------------------------------------------------------------------| FY2800 FY2800 SUPERSEDED SURVEY CONTROL FY2800 FY2800 NAD 27 - 36 16 15.79192(N) 078 21 21.11399(W) AD( ) 2 FY2800 NGVD 29 (07/19/86) 146.2 (m) 480. (f) VERT ANG FY2800 FY2800.Superseded values are not recommended for survey control. FY2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2800.See file dsdata.txt to determine how the superseded data were derived. FY2800 FY2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3754217274(NAD 83) FY2800_MARKER: DE = TRAVERSE STATION DISK FY2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2800_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2800_MAGNETIC: N = NO MAGNETIC MATERIAL FY2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2800+STABILITY: SURFACE MOTION FY2800 FY2800 HISTORY - Date Condition Report By FY2800 HISTORY - 1976 MONUMENTED NCGS FY2800 HISTORY - 1985 GOOD USPSQD FY2800 HISTORY - 1987 GOOD USPSQD FY2800 FY2800 STATION DESCRIPTION FY2800 FY2800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2800'FARM IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2800'VICINITY OF GILLBURG AND APPROXIMATELY 4.8 MILES SOUTHEAST OF FY2800'HENDERSON, NORTH CAROLINA. FY2800' FY2800'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2800'PROCEED SOUTHEASTERLY ALONG NC 39 FOR 0.85 MILE TO STATION ON THE FY2800'RIGHT, AND AT THE SOUTHEAST SIDE OF A DIRT FARM ROAD LEADING SOUTHWEST FY2800', 0.90 MILE NORTHWEST OF T INTERSECTION WITH SR 1543 (EAST-NORTHEAST). FY2800' FY2800'STATION MARK IS A STANDARD BRASS DISK, STAMPED---FARM 1976---, SET IN FY2800'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2800'SURFACE OF THE GROUND. THE MARK IS 35.8 FEET SOUTHWEST OF THE FY2800'CENTERLINE OF NC 39, 12.4 FEET SOUTHEAST OF THE CENTERLINE OF FARM FY2800'ROAD, 99.2 FEET SOUTHEAST OF TELEPHONE POLE NO.87 WITH ALUMINUM TAG, FY2800'117.0 FEET SOUTH-SOUTHEAST OF POWER POLE WITH ALUMINUM TAG, 33.6 FEET FY2800'EAST OF 12 INCH CEDAR WITH ALUMINUM TAG, AND 92.4 FEET SOUTH OF 18 FY2800'INCH OAK WITH ALUMINUM TAG. FY2800 FY2800 STATION RECOVERY (1985) FY2800 FY2800'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2800'RECOVERED IN GOOD CONDITION. FY2800 FY2800 STATION RECOVERY (1987) FY2800 FY2800'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY2800'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2808 *********************************************************************** FY2808 DESIGNATION - FENCE FY2808 PID - FY2808 FY2808 STATE/COUNTY- NC/VANCE FY2808 USGS QUAD - HENDERSON (1982) FY2808 FY2808 *CURRENT SURVEY CONTROL FY2808 ___________________________________________________________________ FY2808* NAD 83(1986)- 36 20 21.32604(N) 078 25 43.02331(W) ADJUSTED FY2808* NAVD 88 - 132.9 (meters) 436. (feet) VERTCON FY2808 ___________________________________________________________________ FY2808 LAPLACE CORR- -7.33 (seconds) DEFLEC99 FY2808 GEOID HEIGHT- -32.55 (meters) GEOID03 FY2808 FY2808 HORZ ORDER - SECOND FY2808 FY2808.The North Carolina HARNS have been completed but, FY2808.due to contractual restrictions, coordinates for these stations FY2808.will NOT be published in the near future. In the interim, the FY2808.published coordinates in North Carolina will not be FY2808.consistent with the Continuously Operating Reference Stations FY2808.(CORS). The HARN coordinates for these stations are available FY2808.upon request. Contact Gary Thompson(919-733-3836). FY2808. FY2808.In addition, the published North Carolina positions FY2808.(NAD 83 (1986)) are NOT consistent with those determined in FY2808.adjacent state readjustments. The discontinuity between stations FY2808.located in North Carolina and those in adjacent states FY2808.which have been adjusted to the HARN may be as much as 5 FY2808.decimeters. This will result in a significant loss of accuracy FY2808.over lines crossing such state borders. FY2808 FY2808 FY2808.The horizontal coordinates were established by classical geodetic methods FY2808.and adjusted by the National Geodetic Survey in July 1986. FY2808 FY2808.The NAVD 88 height was computed by applying the VERTCON shift value to FY2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2808 FY2808.The Laplace correction was computed from DEFLEC99 derived deflections. FY2808 FY2808.The geoid height was determined by GEOID03. FY2808 FY2808; North East Units Scale Factor Converg. FY2808;SPC NC - 287,393.146 660,900.028 MT 1.00005274 +0 19 47.2 FY2808;SPC NC - 942,889.01 2,168,302.84 sFT 1.00005274 +0 19 47.2 FY2808;UTM 17 - 4,024,647.948 730,779.169 MT 1.00025625 +1 31 27.8 FY2808 FY2808! - Elev Factor x Scale Factor = Combined Factor FY2808!SPC NC - 0.99998425 x 1.00005274 = 1.00003699 FY2808!UTM 17 - 0.99998425 x 1.00025625 = 1.00024050 FY2808 FY2808: Primary Azimuth Mark Grid Az FY2808:SPC NC - TEXACO 088 03 15.6 FY2808:UTM 17 - TEXACO 086 51 35.0 FY2808 FY2808|---------------------------------------------------------------------| FY2808| PID Reference Object Distance Geod. Az | FY2808| dddmmss.s | FY2808| FY2828 TEXACO APPROX. 1.6 KM 0882302.8 | FY2808|---------------------------------------------------------------------| FY2808 FY2808 SUPERSEDED SURVEY CONTROL FY2808 FY2808 NAD 27 - 36 20 20.80235(N) 078 25 44.02509(W) AD( ) 2 FY2808 NGVD 29 (07/19/86) 133.2 (m) 437. (f) VERT ANG FY2808 FY2808.Superseded values are not recommended for survey control. FY2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2808.See file dsdata.txt to determine how the superseded data were derived. FY2808 FY2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3077924648(NAD 83) FY2808_MARKER: DE = TRAVERSE STATION DISK FY2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2808_STAMPING: FENCE 1969 FY2808_MARK LOGO: NCGS FY2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2808+STABILITY: SURFACE MOTION FY2808 FY2808 HISTORY - Date Condition Report By FY2808 HISTORY - 1969 MONUMENTED NCGS FY2808 HISTORY - 1971 SEE DESCRIPTION NCGS FY2808 FY2808 STATION DESCRIPTION FY2808 FY2808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2808'FENCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2808'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2808' FY2808'FENCE IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF FY2808'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2808'NC 39 WITH U.S. 158 BYPASS (TO BE I-85), GO SOUTHWEST ON U.S. 158 FY2808'BYPASS FOR 1.1 MILES TO STATION. WHICH IS ON THE NORTHWEST SIDE FY2808'OF U.S. 158 BYPASS, ON TOP OF ABOUT A 10 FOOT BANK AND 0.65 MILE FY2808'EAST OF RR CROSSING U.S. 158. FY2808' FY2808'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2808'FENCE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2808'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2808' FY2808'MARK IS FY2808' FY2808'25.4 FT NW OF S EDGE OF BANK ON N SIDE OF U.S. 158 BYPASS FY2808' FY2808'5.0 FT SW OF HIGHWAY R/W MARKER FY2808' FY2808'31.2 FT S OF HIGHWAY R/W MARKER FY2808' FY2808'95.6 FT WSW OF CENTER OF THREE POSTS FOR NATIONAL 3M SIGN, FY2808'AND WITH ALUMINUM REF. TAG FY2808' FY2808'135.9 FT W OF 12 INCH PINE TREE AT SW CORNER OF WOODS, AND FY2808'WITH ALUMINUM REF. TAG FY2808 FY2808 STATION RECOVERY (1971) FY2808 FY2808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY2808'FENCE NCGS DESTROYED. FY2808'TOP OF MONUMENT, INCLUDING TABLET, HAS BEEN DESTROYED. FY2808'FENCE 2, 1971 ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1805 *********************************************************************** FY1805 DESIGNATION - FENCE 2 FY1805 PID - FY1805 FY1805 STATE/COUNTY- NC/VANCE FY1805 USGS QUAD - HENDERSON (1982) FY1805 FY1805 *CURRENT SURVEY CONTROL FY1805 ___________________________________________________________________ FY1805* NAD 83(1986)- 36 20 21.33155(N) 078 25 42.98402(W) ADJUSTED FY1805* NAVD 88 - 132.601 (meters) 435.04 (feet) ADJUSTED FY1805 ___________________________________________________________________ FY1805 LAPLACE CORR- -7.33 (seconds) DEFLEC99 FY1805 GEOID HEIGHT- -32.55 (meters) GEOID03 FY1805 DYNAMIC HT - 132.492 (meters) 434.68 (feet) COMP FY1805 MODELED GRAV- 979,809.8 (mgal) NAVD 88 FY1805 FY1805 HORZ ORDER - SECOND FY1805 VERT ORDER - SECOND CLASS I FY1805 FY1805.The North Carolina HARNS have been completed but, FY1805.due to contractual restrictions, coordinates for these stations FY1805.will NOT be published in the near future. In the interim, the FY1805.published coordinates in North Carolina will not be FY1805.consistent with the Continuously Operating Reference Stations FY1805.(CORS). The HARN coordinates for these stations are available FY1805.upon request. Contact Gary Thompson(919-733-3836). FY1805. FY1805.In addition, the published North Carolina positions FY1805.(NAD 83 (1986)) are NOT consistent with those determined in FY1805.adjacent state readjustments. The discontinuity between stations FY1805.located in North Carolina and those in adjacent states FY1805.which have been adjusted to the HARN may be as much as 5 FY1805.decimeters. This will result in a significant loss of accuracy FY1805.over lines crossing such state borders. FY1805 FY1805 FY1805.The horizontal coordinates were established by classical geodetic methods FY1805.and adjusted by the National Geodetic Survey in July 1986. FY1805 FY1805.The orthometric height was determined by differential leveling FY1805.and adjusted by the National Geodetic Survey in June 1991. FY1805 FY1805.The Laplace correction was computed from DEFLEC99 derived deflections. FY1805 FY1805.The geoid height was determined by GEOID03. FY1805 FY1805.The dynamic height is computed by dividing the NAVD 88 FY1805.geopotential number by the normal gravity value computed on the FY1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1805.degrees latitude (g = 980.6199 gals.). FY1805 FY1805.The modeled gravity was interpolated from observed gravity values. FY1805 FY1805; North East Units Scale Factor Converg. FY1805;SPC NC - 287,393.322 660,901.007 MT 1.00005274 +0 19 47.2 FY1805;SPC NC - 942,889.59 2,168,306.05 sFT 1.00005274 +0 19 47.2 FY1805;UTM 17 - 4,024,648.143 730,780.144 MT 1.00025625 +1 31 27.8 FY1805 FY1805! - Elev Factor x Scale Factor = Combined Factor FY1805!SPC NC - 0.99998430 x 1.00005274 = 1.00003704 FY1805!UTM 17 - 0.99998430 x 1.00025625 = 1.00024054 FY1805 FY1805: Primary Azimuth Mark Grid Az FY1805:SPC NC - TEXACO 2 087 38 41.2 FY1805:UTM 17 - TEXACO 2 086 27 00.6 FY1805 FY1805|---------------------------------------------------------------------| FY1805| PID Reference Object Distance Geod. Az | FY1805| dddmmss.s | FY1805| FY1804 TEXACO 2 APPROX. 1.6 KM 0875828.4 | FY1805|---------------------------------------------------------------------| FY1805 FY1805 SUPERSEDED SURVEY CONTROL FY1805 FY1805 NAD 27 - 36 20 20.80781(N) 078 25 43.98588(W) AD( ) 2 FY1805 NGVD 29 (03/05/92) 132.885 (m) 435.97 (f) ADJUSTED 2 1 FY1805 FY1805.Superseded values are not recommended for survey control. FY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1805.See file dsdata.txt to determine how the superseded data were derived. FY1805 FY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3078024648(NAD 83) FY1805_MARKER: DE = TRAVERSE STATION DISK FY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1805_SP_SET: CONCRETE POST FY1805_STAMPING: FENCE 2 1971 FY1805_MARK LOGO: NCGS FY1805_PROJECTION: RECESSED 3 CENTIMETERS FY1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1805+STABILITY: SURFACE MOTION FY1805 FY1805 HISTORY - Date Condition Report By FY1805 HISTORY - 1971 MONUMENTED NCGS FY1805 HISTORY - 1977 GOOD NCGS FY1805 HISTORY - 1978 GOOD NCGS FY1805 FY1805 STATION DESCRIPTION FY1805 FY1805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1805'FENCE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1805'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY1805' FY1805'FENCE 2 IS LOCATED APPROXIMATELY 2.1 MILES NORTHWEST OF HENDERSON. FY1805'TO REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND NC 39. GO FY1805'SOUTHWEST ALONG I-85 FOR 1.05 MILES TO STATION ON RIGHT (NW SIDE FY1805'OF I-85) NEAR JUNCTION OF I-85 S AND US 158 BYPASS W. AND 0.65 FY1805'MILE NORTHEAST OF INTERSECTION OF US 158 BYPASS AND SR 1162 FY1805'(DABNEY DR.). FY1805' FY1805'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FENCE 2 FY1805'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FY1805'INCH BELOW THE GROUND. FY1805' FY1805'MARK IS FY1805'67.0 FEET N OF C/L OF S BOUND LANE OF I-85. FY1805'7.0 FEET S OF TOP OF SECURITY FENCE CORNER POST. FY1805'4.3 FEET S OF R/W MARKER. FY1805'31.0 FEET S OF TOP OF SECURITY FENCE CORNER POST. FY1805'10.7 FEET E OF TOP OF SECURITY FENCE POST. FY1805'175.0 FEET W OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY1805'109.2 FEET SW OF R/W MARKER OPPOSITE A LARGE ESSO SIGN. FY1805' FY1805'FENCE 2 1971 REPLACES FENCE 1969 (DESTROYED). FY1805 FY1805 STATION RECOVERY (1977) FY1805 FY1805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1805'2.1 MI NW FROM HENDERSON. FY1805'TO REACH STATION FROM THE I 85 UNDERPASS OF NC 39, PROCEED SOUTHWEST FY1805'ALONG I 85 FOR 1.05 MILES TO STATION ON RIGHT ON EAST SIDE OF JUNCTION FY1805'OF I 85 SOUTH AND US 158 BYPASS WEST, 80.3 FT. NORTH OF CENTERLINE OF FY1805'SOUTH BOUND LANE OF I 85, 3.2 FT. SOUTH OF FENCE CORNER POST, 4.3 FT. FY1805'SOUTH OF RIGHT OF WAY MARKER, 30.5 FT. SOUTH OF FENCE CORNER POST, FY1805'8.9 FT. EAST SOUTHEAST OF FENCE POST, 175.0 FT. WEST OF 8 INCH PINE FY1805'WITH ALUMINUM REF. TAG AND 109.2 FT. SOUTHWEST OF RIGHT OF WAY MARKER FY1805'OPPOSITE A LARGE ESSO SIGN. FY1805 FY1805 STATION RECOVERY (1978) FY1805 FY1805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1805'THE STATION WAS RECOVERED IN GOOD CONDITION. FY1805' FY1805'THE FOLLOWING REFERENCES SHOULD BE REVISED. 80.3 FEET NORTH OF THE FY1805'CENTERLINE OF THE SOUTH BOUND LANE, 3.2 FEET SOUTH OF A FENCE CORNER FY1805'POST, 30.5 FEET SOUTH OF ANOTHER FENCE CORNER POST AND 8.9 FEET EAST FY1805'OF A FENCE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2747 *********************************************************************** FY2747 DESIGNATION - FLEMING FY2747 PID - FY2747 FY2747 STATE/COUNTY- NC/VANCE FY2747 USGS QUAD - MIDDLEBURG (1982) FY2747 FY2747 *CURRENT SURVEY CONTROL FY2747 ___________________________________________________________________ FY2747* NAD 83(1986)- 36 23 35.88235(N) 078 20 16.95328(W) ADJUSTED FY2747* NAVD 88 - 151.1 (meters) 496. (feet) VERTCON FY2747 ___________________________________________________________________ FY2747 LAPLACE CORR- -5.77 (seconds) DEFLEC99 FY2747 GEOID HEIGHT- -32.83 (meters) GEOID03 FY2747 FY2747 HORZ ORDER - SECOND FY2747 FY2747.The North Carolina HARNS have been completed but, FY2747.due to contractual restrictions, coordinates for these stations FY2747.will NOT be published in the near future. In the interim, the FY2747.published coordinates in North Carolina will not be FY2747.consistent with the Continuously Operating Reference Stations FY2747.(CORS). The HARN coordinates for these stations are available FY2747.upon request. Contact Gary Thompson(919-733-3836). FY2747. FY2747.In addition, the published North Carolina positions FY2747.(NAD 83 (1986)) are NOT consistent with those determined in FY2747.adjacent state readjustments. The discontinuity between stations FY2747.located in North Carolina and those in adjacent states FY2747.which have been adjusted to the HARN may be as much as 5 FY2747.decimeters. This will result in a significant loss of accuracy FY2747.over lines crossing such state borders. FY2747 FY2747 FY2747.The horizontal coordinates were established by classical geodetic methods FY2747.and adjusted by the National Geodetic Survey in July 1992. FY2747 FY2747.The NAVD 88 height was computed by applying the VERTCON shift value to FY2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2747 FY2747.The Laplace correction was computed from DEFLEC99 derived deflections. FY2747 FY2747.The geoid height was determined by GEOID03. FY2747 FY2747; North East Units Scale Factor Converg. FY2747;SPC NC - 293,440.870 668,991.764 MT 1.00007114 +0 22 55.4 FY2747;SPC NC - 962,730.59 2,194,850.48 sFT 1.00007114 +0 22 55.4 FY2747;UTM 17 - 4,030,864.647 738,744.604 MT 1.00030233 +1 34 48.5 FY2747 FY2747! - Elev Factor x Scale Factor = Combined Factor FY2747!SPC NC - 0.99998143 x 1.00007114 = 1.00005257 FY2747!UTM 17 - 0.99998143 x 1.00030233 = 1.00028376 FY2747 FY2747: Primary Azimuth Mark Grid Az FY2747:SPC NC - JACKSON 032 21 08.2 FY2747:UTM 17 - JACKSON 031 09 15.1 FY2747 FY2747|---------------------------------------------------------------------| FY2747| PID Reference Object Distance Geod. Az | FY2747| dddmmss.s | FY2747| FY2750 JACKSON APPROX. 1.9 KM 0324403.6 | FY2747|---------------------------------------------------------------------| FY2747 FY2747 SUPERSEDED SURVEY CONTROL FY2747 FY2747 NAD 83(1986)- 36 23 35.88321(N) 078 20 16.95362(W) AD( ) 2 FY2747 NAD 27 - 36 23 35.36193(N) 078 20 17.96383(W) AD( ) 2 FY2747 NGVD 29 (07/19/86) 151.4 (m) 497. (f) VERT ANG FY2747 FY2747.Superseded values are not recommended for survey control. FY2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2747.See file dsdata.txt to determine how the superseded data were derived. FY2747 FY2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3874530865(NAD 83) FY2747_MARKER: DE = TRAVERSE STATION DISK FY2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2747_SP_SET: CONCRETE POST FY2747_STAMPING: FLEMING 1969 FY2747_MARK LOGO: NCGS FY2747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2747+STABILITY: SURFACE MOTION FY2747 FY2747 HISTORY - Date Condition Report By FY2747 HISTORY - 1969 MONUMENTED NCGS FY2747 HISTORY - 1969 GOOD NCGS FY2747 HISTORY - 19850101 GOOD NCGS FY2747 HISTORY - 20041230 MARK NOT FOUND USPSQD FY2747 HISTORY - 20050416 MARK NOT FOUND USPSQD FY2747 FY2747 STATION DESCRIPTION FY2747 FY2747'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2747'FLEMING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2747'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2747' FY2747'FLEMING IS LOCATED APPROXIMATELY 6.4 MILES NORTHEAST OF FY2747'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2747'US 1 BYPASS WITH I-85, GO NORTHEAST ON I-85 FOR 2.25 MILES TO FY2747'FLEMING RD. (SR 1371) AND STATION. WHICH IS ON THE SOUTHEAST FY2747'SIDE OF I-85 N BOUND LANE, AT NORTHEAST END OF BRIDGE OVER FY2747'FLEMING ROAD (SR 1371). FY2747' FY2747'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2747'FLEMING 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2747'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2747' FY2747'MARK IS FY2747' FY2747'24.8 FT SW OF C/L OF I-85 N BOUND LANE FY2747' FY2747'19.1 FT E OF NE CORNER CONCRETE BRIDGE GUARD RAIL ON SE SIDE FY2747'OF I-85 N BOUND LANE FY2747' FY2747'11.6 FT E OF NE END OF CONCRETE CURB FY2747' FY2747'13.5 FT WSW OF NW METAL POST OF US 1 AND I-85 SIGN FY2747' FY2747'15.8 FT W OF SE METAL POST OF US 1 AND I-85 SIGN FY2747' FY2747'5.2 FT SW OF METAL GUARD RAIL FY2747 FY2747 STATION RECOVERY (1969) FY2747 FY2747'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 FY2747'RECOVERED IN GOOD CONDITION. FY2747 FY2747 STATION RECOVERY (1985) FY2747 FY2747'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FY2747'FLEMING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2747'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2747'FLEMING IS LOCATED APPROXIMATELY 6.4 MILES NORTHEAST OF FY2747'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2747'US 1 BYPASS WITH I-85, GO NORTHEAST ON I-85 FOR 2.25 MILES TO FY2747'FLEMING RD. (SR 1371) AND STATION. WHICH IS ON THE SOUTHEAST FY2747'SIDE OF I-85 N BOUND LANE, AT NORTHEAST END OF BRIDGE OVER FY2747'FLEMING ROAD (SR 1371). FY2747'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2747'FLEMING 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2747'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2747'MARK IS FY2747'24.8 FT SW OF C/L OF I-85 N BOUND LANE FY2747'19.1 FT E OF NE CORNER CONCRETE BRIDGE GUARD RAIL ON SE SIDE FY2747'OF I-85 N BOUND LANE FY2747'11.6 FT E OF NE END OF CONCRETE CURB FY2747'13.5 FT WSW OF NW METAL POST OF US 1 AND I-85 SIGN FY2747'15.8 FT W OF SE METAL POST OF US 1 AND I-85 SIGN FY2747'5.2 FT SW OF METAL GUARD RAIL FY2747 FY2747 STATION RECOVERY (2004) FY2747 FY2747'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY2747'MARK NOT FOUND, LARGE ROUND HOLE WHERE MARKER COORDINATES LOCATED FY2747 FY2747 STATION RECOVERY (2005) FY2747 FY2747'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY2747'MARK NOT FOUND, LARGE HOLE WHERE MARKER SHOULD BE LOCATED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4447 *********************************************************************** FY4447 DESIGNATION - FLOYD FY4447 PID - FY4447 FY4447 STATE/COUNTY- NC/VANCE FY4447 USGS QUAD - MIDDLEBURG (1982) FY4447 FY4447 *CURRENT SURVEY CONTROL FY4447 ___________________________________________________________________ FY4447* NAD 83(1986)- 36 24 04.02765(N) 078 20 35.22133(W) ADJUSTED FY4447* NAVD 88 - 135.2 (meters) 444. (feet) VERTCON FY4447 ___________________________________________________________________ FY4447 LAPLACE CORR- -5.87 (seconds) DEFLEC99 FY4447 GEOID HEIGHT- -32.80 (meters) GEOID03 FY4447 FY4447 HORZ ORDER - SECOND FY4447 FY4447.The North Carolina HARNS have been completed but, FY4447.due to contractual restrictions, coordinates for these stations FY4447.will NOT be published in the near future. In the interim, the FY4447.published coordinates in North Carolina will not be FY4447.consistent with the Continuously Operating Reference Stations FY4447.(CORS). The HARN coordinates for these stations are available FY4447.upon request. Contact Gary Thompson(919-733-3836). FY4447. FY4447.In addition, the published North Carolina positions FY4447.(NAD 83 (1986)) are NOT consistent with those determined in FY4447.adjacent state readjustments. The discontinuity between stations FY4447.located in North Carolina and those in adjacent states FY4447.which have been adjusted to the HARN may be as much as 5 FY4447.decimeters. This will result in a significant loss of accuracy FY4447.over lines crossing such state borders. FY4447 FY4447 FY4447.The horizontal coordinates were established by classical geodetic methods FY4447.and adjusted by the National Geodetic Survey in July 1992. FY4447 FY4447.The NAVD 88 height was computed by applying the VERTCON shift value to FY4447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4447 FY4447.The Laplace correction was computed from DEFLEC99 derived deflections. FY4447 FY4447.The geoid height was determined by GEOID03. FY4447 FY4447; North East Units Scale Factor Converg. FY4447;SPC NC - 294,305.441 668,530.751 MT 1.00007388 +0 22 44.9 FY4447;SPC NC - 965,567.10 2,193,337.97 sFT 1.00007388 +0 22 44.9 FY4447;UTM 17 - 4,031,719.583 738,265.504 MT 1.00029951 +1 34 38.7 FY4447 FY4447! - Elev Factor x Scale Factor = Combined Factor FY4447!SPC NC - 0.99998393 x 1.00007388 = 1.00005781 FY4447!UTM 17 - 0.99998393 x 1.00029951 = 1.00028343 FY4447 FY4447 SUPERSEDED SURVEY CONTROL FY4447 FY4447 NGVD 29 (07/10/92) 135.5 (m) 445. (f) VERT ANG FY4447 FY4447.Superseded values are not recommended for survey control. FY4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4447.See file dsdata.txt to determine how the superseded data were derived. FY4447 FY4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3826631720(NAD 83) FY4447_MARKER: DH = HORIZONTAL CONTROL DISK FY4447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4447_SP_SET: CONCRETE POST FY4447_STAMPING: FLOYD 1985 FY4447_MARK LOGO: NCGS FY4447_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4447+STABILITY: SURFACE MOTION FY4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4447+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4447 FY4447 HISTORY - Date Condition Report By FY4447 HISTORY - 1985 MONUMENTED NCGS FY4447 HISTORY - 20050416 GOOD USPSQD FY4447 FY4447 STATION DESCRIPTION FY4447 FY4447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4447'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) WEST-SOUTHWEST OF MANSON, AND FY4447'9.3 KM (5.8 MI) NORTH OF HENDERSON. FY4447'ALONG SR 1371 (FLEMING ROAD), 1.0 KM (0.65 MI) NORTH FROM I-85 FY4447'OVERPASS, OR 0.5 KM (0.3 MI) SOUTH OF THE OFFSET INTERSECTION WITH SR FY4447'1375, APPROXIMATELY 220 FEET NORTHWEST OF A 2 STORY HOME, AT A LARGE FY4447'GRANITE PROPERTY MARKER ON EAST SIDE OF ROAD. FY4447'STATION IS A STANDARD NCGS DISK STAMPED---FLOYD 1985---, SET INTO THE FY4447'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4447'LOCATED 7.62 METERS (25.0 FT) EAST FROM THE CENTERLINE OF SR 1371, FY4447'1.10 METERS (3.6 FT) WEST FROM THE WEST FACE OF GRANITE MARKER, 92.9 FY4447'METERS (305 FT) SOUTH FROM THE EAST END OF ROAD CULVERT, 17.92 METERS FY4447'(58.8 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL, 18.38 METERS FY4447'(60.3 FT) NORTH FROM A TELEPHONE REPEATER BOX (LP 7 R 24 E), AND 21.95 FY4447'METERS (72.0 FT) NORTH-NORTHWEST FROM A POWER POLE WITH REFERENCE TAG. FY4447'MARK IS 2 FEET ABOVE ROAD LEVEL. FY4447 FY4447 STATION RECOVERY (2005) FY4447 FY4447'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4447'N 36 24.069 FY4447'W 078 20.587 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2798 *********************************************************************** FY2798 DESIGNATION - FOWLER FY2798 PID - FY2798 FY2798 STATE/COUNTY- NC/VANCE FY2798 USGS QUAD - VICKSBORO (1970) FY2798 FY2798 *CURRENT SURVEY CONTROL FY2798 ___________________________________________________________________ FY2798* NAD 83(1986)- 36 15 59.29425(N) 078 20 35.74394(W) ADJUSTED FY2798* NAVD 88 - 148.7 (meters) 488. (feet) VERTCON FY2798 ___________________________________________________________________ FY2798 LAPLACE CORR- -6.26 (seconds) DEFLEC99 FY2798 GEOID HEIGHT- -33.02 (meters) GEOID03 FY2798 FY2798 HORZ ORDER - SECOND FY2798 FY2798.The North Carolina HARNS have been completed but, FY2798.due to contractual restrictions, coordinates for these stations FY2798.will NOT be published in the near future. In the interim, the FY2798.published coordinates in North Carolina will not be FY2798.consistent with the Continuously Operating Reference Stations FY2798.(CORS). The HARN coordinates for these stations are available FY2798.upon request. Contact Gary Thompson(919-733-3836). FY2798. FY2798.In addition, the published North Carolina positions FY2798.(NAD 83 (1986)) are NOT consistent with those determined in FY2798.adjacent state readjustments. The discontinuity between stations FY2798.located in North Carolina and those in adjacent states FY2798.which have been adjusted to the HARN may be as much as 5 FY2798.decimeters. This will result in a significant loss of accuracy FY2798.over lines crossing such state borders. FY2798 FY2798 FY2798.The horizontal coordinates were established by classical geodetic methods FY2798.and adjusted by the National Geodetic Survey in July 1986. FY2798 FY2798.The NAVD 88 height was computed by applying the VERTCON shift value to FY2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2798 FY2798.The Laplace correction was computed from DEFLEC99 derived deflections. FY2798 FY2798.The geoid height was determined by GEOID03. FY2798 FY2798; North East Units Scale Factor Converg. FY2798;SPC NC - 279,363.656 668,616.579 MT 1.00002938 +0 22 44.6 FY2798;SPC NC - 916,545.59 2,193,619.56 sFT 1.00002938 +0 22 44.6 FY2798;UTM 17 - 4,016,779.117 738,663.229 MT 1.00030187 +1 34 20.3 FY2798 FY2798! - Elev Factor x Scale Factor = Combined Factor FY2798!SPC NC - 0.99998184 x 1.00002938 = 1.00001122 FY2798!UTM 17 - 0.99998184 x 1.00030187 = 1.00028371 FY2798 FY2798: Primary Azimuth Mark Grid Az FY2798:SPC NC - SMITH 155 30 28.2 FY2798:UTM 17 - SMITH 154 18 52.5 FY2798 FY2798|---------------------------------------------------------------------| FY2798| PID Reference Object Distance Geod. Az | FY2798| dddmmss.s | FY2798| FY2797 SMITH APPROX. 1.3 KM 1555312.8 | FY2798|---------------------------------------------------------------------| FY2798 FY2798 SUPERSEDED SURVEY CONTROL FY2798 FY2798 NAD 27 - 36 15 58.76329(N) 078 20 36.75819(W) AD( ) 2 FY2798 NGVD 29 (07/19/86) 149.0 (m) 489. (f) VERT ANG FY2798 FY2798.Superseded values are not recommended for survey control. FY2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2798.See file dsdata.txt to determine how the superseded data were derived. FY2798 FY2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3866316779(NAD 83) FY2798_MARKER: DE = TRAVERSE STATION DISK FY2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2798_MAGNETIC: N = NO MAGNETIC MATERIAL FY2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2798+STABILITY: SURFACE MOTION FY2798 FY2798 HISTORY - Date Condition Report By FY2798 HISTORY - 1976 MONUMENTED NCGS FY2798 HISTORY - 1985 GOOD USPSQD FY2798 FY2798 STATION DESCRIPTION FY2798 FY2798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2798'FOWLER IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2798'VICINITY OF GILLBURG AND 5.4 MILES SOUTHEAST OF HENDERSON, NORTH FY2798'CAROLINA. FY2798' FY2798'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2798'PROCEED SOUTHEASTERLY ALONG NC 39 FOR 1.65 MILES TO STATION ON THE FY2798'LEFT, AND AT THE NORTHWEST SIDE OF THE NORTHWESTERNMOST GRAVEL FY2798'DRIVEWAY TO M.S. FOWLER JRS ONE STORY BRICK RESIDENCE, AND 0.10 MILE FY2798'NORTHWEST OF T INTERSECTION WITH SR 1543 (EAST-NORTHEAST). FY2798' FY2798'STATION MARK IS A STANDARD BRASS DISK, STAMPED---FOWLER 1976---, SET FY2798'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2798'SURFACE OF THE GROUND. THE MARK IS 41.9 FEET EAST-NORTHEAST OF THE FY2798'CENTERLINE OF NC 39, 17.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF FY2798'NORTHWEST DRIVEWAY TO FOWLER RESIDENCE, 11.4 FEET NORTHEAST OF FY2798'NORTHWEST END OF CONCRETE CULVERT, 89.7 FEET NORTHEAST OF CENTER OF FY2798'NORTHEASTERNMOST BRICK COLUMN (ACROSS HIGHWAY), AND 30.5 FEET FY2798'SOUTHWEST OF TELEPHONE POLE NO.117 WITH ALUMINUM TAG. FY2798 FY2798 STATION RECOVERY (1985) FY2798 FY2798'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2798'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2804 *********************************************************************** FY2804 DESIGNATION - FURMAN FY2804 PID - FY2804 FY2804 STATE/COUNTY- NC/VANCE FY2804 USGS QUAD - VICKSBORO (1970) FY2804 FY2804 *CURRENT SURVEY CONTROL FY2804 ___________________________________________________________________ FY2804* NAD 83(1986)- 36 16 08.78118(N) 078 22 10.32754(W) ADJUSTED FY2804* NAVD 88 - 145.2 (meters) 476. (feet) VERTCON FY2804 ___________________________________________________________________ FY2804 LAPLACE CORR- -6.62 (seconds) DEFLEC99 FY2804 GEOID HEIGHT- -32.91 (meters) GEOID03 FY2804 FY2804 HORZ ORDER - SECOND FY2804 FY2804.The North Carolina HARNS have been completed but, FY2804.due to contractual restrictions, coordinates for these stations FY2804.will NOT be published in the near future. In the interim, the FY2804.published coordinates in North Carolina will not be FY2804.consistent with the Continuously Operating Reference Stations FY2804.(CORS). The HARN coordinates for these stations are available FY2804.upon request. Contact Gary Thompson(919-733-3836). FY2804. FY2804.In addition, the published North Carolina positions FY2804.(NAD 83 (1986)) are NOT consistent with those determined in FY2804.adjacent state readjustments. The discontinuity between stations FY2804.located in North Carolina and those in adjacent states FY2804.which have been adjusted to the HARN may be as much as 5 FY2804.decimeters. This will result in a significant loss of accuracy FY2804.over lines crossing such state borders. FY2804 FY2804 FY2804.The horizontal coordinates were established by classical geodetic methods FY2804.and adjusted by the National Geodetic Survey in July 1986. FY2804 FY2804.The NAVD 88 height was computed by applying the VERTCON shift value to FY2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2804 FY2804.The Laplace correction was computed from DEFLEC99 derived deflections. FY2804 FY2804.The geoid height was determined by GEOID03. FY2804 FY2804; North East Units Scale Factor Converg. FY2804;SPC NC - 279,640.771 666,253.806 MT 1.00003020 +0 21 50.0 FY2804;SPC NC - 917,454.76 2,185,867.70 sFT 1.00003020 +0 21 50.0 FY2804;UTM 17 - 4,017,007.034 736,294.571 MT 1.00028800 +1 33 24.6 FY2804 FY2804! - Elev Factor x Scale Factor = Combined Factor FY2804!SPC NC - 0.99998238 x 1.00003020 = 1.00001258 FY2804!UTM 17 - 0.99998238 x 1.00028800 = 1.00027037 FY2804 FY2804: Primary Azimuth Mark Grid Az FY2804:SPC NC - PARKS 294 05 08.3 FY2804:UTM 17 - PARKS 292 53 33.7 FY2804 FY2804|---------------------------------------------------------------------| FY2804| PID Reference Object Distance Geod. Az | FY2804| dddmmss.s | FY2804| FY2803 DOT 297.112 METERS 00134 | FY2804| FY2841 PARKS APPROX. 1.3 KM 2942658.3 | FY2804|---------------------------------------------------------------------| FY2804 FY2804 SUPERSEDED SURVEY CONTROL FY2804 FY2804 NAD 27 - 36 16 08.25148(N) 078 22 11.33900(W) AD( ) 2 FY2804 NGVD 29 (07/19/86) 145.5 (m) 477. (f) VERT ANG FY2804 FY2804.Superseded values are not recommended for survey control. FY2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2804.See file dsdata.txt to determine how the superseded data were derived. FY2804 FY2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3629517007(NAD 83) FY2804_MARKER: DE = TRAVERSE STATION DISK FY2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2804_MAGNETIC: N = NO MAGNETIC MATERIAL FY2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2804+STABILITY: SURFACE MOTION FY2804 FY2804 HISTORY - Date Condition Report By FY2804 HISTORY - 1976 MONUMENTED NCGS FY2804 FY2804 STATION DESCRIPTION FY2804 FY2804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2804'FURMAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2804'VICINITY OF GILLBURG AND APPROXIMATELY 4.5 MILES SOUTH-SOUTHEAST OF FY2804'HENDERSON, NORTH CAROLINA. FY2804' FY2804'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2804'PROCEED SOUTH ALONG SR 1519 FOR 0.5 MILE TO T INTERSECTION WITH SR FY2804'1115 (WEST) AND STATION ON LEFT. FY2804' FY2804'STATION MARK IS A STANDARD BRASS DISK, STAMPED---FURMAN 1976---, SET FY2804'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2804'SURFACE OF THE GROUND. THE MARK IS 47.1 FEET EAST OF THE CENTERLINE FY2804'OF SR 1519, 24.3 FEET NORTH-NORTHEAST OF THE CENTERLINE OF FY2804'SOUTHERNMOST DRIVEWAY TO MOBILE HOME PARK, 16.5 FEET SOUTHWEST OF FY2804'SOUTHWEST CORNER OF FURMANS MOBILE HOME, 12.6 FEET EAST-NORTHEAST OF FY2804'12 INCH PECAN WITH ALUMINUM TAG, 34.9 FEET SOUTH-SOUTHWEST OF 15 INCH FY2804'PECAN WITH ALUMINUM TAG, AND 28.2 FEET NORTHWEST OF 10 INCH PECAN FY2804'WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2802 *********************************************************************** FY2802 DESIGNATION - GILLBURG FY2802 PID - FY2802 FY2802 STATE/COUNTY- NC/VANCE FY2802 USGS QUAD - VICKSBORO (1970) FY2802 FY2802 *CURRENT SURVEY CONTROL FY2802 ___________________________________________________________________ FY2802* NAD 83(1986)- 36 16 34.54882(N) 078 22 07.37401(W) ADJUSTED FY2802* NAVD 88 - 146.3 (meters) 480. (feet) VERTCON FY2802 ___________________________________________________________________ FY2802 LAPLACE CORR- -6.64 (seconds) DEFLEC99 FY2802 GEOID HEIGHT- -32.91 (meters) GEOID03 FY2802 FY2802 HORZ ORDER - SECOND FY2802 FY2802.The North Carolina HARNS have been completed but, FY2802.due to contractual restrictions, coordinates for these stations FY2802.will NOT be published in the near future. In the interim, the FY2802.published coordinates in North Carolina will not be FY2802.consistent with the Continuously Operating Reference Stations FY2802.(CORS). The HARN coordinates for these stations are available FY2802.upon request. Contact Gary Thompson(919-733-3836). FY2802. FY2802.In addition, the published North Carolina positions FY2802.(NAD 83 (1986)) are NOT consistent with those determined in FY2802.adjacent state readjustments. The discontinuity between stations FY2802.located in North Carolina and those in adjacent states FY2802.which have been adjusted to the HARN may be as much as 5 FY2802.decimeters. This will result in a significant loss of accuracy FY2802.over lines crossing such state borders. FY2802 FY2802 FY2802.The horizontal coordinates were established by classical geodetic methods FY2802.and adjusted by the National Geodetic Survey in July 1986. FY2802 FY2802.The NAVD 88 height was computed by applying the VERTCON shift value to FY2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2802 FY2802.The Laplace correction was computed from DEFLEC99 derived deflections. FY2802 FY2802.The geoid height was determined by GEOID03. FY2802 FY2802; North East Units Scale Factor Converg. FY2802;SPC NC - 280,435.493 666,322.476 MT 1.00003243 +0 21 51.7 FY2802;SPC NC - 920,062.11 2,186,092.99 sFT 1.00003243 +0 21 51.7 FY2802;UTM 17 - 4,017,803.218 736,346.692 MT 1.00028831 +1 33 27.4 FY2802 FY2802! - Elev Factor x Scale Factor = Combined Factor FY2802!SPC NC - 0.99998220 x 1.00003243 = 1.00001463 FY2802!UTM 17 - 0.99998220 x 1.00028831 = 1.00027051 FY2802 FY2802: Primary Azimuth Mark Grid Az FY2802:SPC NC - DOT 187 08 45.4 FY2802:UTM 17 - DOT 185 57 09.7 FY2802 FY2802|---------------------------------------------------------------------| FY2802| PID Reference Object Distance Geod. Az | FY2802| dddmmss.s | FY2802| FY2803 DOT APPROX. 0.5 KM 1873037.1 | FY2802|---------------------------------------------------------------------| FY2802 FY2802 SUPERSEDED SURVEY CONTROL FY2802 FY2802 NAD 27 - 36 16 34.01932(N) 078 22 08.38539(W) AD( ) 2 FY2802 NGVD 29 (07/19/86) 146.6 (m) 481. (f) VERT ANG FY2802 FY2802.Superseded values are not recommended for survey control. FY2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2802.See file dsdata.txt to determine how the superseded data were derived. FY2802 FY2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3634717803(NAD 83) FY2802_MARKER: DE = TRAVERSE STATION DISK FY2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2802_MAGNETIC: N = NO MAGNETIC MATERIAL FY2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2802+STABILITY: SURFACE MOTION FY2802 FY2802 HISTORY - Date Condition Report By FY2802 HISTORY - 1976 MONUMENTED NCGS FY2802 FY2802 STATION DESCRIPTION FY2802 FY2802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2802'GILLBURG IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED AT FY2802'GILLBURG AND APPROXIMATELY 4.1 MILES SOUTH-SOUTHEAST OF HENDERSON, FY2802'NORTH CAROLINA. FY2802' FY2802'THE STATION IS AT THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, IN THE FY2802'SOUTHWEST QUADRANT OF INTERSECTION AND APPROXIMATELY 100 FEET NORTH OF FY2802'THE DIXIE GROCERY STORE AND GAS STATION. FY2802' FY2802'STATION MARK IS A STANDARD BRASS DISK, STAMPED---GILLBURG 1976---, SET FY2802'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW FY2802'THE SURFACE OF THE GROUND. THE MARK IS 89.0 FEET SOUTH-SOUTHWEST OF FY2802'THE CENTERLINE OF CROSSROADS, 15.6 FEET WEST-NORTHWEST OF THE FY2802'CENTERLINE OF SR 1519, 87.5 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER FY2802'OF BLOCK STORE BUILDING, 14.3 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY FY2802'MARKER, 29.3 FEET SOUTH OF TELEPHONE POLE WITH ALUMINUM TAG, AND 119.9 FY2802'FEET WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2029 *********************************************************************** FY2029 DESIGNATION - GOLSON FY2029 PID - FY2029 FY2029 STATE/COUNTY- NC/VANCE FY2029 USGS QUAD - HENDERSON (1982) FY2029 FY2029 *CURRENT SURVEY CONTROL FY2029 ___________________________________________________________________ FY2029* NAD 83(1986)- 36 19 20.12094(N) 078 24 26.15919(W) ADJUSTED FY2029* NAVD 88 - 154.059 (meters) 505.44 (feet) ADJUSTED FY2029 ___________________________________________________________________ FY2029 LAPLACE CORR- -7.14 (seconds) DEFLEC99 FY2029 GEOID HEIGHT- -32.67 (meters) GEOID03 FY2029 DYNAMIC HT - 153.932 (meters) 505.03 (feet) COMP FY2029 MODELED GRAV- 979,805.2 (mgal) NAVD 88 FY2029 FY2029 HORZ ORDER - SECOND FY2029 VERT ORDER - FIRST CLASS II FY2029 FY2029.The North Carolina HARNS have been completed but, FY2029.due to contractual restrictions, coordinates for these stations FY2029.will NOT be published in the near future. In the interim, the FY2029.published coordinates in North Carolina will not be FY2029.consistent with the Continuously Operating Reference Stations FY2029.(CORS). The HARN coordinates for these stations are available FY2029.upon request. Contact Gary Thompson(919-733-3836). FY2029. FY2029.In addition, the published North Carolina positions FY2029.(NAD 83 (1986)) are NOT consistent with those determined in FY2029.adjacent state readjustments. The discontinuity between stations FY2029.located in North Carolina and those in adjacent states FY2029.which have been adjusted to the HARN may be as much as 5 FY2029.decimeters. This will result in a significant loss of accuracy FY2029.over lines crossing such state borders. FY2029 FY2029 FY2029.The horizontal coordinates were established by classical geodetic methods FY2029.and adjusted by the National Geodetic Survey in July 1986. FY2029 FY2029.The orthometric height was determined by differential leveling FY2029.and adjusted by the National Geodetic Survey in June 1991. FY2029 FY2029.The Laplace correction was computed from DEFLEC99 derived deflections. FY2029 FY2029.The geoid height was determined by GEOID03. FY2029 FY2029.The dynamic height is computed by dividing the NAVD 88 FY2029.geopotential number by the normal gravity value computed on the FY2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2029.degrees latitude (g = 980.6199 gals.). FY2029 FY2029.The modeled gravity was interpolated from observed gravity values. FY2029 FY2029; North East Units Scale Factor Converg. FY2029;SPC NC - 285,517.760 662,828.180 MT 1.00004714 +0 20 31.6 FY2029;SPC NC - 936,736.18 2,174,628.79 sFT 1.00004714 +0 20 31.6 FY2029;UTM 17 - 4,022,812.774 732,746.413 MT 1.00026749 +1 32 11.2 FY2029 FY2029! - Elev Factor x Scale Factor = Combined Factor FY2029!SPC NC - 0.99998095 x 1.00004714 = 1.00002809 FY2029!UTM 17 - 0.99998095 x 1.00026749 = 1.00024843 FY2029 FY2029|---------------------------------------------------------------------| FY2029| PID Reference Object Distance Geod. Az | FY2029| dddmmss.s | FY2029| FY0249 HENDERSON 359.819 METERS 03238 | FY2029| FY2831 WATER 257.356 METERS 20145 | FY2029|---------------------------------------------------------------------| FY2029 FY2029 SUPERSEDED SURVEY CONTROL FY2029 FY2029 NAD 27 - 36 19 19.59564(N) 078 24 27.16806(W) AD( ) 2 FY2029 NGVD 29 (03/05/92) 154.344 (m) 506.38 (f) ADJUSTED 1 2 FY2029 FY2029.Superseded values are not recommended for survey control. FY2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2029.See file dsdata.txt to determine how the superseded data were derived. FY2029 FY2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3274622813(NAD 83) FY2029_MARKER: DE = TRAVERSE STATION DISK FY2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2029_SP_SET: CONCRETE POST FY2029_STAMPING: GOLSON 1969 FY2029_MARK LOGO: NCGS FY2029_PROJECTION: FLUSH FY2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2029+STABILITY: SURFACE MOTION FY2029 FY2029 HISTORY - Date Condition Report By FY2029 HISTORY - 1969 MONUMENTED NCGS FY2029 HISTORY - 1979 GOOD NCGS FY2029 HISTORY - 1979 GOOD NCGS FY2029 FY2029 STATION DESCRIPTION FY2029 FY2029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2029'GOLSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2029'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2029' FY2029'GOLSON IS LOCATED APPROXIMATELY IN THE CENTER OF HENDERSON. TO FY2029'REACH STATION PROCEED FROM RAILWAY STATION IN HENDERSON, GO FY2029'SOUTH ON S. WILLIAMS STREET FOR 0.4 MILE TO STATION ON THE WEST FY2029'SIDE OF STREET, ON A 15 FT. EMBANKMENT, 0.1 MILE SOUTH OF SPRING FY2029'ST., AND EAST OF BRICK WAREHOUSE ON WEST SIDE OF RAILROAD FY2029'TRACKS. FY2029' FY2029'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2029'GOLSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2029'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2029' FY2029'MARK IS FY2029' FY2029'19.3 FT E OF E RAIL OF TRACKS FY2029' FY2029'101.4 FT S OF TP ON E SIDE OF TRACKS, AND WITH ALUMINUM REF. TAG FY2029' FY2029'66.1 FT N OF RR SWITCHBOX ON E SIDE OF TRACKS FY2029' FY2029'70.8 FT N OF TP ON E SIDE OF TRACKS, AND WITH ALUMINUM REF. TAG FY2029' FY2029'47.2 FT NNW OF PP ON W SIDE OF S. WILLIAMS ST., AND WITH FY2029'ALUMINUM REF. TAG FY2029 FY2029 STATION RECOVERY (1979) FY2029 FY2029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2029'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS FY2029'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. FY2029' FY2029'THE POWER POLE AND NORTHERNMOST TELEPHONE POLE ARE GONE. THE MARK IS FY2029'ALSO 66.8 FEET NORTH OF THE POST OF RAILROAD SWITCH BOX, 57.2 FEET FY2029'SOUTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE AND 80.2 FEET SOUTH OF FY2029'POWER POLE WITH REFERENCE TAG. FY2029 FY2029 STATION RECOVERY (1979) FY2029 FY2029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2029'IN HENDERSON. FY2029'0.4 MILE SOUTHWEST ALONG SOUTH WILLIAMS STREET, WHICH PARALLELS FY2029'THE SEABOARD COAST LINE, FROM THE RAILWAY STATION IN FY2029'HENDERSON, THENCE 0.1 MILE SOUTHEAST OF THE SPRING STREET FY2029'CROSSING, ON THE RAILROAD BED BETWEEN THE RAILROAD TRACK FY2029'AND THE STREET, ACROSS TRACK FROM A BRICK WAREHOUSE, 19.3 FY2029'FEET EAST OF EAST RAIL OF MAIN TRACK, 66.8 FEET NORTH OF A FY2029'SWITCH BOX POST, 57.2 FEET SOUTHEAST OF NORTHEAST CORNER OF BRICK FY2029'WAREHOUSE AND 80.2 FEET SOUTH OF POWER POLE WITH REFERENCE TAG. FY2029'THE MARK IS 1 FT BELOW TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2778 *********************************************************************** FY2778 DESIGNATION - GREY FY2778 PID - FY2778 FY2778 STATE/COUNTY- NC/VANCE FY2778 USGS QUAD - VICKSBORO (1970) FY2778 FY2778 *CURRENT SURVEY CONTROL FY2778 ___________________________________________________________________ FY2778* NAD 83(1986)- 36 21 30.52128(N) 078 17 44.31369(W) ADJUSTED FY2778* NAVD 88 - 133.5 (meters) 438. (feet) VERTCON FY2778 ___________________________________________________________________ FY2778 LAPLACE CORR- -5.07 (seconds) DEFLEC99 FY2778 GEOID HEIGHT- -33.01 (meters) GEOID03 FY2778 FY2778 HORZ ORDER - SECOND FY2778 VERT ORDER - THIRD ? (See Below) FY2778 FY2778.The North Carolina HARNS have been completed but, FY2778.due to contractual restrictions, coordinates for these stations FY2778.will NOT be published in the near future. In the interim, the FY2778.published coordinates in North Carolina will not be FY2778.consistent with the Continuously Operating Reference Stations FY2778.(CORS). The HARN coordinates for these stations are available FY2778.upon request. Contact Gary Thompson(919-733-3836). FY2778. FY2778.In addition, the published North Carolina positions FY2778.(NAD 83 (1986)) are NOT consistent with those determined in FY2778.adjacent state readjustments. The discontinuity between stations FY2778.located in North Carolina and those in adjacent states FY2778.which have been adjusted to the HARN may be as much as 5 FY2778.decimeters. This will result in a significant loss of accuracy FY2778.over lines crossing such state borders. FY2778 FY2778 FY2778.The horizontal coordinates were established by classical geodetic methods FY2778.and adjusted by the National Geodetic Survey in July 1986. FY2778 FY2778.The NAVD 88 height was computed by applying the VERTCON shift value to FY2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2778.The vertical order pertains to the NGVD 29 superseded value. FY2778 FY2778.The Laplace correction was computed from DEFLEC99 derived deflections. FY2778 FY2778.The geoid height was determined by GEOID03. FY2778 FY2778; North East Units Scale Factor Converg. FY2778;SPC NC - 289,602.780 672,823.221 MT 1.00005918 +0 24 23.5 FY2778;SPC NC - 950,138.45 2,207,420.85 sFT 1.00005918 +0 24 23.5 FY2778;UTM 17 - 4,027,106.553 742,656.428 MT 1.00032554 +1 36 14.5 FY2778 FY2778! - Elev Factor x Scale Factor = Combined Factor FY2778!SPC NC - 0.99998422 x 1.00005918 = 1.00004340 FY2778!UTM 17 - 0.99998422 x 1.00032554 = 1.00030976 FY2778 FY2778: Primary Azimuth Mark Grid Az FY2778:SPC NC - HARTON 243 36 17.7 FY2778:UTM 17 - HARTON 242 24 26.7 FY2778 FY2778|---------------------------------------------------------------------| FY2778| PID Reference Object Distance Geod. Az | FY2778| dddmmss.s | FY2778| FY2780 HARTON APPROX. 0.6 KM 2440041.2 | FY2778|---------------------------------------------------------------------| FY2778 FY2778 SUPERSEDED SURVEY CONTROL FY2778 FY2778 NAD 27 - 36 21 29.99650(N) 078 17 45.33045(W) AD( ) 2 FY2778 NGVD 29 (07/19/86) 133.8 (m) 439. (f) LEVELING 3 FY2778 FY2778.Superseded values are not recommended for survey control. FY2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2778.See file dsdata.txt to determine how the superseded data were derived. FY2778 FY2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4265627107(NAD 83) FY2778_MARKER: DE = TRAVERSE STATION DISK FY2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2778_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2778_STAMPING: GREY 1969 FY2778_MARK LOGO: NCGS FY2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2778+STABILITY: SURFACE MOTION FY2778 FY2778 HISTORY - Date Condition Report By FY2778 HISTORY - 1969 MONUMENTED NCGS FY2778 FY2778 STATION DESCRIPTION FY2778 FY2778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2778'GREY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2778'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2778' FY2778'GREY IS LOCATED APPROXIMATELY 6.5 MILES ENE OF HENDERSON, AND FY2778'3.1 MILES SSE OF MIDDLEBURG. TO REACH STATION PROCEED FROM THE FY2778'INTERSECTION OF U.S. 1 BYPASS AND SR 1001 NEAR HENDERSON, GO EAST FY2778'ON SR 1001 FOR 3.55 MILES TO INTERSECTION OF SR 1001 AND SR 1511, FY2778'CONTINUE ON SR 1001 FOR 0.25 MILE TO STATION ON LEFT AND FY2778'APPROXIMATELY 200 FEET EAST OF DIRT ROAD LEADING TO TRAILER FY2778'HOME. FY2778' FY2778'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2778'GREY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FY2778'IS FLUSH WITH THE SURFACE OF THE GROUND. FY2778' FY2778'MARK IS FY2778' FY2778'36.0 FT N OF C/L OF SR 1001 FY2778' FY2778'39.0 FT S OF PP WITH ALUMINUM REF. TAG FY2778' FY2778'142.0 FT ESE OF 12 INCH PINE WITH ALUMINUM REF. TAG FY2778' FY2778'104.6 FT NE OF GREEN UNDERGROUND CABLE POST 1883-17-12 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2729 *********************************************************************** FY2729 DESIGNATION - GRISSOM FY2729 PID - FY2729 FY2729 STATE/COUNTY- NC/VANCE FY2729 USGS QUAD - KITTRELL (1979) FY2729 FY2729 *CURRENT SURVEY CONTROL FY2729 ___________________________________________________________________ FY2729* NAD 83(1986)- 36 13 08.75583(N) 078 26 15.11711(W) ADJUSTED FY2729* NAVD 88 - 135. (meters) 443. (feet) VERTCON FY2729 ___________________________________________________________________ FY2729 LAPLACE CORR- -7.30 (seconds) DEFLEC99 FY2729 GEOID HEIGHT- -32.73 (meters) GEOID03 FY2729 FY2729 HORZ ORDER - SECOND FY2729 FY2729.The North Carolina HARNS have been completed but, FY2729.due to contractual restrictions, coordinates for these stations FY2729.will NOT be published in the near future. In the interim, the FY2729.published coordinates in North Carolina will not be FY2729.consistent with the Continuously Operating Reference Stations FY2729.(CORS). The HARN coordinates for these stations are available FY2729.upon request. Contact Gary Thompson(919-733-3836). FY2729. FY2729.In addition, the published North Carolina positions FY2729.(NAD 83 (1986)) are NOT consistent with those determined in FY2729.adjacent state readjustments. The discontinuity between stations FY2729.located in North Carolina and those in adjacent states FY2729.which have been adjusted to the HARN may be as much as 5 FY2729.decimeters. This will result in a significant loss of accuracy FY2729.over lines crossing such state borders. FY2729 FY2729 FY2729.The horizontal coordinates were established by classical geodetic methods FY2729.and adjusted by the National Geodetic Survey in July 1986. FY2729 FY2729.The NAVD 88 height was computed by applying the VERTCON shift value to FY2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2729 FY2729.The Laplace correction was computed from DEFLEC99 derived deflections. FY2729 FY2729.The geoid height was determined by GEOID03. FY2729 FY2729; North East Units Scale Factor Converg. FY2729;SPC NC - 274,055.064 660,175.201 MT 1.00001506 +0 19 28.7 FY2729;SPC NC - 899,128.99 2,165,924.81 sFT 1.00001506 +0 19 28.7 FY2729;UTM 17 - 4,011,294.714 730,331.953 MT 1.00025372 +1 30 53.1 FY2729 FY2729! - Elev Factor x Scale Factor = Combined Factor FY2729!SPC NC - 0.99998399 x 1.00001506 = 0.99999905 FY2729!UTM 17 - 0.99998399 x 1.00025372 = 1.00023771 FY2729 FY2729: Primary Azimuth Mark Grid Az FY2729:SPC NC - BOBBITT 081 22 55.8 FY2729:UTM 17 - BOBBITT 080 11 31.4 FY2729 FY2729|---------------------------------------------------------------------| FY2729| PID Reference Object Distance Geod. Az | FY2729| dddmmss.s | FY2729| FY2728 BOBBITT APPROX. 3.0 KM 0814224.5 | FY2729|---------------------------------------------------------------------| FY2729 FY2729 SUPERSEDED SURVEY CONTROL FY2729 FY2729 NAD 27 - 36 13 08.22186(N) 078 26 16.12338(W) AD( ) 2 FY2729 NGVD 29 (07/19/86) 135. (m) 443. (f) VERT ANG FY2729 FY2729.Superseded values are not recommended for survey control. FY2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2729.See file dsdata.txt to determine how the superseded data were derived. FY2729 FY2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3033211295(NAD 83) FY2729_MARKER: DE = TRAVERSE STATION DISK FY2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2729_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2729_STAMPING: GRISSOM 1969 FY2729_MARK LOGO: NCGS FY2729_MAGNETIC: N = NO MAGNETIC MATERIAL FY2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2729+STABILITY: SURFACE MOTION FY2729 FY2729 HISTORY - Date Condition Report By FY2729 HISTORY - 1969 MONUMENTED NCGS FY2729 HISTORY - 1976 GOOD NCGS FY2729 FY2729 STATION DESCRIPTION FY2729 FY2729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2729'GRISSOM IS A N.C. GEODETIC SURVEY TRAVERSE STATION FY2729'ESTABLISHED IN THE VICINITY OF HENDERSONVILLE, NORTH CAROLINA. FY2729' FY2729'GRISSOM IS LOCATED APPROXIMATELY 0.5 MILES SOUTHEAST OF FY2729'THE CENTER OF KITTRELL. TO REACH STATION PROCEED FROM FY2729'THE INTERSECTION OF SR 1551 WITH RAILROAD, IN CENTER OF FY2729'KITTRELL, GO EAST ON SR 1551 FOR 0.25 MILE TO INTERSECTION FY2729'OF SR 1552, TURN RIGHT (SOUTH) ON SR 1552 FOR 0.2 MILE FY2729'TO STATION. WHICH IS ON THE WEST SIDE OF SR 1552 IN FRONT FY2729'YARD OF VERNON GRISSOMS RESIDENCE (A ONE STORY BRICK HOUSE). FY2729' FY2729'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY2729'STAMPED GRISSOM 1969, SET IN THE TOP OF A CONCRETE FY2729'CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE FY2729'SURFACE OF THE GROUND. FY2729' FY2729'MARK IS FY2729' FY2729'21.2 FT W OF C/L OF SR 1552 FY2729' FY2729'37.4 FT W OF 4 X 4 POST WITH KITTRELL CITY LIMITS SIGN, FY2729'AND WITH ALUMINUM REF. TAG FY2729' FY2729'92.2 FT SW OF 4 X 4 POST WITH SPEED LIMIT 35 SIGN, FY2729'AND WITH ALUMINUM REF. TAG FY2729' FY2729'101.8 FT S OF C/L OF DIRT ROAD ON N SIDE OF ONE FY2729'STORY BRICK HOUSE FY2729' FY2729'53.5 FT SE OF SE CORNER OF CONCRETE PORCH FOR ONE STORY FY2729'BRICK HOUSE FY2729' FY2729'52.6 FT E OF SE CORNER OF ONE STORY BRICK HOUSE (VERNON FY2729'GRISSOMS RESIDENCE) FY2729 FY2729 STATION RECOVERY (1976) FY2729 FY2729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2729'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS FY2729'ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4448 *********************************************************************** FY4448 DESIGNATION - GUIDING FY4448 PID - FY4448 FY4448 STATE/COUNTY- NC/VANCE FY4448 USGS QUAD - MIDDLEBURG (1982) FY4448 FY4448 *CURRENT SURVEY CONTROL FY4448 ___________________________________________________________________ FY4448* NAD 83(1986)- 36 28 00.86014(N) 078 20 15.65339(W) ADJUSTED FY4448* NAVD 88 - 125.8 (meters) 413. (feet) VERTCON FY4448 ___________________________________________________________________ FY4448 LAPLACE CORR- -6.26 (seconds) DEFLEC99 FY4448 GEOID HEIGHT- -32.70 (meters) GEOID03 FY4448 FY4448 HORZ ORDER - SECOND FY4448 FY4448.The North Carolina HARNS have been completed but, FY4448.due to contractual restrictions, coordinates for these stations FY4448.will NOT be published in the near future. In the interim, the FY4448.published coordinates in North Carolina will not be FY4448.consistent with the Continuously Operating Reference Stations FY4448.(CORS). The HARN coordinates for these stations are available FY4448.upon request. Contact Gary Thompson(919-733-3836). FY4448. FY4448.In addition, the published North Carolina positions FY4448.(NAD 83 (1986)) are NOT consistent with those determined in FY4448.adjacent state readjustments. The discontinuity between stations FY4448.located in North Carolina and those in adjacent states FY4448.which have been adjusted to the HARN may be as much as 5 FY4448.decimeters. This will result in a significant loss of accuracy FY4448.over lines crossing such state borders. FY4448 FY4448 FY4448.The horizontal coordinates were established by classical geodetic methods FY4448.and adjusted by the National Geodetic Survey in July 1992. FY4448 FY4448.The NAVD 88 height was computed by applying the VERTCON shift value to FY4448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4448 FY4448.The Laplace correction was computed from DEFLEC99 derived deflections. FY4448 FY4448.The geoid height was determined by GEOID03. FY4448 FY4448; North East Units Scale Factor Converg. FY4448;SPC NC - 301,609.312 668,969.661 MT 1.00009765 +0 22 56.2 FY4448;SPC NC - 989,529.88 2,194,777.96 sFT 1.00009765 +0 22 56.2 FY4448;UTM 17 - 4,039,032.612 738,551.473 MT 1.00030118 +1 34 59.2 FY4448 FY4448! - Elev Factor x Scale Factor = Combined Factor FY4448!SPC NC - 0.99998539 x 1.00009765 = 1.00008304 FY4448!UTM 17 - 0.99998539 x 1.00030118 = 1.00028656 FY4448 FY4448 SUPERSEDED SURVEY CONTROL FY4448 FY4448 NGVD 29 (07/10/92) 126.1 (m) 414. (f) VERT ANG FY4448 FY4448.Superseded values are not recommended for survey control. FY4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4448.See file dsdata.txt to determine how the superseded data were derived. FY4448 FY4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3855139033(NAD 83) FY4448_MARKER: DH = HORIZONTAL CONTROL DISK FY4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4448_SP_SET: CONCRETE POST FY4448_STAMPING: GUIDING 1985 FY4448_MARK LOGO: NCGS FY4448_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4448+STABILITY: SURFACE MOTION FY4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4448+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4448 FY4448 HISTORY - Date Condition Report By FY4448 HISTORY - 1985 MONUMENTED NCGS FY4448 HISTORY - 1987 GOOD USPSQD FY4448 HISTORY - 20050416 GOOD USPSQD FY4448 FY4448 STATION DESCRIPTION FY4448 FY4448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4448'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) WEST OF DREWRY, AND 16.1 KM FY4448'(10.0 MI) NORTH-NORTHEAST OF HENDERSON. FY4448'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4448'FROM DREWRY TO SR 1365 ON RIGHT, THENCE ALONG SR 1365, 0.9 KM FY4448'(0.55 MI) TO STATION ON LEFT, ON PROLONGATION OF CENTERLINE OF GRAVEL FY4448'DRIVEWAY ACROSS ROAD, AND 0.4 KM (0.25 MI) SOUTHEAST OF SR 1408 FY4448'INTERSECTION. FY4448'STATION IS A STANDARD NCGS DISK STAMPED---GUIDING 1985---, SET INTO FY4448'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM FY4448'BELOW GROUND. LOCATED 4.33 METERS (14.2 FT) SOUTHWEST FROM THE FY4448'CENTERLINE OF ROAD, 24.14 METERS (79.2 FT) NORTHWEST FROM THE FY4448'NORTHWEST END OF DRIVEWAY CULVERT, 43.74 METERS (143.5 FT) SOUTHEAST FY4448'FROM THE SOUTHEAST END OF FIELD ROAD CULVERT, 13.74 METERS (45.1 FT) FY4448'WEST FROM A TELEPHONE PEDESTAL (16 E), AND 17.31 METERS (56.8 FT) FY4448'WEST-SOUTHWEST FROM A POWER POLE WITH TRANSFORMER AND REFERENCE TAG. FY4448'MARK IS LEVEL WITH ROAD. FY4448 FY4448 STATION RECOVERY (1987) FY4448 FY4448'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) FY4448'RECOVERED IN GOOD CONDITION. FY4448 FY4448 STATION RECOVERY (2005) FY4448 FY4448'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4448'N 36 28.014 FY4448'W 078 20.260 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2810 *********************************************************************** FY2810 DESIGNATION - HARRIET FY2810 PID - FY2810 FY2810 STATE/COUNTY- NC/VANCE FY2810 USGS QUAD - HENDERSON (1982) FY2810 FY2810 *CURRENT SURVEY CONTROL FY2810 ___________________________________________________________________ FY2810* NAD 83(1986)- 36 20 21.67261(N) 078 23 30.29203(W) ADJUSTED FY2810* NAVD 88 - 155.2 (meters) 509. (feet) VERTCON FY2810 ___________________________________________________________________ FY2810 LAPLACE CORR- -6.81 (seconds) DEFLEC99 FY2810 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2810 FY2810 HORZ ORDER - SECOND FY2810 FY2810.The North Carolina HARNS have been completed but, FY2810.due to contractual restrictions, coordinates for these stations FY2810.will NOT be published in the near future. In the interim, the FY2810.published coordinates in North Carolina will not be FY2810.consistent with the Continuously Operating Reference Stations FY2810.(CORS). The HARN coordinates for these stations are available FY2810.upon request. Contact Gary Thompson(919-733-3836). FY2810. FY2810.In addition, the published North Carolina positions FY2810.(NAD 83 (1986)) are NOT consistent with those determined in FY2810.adjacent state readjustments. The discontinuity between stations FY2810.located in North Carolina and those in adjacent states FY2810.which have been adjusted to the HARN may be as much as 5 FY2810.decimeters. This will result in a significant loss of accuracy FY2810.over lines crossing such state borders. FY2810 FY2810 FY2810.The horizontal coordinates were established by classical geodetic methods FY2810.and adjusted by the National Geodetic Survey in July 1986. FY2810 FY2810.The NAVD 88 height was computed by applying the VERTCON shift value to FY2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2810 FY2810.The Laplace correction was computed from DEFLEC99 derived deflections. FY2810 FY2810.The geoid height was determined by GEOID03. FY2810 FY2810; North East Units Scale Factor Converg. FY2810;SPC NC - 287,423.496 664,210.099 MT 1.00005278 +0 21 03.8 FY2810;SPC NC - 942,988.59 2,179,162.63 sFT 1.00005278 +0 21 03.8 FY2810;UTM 17 - 4,024,747.339 734,088.592 MT 1.00027521 +1 32 46.6 FY2810 FY2810! - Elev Factor x Scale Factor = Combined Factor FY2810!SPC NC - 0.99998077 x 1.00005278 = 1.00003355 FY2810!UTM 17 - 0.99998077 x 1.00027521 = 1.00025598 FY2810 FY2810: Primary Azimuth Mark Grid Az FY2810:SPC NC - ROCK 206 15 16.7 FY2810:UTM 17 - ROCK 205 03 33.9 FY2810 FY2810|---------------------------------------------------------------------| FY2810| PID Reference Object Distance Geod. Az | FY2810| dddmmss.s | FY2810| FY0255 DEB=B 7 APPROX. 0.6 KM 0253524.3 | FY2810| FY2826 ROCK APPROX. 1.0 KM 2063620.5 | FY2810|---------------------------------------------------------------------| FY2810 FY2810 SUPERSEDED SURVEY CONTROL FY2810 FY2810 NAD 27 - 36 20 21.14828(N) 078 23 31.30023(W) AD( ) 2 FY2810 NGVD 29 (07/19/86) 155.5 (m) 510. (f) VERT ANG FY2810 FY2810.Superseded values are not recommended for survey control. FY2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2810.See file dsdata.txt to determine how the superseded data were derived. FY2810 FY2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3408924747(NAD 83) FY2810_MARKER: DE = TRAVERSE STATION DISK FY2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2810_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2810_STAMPING: HARRIET 1969 FY2810_MARK LOGO: NCGS FY2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2810+STABILITY: SURFACE MOTION FY2810 FY2810 HISTORY - Date Condition Report By FY2810 HISTORY - 1969 MONUMENTED NCGS FY2810 FY2810 STATION DESCRIPTION FY2810 FY2810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2810'HARRIET IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2810'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2810' FY2810'HARRIET IS LOCATED APPROXIMATELY 0.8 MILES NORTH OF THE CENTER FY2810'OF HENDERSON. TO REACH STATION PROCEED FROM U.S. 1 BUSINESS FY2810'AND U.S. 158, GO NORTH 0.1 MILE ON U.S. 1 BUSINESS TO SR 1312, FY2810'GO EAST ON SR 1312 TO SR 1137, THEN SOUTH ON SR 1137 TO SR 1172 FY2810'AT HARRIET MILLS. STATION IS IN THE SOUTHEAST QUAD OF SR 1172 FY2810'AND RAILROAD. FY2810' FY2810'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2810'HARRIET 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2810'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2810' FY2810'MARK IS FY2810' FY2810'5.6 FT NNW OF E RR SIGNAL LIGHTPOST FY2810' FY2810'17.2 FT N OF NW CORNER FENCE POST AROUND HARRIET MILLS FY2810' FY2810'42.5 FT E OF W RR SIGNAL LIGHT POST FY2810' FY2810'67.7 FT NE OF PP ON S SIDE OF SR 1137, AND WITH ALUMINUM REF. TAG FY2810' FY2810'45.2 FT SW OF TP ON N SIDE OF SR 1172, AND WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4449 *********************************************************************** FY4449 DESIGNATION - HARRIS FY4449 PID - FY4449 FY4449 STATE/COUNTY- NC/VANCE FY4449 USGS QUAD - JOHN H KERR DAM (1981) FY4449 FY4449 *CURRENT SURVEY CONTROL FY4449 ___________________________________________________________________ FY4449* NAD 83(1986)- 36 32 23.05087(N) 078 21 37.55126(W) ADJUSTED FY4449* NAVD 88 - 109.9 (meters) 361. (feet) VERTCON FY4449 ___________________________________________________________________ FY4449 LAPLACE CORR- -7.03 (seconds) DEFLEC99 FY4449 GEOID HEIGHT- -32.47 (meters) GEOID03 FY4449 FY4449 HORZ ORDER - SECOND FY4449 FY4449.The North Carolina HARNS have been completed but, FY4449.due to contractual restrictions, coordinates for these stations FY4449.will NOT be published in the near future. In the interim, the FY4449.published coordinates in North Carolina will not be FY4449.consistent with the Continuously Operating Reference Stations FY4449.(CORS). The HARN coordinates for these stations are available FY4449.upon request. Contact Gary Thompson(919-733-3836). FY4449. FY4449.In addition, the published North Carolina positions FY4449.(NAD 83 (1986)) are NOT consistent with those determined in FY4449.adjacent state readjustments. The discontinuity between stations FY4449.located in North Carolina and those in adjacent states FY4449.which have been adjusted to the HARN may be as much as 5 FY4449.decimeters. This will result in a significant loss of accuracy FY4449.over lines crossing such state borders. FY4449 FY4449 FY4449.The horizontal coordinates were established by classical geodetic methods FY4449.and adjusted by the National Geodetic Survey in July 1992. FY4449 FY4449.The NAVD 88 height was computed by applying the VERTCON shift value to FY4449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4449 FY4449.The Laplace correction was computed from DEFLEC99 derived deflections. FY4449 FY4449.The geoid height was determined by GEOID03. FY4449 FY4449; North East Units Scale Factor Converg. FY4449;SPC NC - 309,678.583 666,878.420 MT 1.00012552 +0 22 08.9 FY4449;SPC NC - 1,016,003.82 2,187,916.95 sFT 1.00012552 +0 22 08.9 FY4449;UTM 17 - 4,047,057.708 736,291.007 MT 1.00028794 +1 34 20.2 FY4449 FY4449! - Elev Factor x Scale Factor = Combined Factor FY4449!SPC NC - 0.99998785 x 1.00012552 = 1.00011337 FY4449!UTM 17 - 0.99998785 x 1.00028794 = 1.00027578 FY4449 FY4449 SUPERSEDED SURVEY CONTROL FY4449 FY4449 NGVD 29 (07/10/92) 110.2 (m) 362. (f) VERT ANG FY4449 FY4449.Superseded values are not recommended for survey control. FY4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4449.See file dsdata.txt to determine how the superseded data were derived. FY4449 FY4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3629147058(NAD 83) FY4449_MARKER: DH = HORIZONTAL CONTROL DISK FY4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4449_SP_SET: CONCRETE POST FY4449_STAMPING: HARRIS 1985 FY4449_MARK LOGO: NCGS FY4449_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4449+STABILITY: SURFACE MOTION FY4449 FY4449 HISTORY - Date Condition Report By FY4449 HISTORY - 1985 MONUMENTED NCGS FY4449 FY4449 STATION DESCRIPTION FY4449 FY4449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4449'STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF TOWNSVILLE AND FY4449'23.5 KM (14.60 MI) NORTH OF HENDERSON. FY4449'ALONG SR 1359 (ROAD TO HENDERSON POINT) FOR 1.4 KM (0.85 MI) FY4449'WEST-NORTHWEST FROM THE ENTRANCE TO HENDERSON POINT STATE PARK, OR 1.0 FY4449'KM (0.6 MI) EAST OF SR 1356 INTERSECTION, AT E. HARRIS DRIVEWAY. FY4449'MARK IS A STANDARD NCGS DISK STAMPED---HARRIS 1985---, SET INTO THE FY4449'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM FY4449'BELOW GROUND. LOCATED 5.18 METERS (17.0 FT) SOUTH-SOUTHWEST FROM THE FY4449'CENTERLINE OF ROAD, 3.60 METERS (11.8 FT) NORTH-NORTHWEST FROM THE FY4449'WEST END OF DRIVEWAY CULVERT, 29.72 METERS (97.5 FT) NORTH FROM THE FY4449'NORTHWEST CORNER OF HOUSE--AND 29.26 METERS (96.0 FT) SOUTH-SOUTHEAST FY4449'FROM A POWER SERVICE POLE AND 27.52 METERS (90.3 FT) NORTH-NORTHEAST FY4449'FROM A POWER SERVICE POLE--BOTH WITH REFERENCE TAGS, AND 21.82 METERS FY4449'(71.6 FT) EAST-SOUTHEAST FROM A TELEPHONE PEDESTAL (17 E). FY4449'MARK IS AT HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2780 *********************************************************************** FY2780 DESIGNATION - HARTON FY2780 PID - FY2780 FY2780 STATE/COUNTY- NC/VANCE FY2780 USGS QUAD - VICKSBORO (1970) FY2780 FY2780 *CURRENT SURVEY CONTROL FY2780 ___________________________________________________________________ FY2780* NAD 83(1986)- 36 21 21.35533(N) 078 18 07.55751(W) ADJUSTED FY2780* NAVD 88 - 139.6 (meters) 458. (feet) VERTCON FY2780 ___________________________________________________________________ FY2780 LAPLACE CORR- -5.16 (seconds) DEFLEC99 FY2780 GEOID HEIGHT- -33.00 (meters) GEOID03 FY2780 FY2780 HORZ ORDER - SECOND FY2780 VERT ORDER - THIRD ? (See Below) FY2780 FY2780.The North Carolina HARNS have been completed but, FY2780.due to contractual restrictions, coordinates for these stations FY2780.will NOT be published in the near future. In the interim, the FY2780.published coordinates in North Carolina will not be FY2780.consistent with the Continuously Operating Reference Stations FY2780.(CORS). The HARN coordinates for these stations are available FY2780.upon request. Contact Gary Thompson(919-733-3836). FY2780. FY2780.In addition, the published North Carolina positions FY2780.(NAD 83 (1986)) are NOT consistent with those determined in FY2780.adjacent state readjustments. The discontinuity between stations FY2780.located in North Carolina and those in adjacent states FY2780.which have been adjusted to the HARN may be as much as 5 FY2780.decimeters. This will result in a significant loss of accuracy FY2780.over lines crossing such state borders. FY2780 FY2780 FY2780.The horizontal coordinates were established by classical geodetic methods FY2780.and adjusted by the National Geodetic Survey in July 1986. FY2780 FY2780.The NAVD 88 height was computed by applying the VERTCON shift value to FY2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2780.The vertical order pertains to the NGVD 29 superseded value. FY2780 FY2780.The Laplace correction was computed from DEFLEC99 derived deflections. FY2780 FY2780.The geoid height was determined by GEOID03. FY2780 FY2780; North East Units Scale Factor Converg. FY2780;SPC NC - 289,316.148 672,245.681 MT 1.00005832 +0 24 10.1 FY2780;SPC NC - 949,198.06 2,205,526.04 sFT 1.00005832 +0 24 10.1 FY2780;UTM 17 - 4,026,807.835 742,084.853 MT 1.00032213 +1 36 00.3 FY2780 FY2780! - Elev Factor x Scale Factor = Combined Factor FY2780!SPC NC - 0.99998326 x 1.00005832 = 1.00004158 FY2780!UTM 17 - 0.99998326 x 1.00032213 = 1.00030539 FY2780 FY2780: Primary Azimuth Mark Grid Az FY2780:SPC NC - CABLE 238 39 40.4 FY2780:UTM 17 - CABLE 237 27 50.2 FY2780 FY2780|---------------------------------------------------------------------| FY2780| PID Reference Object Distance Geod. Az | FY2780| dddmmss.s | FY2780| FY2774 CABLE 410.462 METERS 2390350.5 | FY2780|---------------------------------------------------------------------| FY2780 FY2780 SUPERSEDED SURVEY CONTROL FY2780 FY2780 NAD 27 - 36 21 20.83049(N) 078 18 08.57398(W) AD( ) 2 FY2780 NGVD 29 (07/19/86) 139.9 (m) 459. (f) LEVELING 3 FY2780 FY2780.Superseded values are not recommended for survey control. FY2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2780.See file dsdata.txt to determine how the superseded data were derived. FY2780 FY2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4208526808(NAD 83) FY2780_MARKER: DE = TRAVERSE STATION DISK FY2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2780_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2780_STAMPING: HARTON 1969 FY2780_MARK LOGO: NCGS FY2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2780+STABILITY: SURFACE MOTION FY2780 FY2780 HISTORY - Date Condition Report By FY2780 HISTORY - 1969 MONUMENTED NCGS FY2780 FY2780 STATION DESCRIPTION FY2780 FY2780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2780'HARTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2780'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2780' FY2780'HARTON IS LOCATED APPROXIMATELY 5.9 MILES ENE OF HENDERSON AND FY2780'3.3 MILES SSE OF MIDDLEBURG. TO REACH STATION PROCEED FROM THE FY2780'INTERSECTION OF U.S. 1 BYPASS AND SR 1001 NEAR HENDERSON, GO FY2780'EAST ON SR 1001 FOR 2.5 MILES TO INTERSECTION OF SR 1001 AND SR FY2780'1510, CONTINUE ON SR 1001 FOR 0.95 MILE TO STATION ON RIGHT AND FY2780'APPROXIMATELY 125 FEET WEST OF DRIVEWAY LEADING TO HOME OF MR. FY2780'HARTON. FY2780' FY2780'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2780'HARTON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2780'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2780' FY2780'MARK IS FY2780' FY2780'24.8 FT SSE OF C/L OF SR 1001 FY2780' FY2780'94.3 FT ENE OF 24 INCH ELM IN YARD OF HARTON RESIDENCE FY2780' FY2780'109.7 FT ENE OF 14 INCH ELM IN YARD OF HARTON RESIDENCE FY2780' FY2780'30.0 FT ENE OF NE CORNER OF YARD FY2780' FY2780'120.9 FT ESE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0249 *********************************************************************** FY0249 DESIGNATION - HENDERSON FY0249 PID - FY0249 FY0249 STATE/COUNTY- NC/VANCE FY0249 USGS QUAD - HENDERSON (1982) FY0249 FY0249 *CURRENT SURVEY CONTROL FY0249 ___________________________________________________________________ FY0249* NAD 83(1986)- 36 19 29.95100(N) 078 24 18.37868(W) ADJUSTED FY0249* NAVD 88 - 154.670 (meters) 507.45 (feet) ADJUSTED FY0249 ___________________________________________________________________ FY0249 LAPLACE CORR- -7.11 (seconds) DEFLEC99 FY0249 GEOID HEIGHT- -32.68 (meters) GEOID03 FY0249 DYNAMIC HT - 154.543 (meters) 507.03 (feet) COMP FY0249 MODELED GRAV- 979,805.0 (mgal) NAVD 88 FY0249 FY0249 HORZ ORDER - SECOND FY0249 VERT ORDER - FIRST CLASS II FY0249 FY0249.The North Carolina HARNS have been completed but, FY0249.due to contractual restrictions, coordinates for these stations FY0249.will NOT be published in the near future. In the interim, the FY0249.published coordinates in North Carolina will not be FY0249.consistent with the Continuously Operating Reference Stations FY0249.(CORS). The HARN coordinates for these stations are available FY0249.upon request. Contact Gary Thompson(919-733-3836). FY0249. FY0249.In addition, the published North Carolina positions FY0249.(NAD 83 (1986)) are NOT consistent with those determined in FY0249.adjacent state readjustments. The discontinuity between stations FY0249.located in North Carolina and those in adjacent states FY0249.which have been adjusted to the HARN may be as much as 5 FY0249.decimeters. This will result in a significant loss of accuracy FY0249.over lines crossing such state borders. FY0249 FY0249 FY0249.The horizontal coordinates were established by classical geodetic methods FY0249.and adjusted by the National Geodetic Survey in July 1986. FY0249 FY0249.The orthometric height was determined by differential leveling FY0249.and adjusted by the National Geodetic Survey in June 1991. FY0249 FY0249.The Laplace correction was computed from DEFLEC99 derived deflections. FY0249 FY0249.The geoid height was determined by GEOID03. FY0249 FY0249.The dynamic height is computed by dividing the NAVD 88 FY0249.geopotential number by the normal gravity value computed on the FY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0249.degrees latitude (g = 980.6199 gals.). FY0249 FY0249.The modeled gravity was interpolated from observed gravity values. FY0249 FY0249; North East Units Scale Factor Converg. FY0249;SPC NC - 285,821.928 663,020.441 MT 1.00004803 +0 20 36.1 FY0249;SPC NC - 937,734.11 2,175,259.56 sFT 1.00004803 +0 20 36.1 FY0249;UTM 17 - 4,023,120.952 732,932.332 MT 1.00026855 +1 32 16.1 FY0249 FY0249! - Elev Factor x Scale Factor = Combined Factor FY0249!SPC NC - 0.99998085 x 1.00004803 = 1.00002888 FY0249!UTM 17 - 0.99998085 x 1.00026855 = 1.00024940 FY0249 FY0249: Primary Azimuth Mark Grid Az FY0249:SPC NC - DAYA=F 7 050 08 28.7 FY0249:UTM 17 - DAYA=F 7 048 56 48.7 FY0249 FY0249|---------------------------------------------------------------------| FY0249| PID Reference Object Distance Geod. Az | FY0249| dddmmss.s | FY0249| FY0252 DAYA=F 7 APPROX. 0.6 KM 0502904.8 | FY0249| FY4076 HENDERSON RM=J 7 14802 | FY0249| FY2029 GOLSON 359.819 METERS 21238 | FY0249| FY2838 MILL 342.817 METERS 21343 | FY0249|---------------------------------------------------------------------| FY0249 FY0249 SUPERSEDED SURVEY CONTROL FY0249 FY0249 NAD 27 - 36 19 29.42592(N) 078 24 19.38743(W) AD( ) 2 FY0249 NGVD 29 (03/05/92) 154.955 (m) 508.38 (f) ADJUSTED 1 2 FY0249 FY0249.Superseded values are not recommended for survey control. FY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0249.See file dsdata.txt to determine how the superseded data were derived. FY0249 FY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3293223121(NAD 83) FY0249_MARKER: DS = TRIANGULATION STATION DISK FY0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY0249_STAMPING: 508.441 HENDERSON 1918 FY0249_MARK LOGO: CGS FY0249_PROJECTION: RECESSED 10 CENTIMETERS FY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0249+STABILITY: SURFACE MOTION FY0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY0249+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005 FY0249 FY0249 HISTORY - Date Condition Report By FY0249 HISTORY - 1918 MONUMENTED CGS FY0249 HISTORY - 1933 GOOD CGS FY0249 HISTORY - 1960 GOOD CGS FY0249 HISTORY - 1963 GOOD CGS FY0249 HISTORY - 1969 GOOD NCGS FY0249 HISTORY - 1977 GOOD NCGS FY0249 HISTORY - 1977 GOOD NCGS FY0249 HISTORY - 1978 GOOD NGS FY0249 HISTORY - 1978 GOOD NGS FY0249 HISTORY - 1979 GOOD NCGS FY0249 HISTORY - 1979 GOOD NCGS FY0249 HISTORY - 20050507 GOOD GEOCAC FY0249 FY0249 STATION DESCRIPTION FY0249 FY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY0249'ABOUT 380 METERS (1,247 FEET) SOUTH OF RAILWAY STATION AT FY0249'HENDERSON, 25 METERS (82 FEET) SOUTH OF MILEPOST 114, 1 METER FY0249'(3 FEET) SOUTH OF SECOND CROSSING (ORANGE STREET) SOUTH OF FY0249'RAILWAY STATION, DIRECTLY OPPOSITE FRONT DOOR OF BRICK FY0249'SCHOOLHOUSE ON OPPOSITE SIDE OF TRACK, AND 2.58 METERS (8.5 FEET) FY0249'WEST OF WEST RAIL OF MAIN TRACK. FY0249'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. FY0249'UNDERGROUND MARK IS NAIL IN CONCRETE. FY0249' FY0249'REFERENCE MARK IS STANDARD REFERENCE DISK FY0249'IN WEST FACE OF SCHOOLHOUSE, ABOUT 10 METERS (33 FEET) FROM FY0249'SOUTH END, 2 METERS (7 FEET) FROM GROUND, AND 62.98 METERS FY0249'(206.6 FEET) FROM STATION S 31 DEG 58 MIN E. FY0249' FY0249'STATION DAYA (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY0249'IS VISIBLE FROM GROUND N 50 DEG 29 MIN E. FY0249 FY0249 STATION RECOVERY (1960) FY0249 FY0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NVC) FY0249'STATION MARK FOUND IN GOOD CONDITION. REFERENCE MARK WAS FY0249'LOST. SCHOOL BURNED DOWN IN 1958. FY0249 FY0249 STATION RECOVERY (1963) FY0249 FY0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FY0249'AT HENDERSON. FY0249'RECOVERED AS DESCRIBED. ORIGINAL DESCRIPTION-- AT HENDERSON, FY0249'VANCE COUNTY, 0.2 MILE SOUTHWEST OF THE SEABOARD AIR LINE FY0249'RAILWAY STATION, 60 YARDS SOUTHWEST OF MILEPOST 114, ABOUT FY0249'207 FEET NORTHWEST OF A SCHOOL BUILDING ON THE SOUTHEAST SIDE FY0249'OF WILLIAM STREET, 3 FEET SOUTH OF THE SOUTH SIDE OF THE ORANGE FY0249'STREET CROSSING, BETWEEN THE TRACKS, AND 9 FEET WEST OF THE FY0249'WEST RAIL OF THE MAIN TRACK. FY0249'A STANDARD TRIANGULATION-STATION DISK, FY0249'STAMPED---508.441 HENDERSON 1918---, AND SET IN THE TOP OF A FY0249'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. FY0249 FY0249 STATION RECOVERY (1969) FY0249 FY0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY0249'HENDERSON 1918, 1933 GOOD FY0249' FY0249'REFERENCE MARK DESTROYED, BRICK SCHOOLHOUSE REMOVED. FY0249 FY0249 STATION RECOVERY (1977) FY0249 FY0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY0249'STATION IS LOCATED APPROXIMATELY 0.2 MILE SOUTHWEST OF THE SEABOARD FY0249'COAST LINE RAILROAD STATION BETWEEN THE TRACKS AT THE INTERSECTION OF FY0249'WILLIAM STREET AND ORANGE STREET, 60 YARDS SOUTHWEST OF MILEPOST 114, FY0249'8.9 FT. NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 17.8 FT. SOUTHWEST FY0249'OF CENTERLINE OF ORANGE ST., 56.4 FT. NORTH NORTHWEST OF TELEPHONE FY0249'POLE NUMBER 3J WITH ALUMINUM REF. TAG AND 46.1 SOUTH OF POWER POLE FY0249'WITH STREET LIGHT AND ALUMINUM REF. TAG. FY0249 FY0249 STATION RECOVERY (1977) FY0249 FY0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY0249'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY0249'DESCRIPTION FOLLOWS. FY0249' FY0249'THE STATION IS LOCATED IN HENDERSON. FY0249' FY0249'STATION IS LOCATED APPROXIMATELY 0.2 MILES SOUTHWEST OF THE SEABOARD FY0249'COAST LINE RAILROAD STATION BETWEEN THE TRACKS AT THE INTERSECTION OF FY0249'WILLIAM STREET AND ORANGE STREET. FY0249' FY0249'STATION MARK IS A STANDARD DISK, FY0249'STAMPED---508.441 HENDERSON 1918---, SET IN THE TOP FY0249'OF A CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW THE FY0249'GROUND SURFACE. THE MARK IS 8.9 FEET NORTHWEST OF THE NW RAIL FY0249'OF THE MAIL TRACK, 17.8 FEET SOUTHWEST OF THE CENTERLINE OF ORANGE FY0249'STREET, 56.4 FEET NORTH-NORTHWEST OF A TELEPHONE POLE 3J WITH FY0249'REFERENCE TAG AND 46.1 FEET SOUTH OF A POWER POLE WITH STREET FY0249'LIGHT AND REFERENCE TAG. FY0249 FY0249 STATION RECOVERY (1978) FY0249 FY0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0249'RECOVERED IN GOOD CONDITION. FY0249 FY0249 STATION RECOVERY (1978) FY0249 FY0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FY0249'RECOVERED IN GOOD CONDITION. FY0249 FY0249 STATION RECOVERY (1979) FY0249 FY0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY0249'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY0249'DESCRIPTION FOLLOWS. FY0249' FY0249'THE STATION IS LOCATED AT HENDERSON, 0.2 MILE SOUTHWEST OF THE FY0249'SEABOARD COAST LINE RAILWAY STATION, 60 YARDS SOUTHWEST OF MILEPOST FY0249'114, ABOUT 207 FEET NORTHWEST OF A SCHOOL BUILDING ON THE SOUTHEAST FY0249'SIDE OF WILLIAM STREET, 3 FEET SOUTH OF THE SOUTH SIDE OF THE ORANGE FY0249'STREET CROSSING, BETWEEN THE TRACKS, AND 9 FEET WEST OF THE WEST RAIL FY0249'OF THE MAIN TRACK. FY0249' FY0249'STATION MARK IS A STANDARD DISK STAMPED---508.441 HENDERSON 1918---, FY0249'SET IN THE TOP OF A CONCRETE POST, WHICH IS 3 INCHES ABOVE THE GROUND. FY0249 FY0249 STATION RECOVERY (1979) FY0249 FY0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY0249'0.3 MILE NORTHEAST ALONG GARNETT STREET (U.S. 1 - U.S. 158 FY0249'BUSINESS ROUTES) FROM THE POST OFFICE IN HENDERSON, THENCE FY0249'0.05 MILE SOUTHEAST ALONG ORANGE STREET, ON WEST SIDE OF FY0249'WILLIAMS STREET BETWEEN RAILROAD TRACKS AND 60 YARDS SOUTHWEST FY0249'OF MILEPOST 114, 19.0 FEET SOUTHWEST OF THE CENTERLINE FY0249'OF ORANGE STREET, 2.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE FY0249'OF STREET, 9.0 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, FY0249'29.0 FEET SOUTHEAST OF EAST CORNER OF WHITE MASONRY BUILDING, FY0249'46.4 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 46.7 FEET FY0249'SOUTHWEST OF THE SOUTH CORNER OF BRICK BUILDING AND 5.3 FEET FY0249'SOUTHEAST OF SOUTHEAST RAIL OF SPUR TRACK. FY0249'THE MARK IS 1 FT BELOW STREET. FY0249 FY0249 STATION RECOVERY (2005) FY0249 FY0249'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY0249'RECOVERED AS DESCRIBED EXCEPT SPUR TRACK HAS BEEN REMOVED. MARK IS 9 FY0249'FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, AND IS AT THE FY0249'WESTERN EDGE OF THE PAVEMENT FOR ORANGE STREET. MARK IS RECESSED 10CM. FY0249' FY0249' FY0249'AS NOTED IN THE 1960 RECOVERY, THE SCHOOL BUILDING NO LONGER EXISTS. FY0249'THE AREA WHERE IT STOOD IS A MUNICIPAL PARKING LOT. FY0249' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2835 *********************************************************************** FY2835 DESIGNATION - HENDERSON AMER AGRI CHEM CO TK FY2835 PID - FY2835 FY2835 STATE/COUNTY- NC/VANCE FY2835 USGS QUAD - HENDERSON (1982) FY2835 FY2835 *CURRENT SURVEY CONTROL FY2835 ___________________________________________________________________ FY2835* NAD 83(1986)- 36 20 57.67101(N) 078 22 44.67376(W) ADJUSTED FY2835* NAVD 88 - FY2835 ___________________________________________________________________ FY2835 LAPLACE CORR- -6.59 (seconds) DEFLEC99 FY2835 GEOID HEIGHT- -32.74 (meters) GEOID03 FY2835 FY2835 HORZ ORDER - THIRD FY2835 FY2835.The North Carolina HARNS have been completed but, FY2835.due to contractual restrictions, coordinates for these stations FY2835.will NOT be published in the near future. In the interim, the FY2835.published coordinates in North Carolina will not be FY2835.consistent with the Continuously Operating Reference Stations FY2835.(CORS). The HARN coordinates for these stations are available FY2835.upon request. Contact Gary Thompson(919-733-3836). FY2835. FY2835.In addition, the published North Carolina positions FY2835.(NAD 83 (1986)) are NOT consistent with those determined in FY2835.adjacent state readjustments. The discontinuity between stations FY2835.located in North Carolina and those in adjacent states FY2835.which have been adjusted to the HARN may be as much as 5 FY2835.decimeters. This will result in a significant loss of accuracy FY2835.over lines crossing such state borders. FY2835 FY2835 FY2835.The horizontal coordinates were established by classical geodetic methods FY2835.and adjusted by the National Geodetic Survey in July 1986. FY2835 FY2835 FY2835.The Laplace correction was computed from DEFLEC99 derived deflections. FY2835 FY2835.The geoid height was determined by GEOID03. FY2835 FY2835; North East Units Scale Factor Converg. FY2835;SPC NC - 288,540.183 665,340.813 MT 1.00005611 +0 21 30.2 FY2835;SPC NC - 946,652.25 2,182,872.32 sFT 1.00005611 +0 21 30.2 FY2835;UTM 17 - 4,025,887.629 735,196.009 MT 1.00028161 +1 33 15.0 FY2835 FY2835 SUPERSEDED SURVEY CONTROL FY2835 FY2835 NAD 27 - 36 20 57.14661(N) 078 22 45.68835(W) AD( ) 3 FY2835 FY2835.Superseded values are not recommended for survey control. FY2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2835.See file dsdata.txt to determine how the superseded data were derived. FY2835 FY2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3519625888(NAD 83) FY2835_MARKER: 53 = ELEVATED TANK FY2835 FY2835 HISTORY - Date Condition Report By FY2835 HISTORY - 1933 FIRST OBSERVED CGS FY2835 HISTORY - 1968 GOOD CGS FY2835 HISTORY - 1985 MARK NOT FOUND USPSQD FY2835 FY2835 STATION DESCRIPTION FY2835 FY2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2835'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH FY2835'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE AMERICAN FY2835'AGRICULTURE CHEMICAL COMPANY. IT IS LOCATED 2 MILES NORTHEAST FY2835'OF TOWN AND 0.1 MILE EAST OF U.S. HIGHWAY 1 BUSINESS ROUTE. FY2835' FY2835'THE COMPLETE NAME OF THIS STATION IS HENDERSON AMERICAN FY2835'AGRICULTURE CHEMICAL COMPANY TANK. FY2835 FY2835 STATION RECOVERY (1985) FY2835 FY2835'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2835'STATION FOUND DESTROYED. FY2835' FY2835'BUILDING NOW OWNED BY ELLINGTON ENTERPRISES. FY2835'TANK HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2811 *********************************************************************** FY2811 DESIGNATION - HENDERSON CAROLINA BAGGING STK FY2811 PID - FY2811 FY2811 STATE/COUNTY- NC/VANCE FY2811 USGS QUAD - HENDERSON (1982) FY2811 FY2811 *CURRENT SURVEY CONTROL FY2811 ___________________________________________________________________ FY2811* NAD 83(1986)- 36 19 02.52614(N) 078 24 25.46238(W) ADJUSTED FY2811* NAVD 88 - FY2811 ___________________________________________________________________ FY2811 LAPLACE CORR- -7.15 (seconds) DEFLEC99 FY2811 GEOID HEIGHT- -32.68 (meters) GEOID03 FY2811 FY2811 HORZ ORDER - THIRD FY2811 FY2811.The North Carolina HARNS have been completed but, FY2811.due to contractual restrictions, coordinates for these stations FY2811.will NOT be published in the near future. In the interim, the FY2811.published coordinates in North Carolina will not be FY2811.consistent with the Continuously Operating Reference Stations FY2811.(CORS). The HARN coordinates for these stations are available FY2811.upon request. Contact Gary Thompson(919-733-3836). FY2811. FY2811.In addition, the published North Carolina positions FY2811.(NAD 83 (1986)) are NOT consistent with those determined in FY2811.adjacent state readjustments. The discontinuity between stations FY2811.located in North Carolina and those in adjacent states FY2811.which have been adjusted to the HARN may be as much as 5 FY2811.decimeters. This will result in a significant loss of accuracy FY2811.over lines crossing such state borders. FY2811 FY2811 FY2811.The horizontal coordinates were established by classical geodetic methods FY2811.and adjusted by the National Geodetic Survey in July 1986. FY2811 FY2811 FY2811.The Laplace correction was computed from DEFLEC99 derived deflections. FY2811 FY2811.The geoid height was determined by GEOID03. FY2811 FY2811; North East Units Scale Factor Converg. FY2811;SPC NC - 284,975.514 662,848.801 MT 1.00004555 +0 20 32.0 FY2811;SPC NC - 934,957.17 2,174,696.44 sFT 1.00004555 +0 20 32.0 FY2811;UTM 17 - 4,022,270.956 732,778.338 MT 1.00026767 +1 32 10.9 FY2811 FY2811 SUPERSEDED SURVEY CONTROL FY2811 FY2811 NAD 27 - 36 19 02.00053(N) 078 24 26.46795(W) AD( ) 3 FY2811 FY2811.Superseded values are not recommended for survey control. FY2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2811.See file dsdata.txt to determine how the superseded data were derived. FY2811 FY2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3277822271(NAD 83) FY2811_MARKER: 63 = STACK FY2811 FY2811 HISTORY - Date Condition Report By FY2811 HISTORY - 1968 FIRST OBSERVED CGS FY2811 HISTORY - 1985 GOOD USPSQD FY2811 FY2811 STATION DESCRIPTION FY2811 FY2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2811'THE STATION IS THE CENTER OF THE TOP OF A 135 FOOT HIGH FY2811'CONCRETE STACK, OWNED BY THE CAROLINA BAGGING COMPANY AND FY2811'LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE CENTER OF TOWN. FY2811' FY2811'THE COMPLETE NAME OF THIS STATION IS HENDERSON CAROLINA BAGGING FY2811'COMPANY STACK. FY2811 FY2811 STATION RECOVERY (1985) FY2811 FY2811'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2811'STATION FOUND GOOD. FY2811'TRIANGULATION INTERSECTING POINT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2812 *********************************************************************** FY2812 DESIGNATION - HENDERSON CAROLINA BAGGING TK FY2812 PID - FY2812 FY2812 STATE/COUNTY- NC/VANCE FY2812 USGS QUAD - HENDERSON (1982) FY2812 FY2812 *CURRENT SURVEY CONTROL FY2812 ___________________________________________________________________ FY2812* NAD 83(1986)- 36 18 58.36690(N) 078 24 23.63976(W) ADJUSTED FY2812* NAVD 88 - FY2812 ___________________________________________________________________ FY2812 LAPLACE CORR- -7.14 (seconds) DEFLEC99 FY2812 GEOID HEIGHT- -32.69 (meters) GEOID03 FY2812 FY2812 HORZ ORDER - THIRD FY2812 FY2812.The North Carolina HARNS have been completed but, FY2812.due to contractual restrictions, coordinates for these stations FY2812.will NOT be published in the near future. In the interim, the FY2812.published coordinates in North Carolina will not be FY2812.consistent with the Continuously Operating Reference Stations FY2812.(CORS). The HARN coordinates for these stations are available FY2812.upon request. Contact Gary Thompson(919-733-3836). FY2812. FY2812.In addition, the published North Carolina positions FY2812.(NAD 83 (1986)) are NOT consistent with those determined in FY2812.adjacent state readjustments. The discontinuity between stations FY2812.located in North Carolina and those in adjacent states FY2812.which have been adjusted to the HARN may be as much as 5 FY2812.decimeters. This will result in a significant loss of accuracy FY2812.over lines crossing such state borders. FY2812 FY2812 FY2812.The horizontal coordinates were established by classical geodetic methods FY2812.and adjusted by the National Geodetic Survey in July 1986. FY2812 FY2812 FY2812.The Laplace correction was computed from DEFLEC99 derived deflections. FY2812 FY2812.The geoid height was determined by GEOID03. FY2812 FY2812; North East Units Scale Factor Converg. FY2812;SPC NC - 284,847.579 662,895.033 MT 1.00004517 +0 20 33.0 FY2812;SPC NC - 934,537.43 2,174,848.12 sFT 1.00004517 +0 20 33.0 FY2812;UTM 17 - 4,022,143.984 732,827.237 MT 1.00026795 +1 32 11.9 FY2812 FY2812 SUPERSEDED SURVEY CONTROL FY2812 FY2812 NAD 27 - 36 18 57.84129(N) 078 24 24.64540(W) AD( ) 3 FY2812 FY2812.Superseded values are not recommended for survey control. FY2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2812.See file dsdata.txt to determine how the superseded data were derived. FY2812 FY2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3282722144(NAD 83) FY2812_MARKER: 53 = ELEVATED TANK FY2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2812+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2812 FY2812 HISTORY - Date Condition Report By FY2812 HISTORY - 1968 FIRST OBSERVED CGS FY2812 HISTORY - 1985 GOOD USPSQD FY2812 HISTORY - 20050303 GOOD GEOCAC FY2812 FY2812 STATION DESCRIPTION FY2812 FY2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2812'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH FY2812'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE CAROLINA BAGGING FY2812'COMPANY. IT IS LOCATED 3/4 MILE SOUTHEAST OF TOWN. FY2812' FY2812'THE COMPLETE NAME OF THIS STATION IS HENDERSON CAROLINA FY2812'BAGGING COMPANY TANK. FY2812 FY2812 STATION RECOVERY (1985) FY2812 FY2812'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2812'STATION FOUND GOOD. FY2812'TRIANGULATION INTERSECTING POINT. FY2812 FY2812 STATION RECOVERY (2005) FY2812 FY2812'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2812'RECOVERED AS DESCRIBED. PLANT IS CLOSED. TANK IS NOT IN USE AND FY2812'EXTERIOR IS VERY RUSTY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2836 *********************************************************************** FY2836 DESIGNATION - HENDERSON CHURCH SPIRE FY2836 PID - FY2836 FY2836 STATE/COUNTY- NC/VANCE FY2836 USGS QUAD - HENDERSON (1982) FY2836 FY2836 *CURRENT SURVEY CONTROL FY2836 ___________________________________________________________________ FY2836* NAD 83(1986)- 36 19 42.57317(N) 078 24 04.31316(W) ADJUSTED FY2836* NAVD 88 - FY2836 ___________________________________________________________________ FY2836 LAPLACE CORR- -7.03 (seconds) DEFLEC99 FY2836 GEOID HEIGHT- -32.69 (meters) GEOID03 FY2836 FY2836 HORZ ORDER - THIRD FY2836 FY2836.The North Carolina HARNS have been completed but, FY2836.due to contractual restrictions, coordinates for these stations FY2836.will NOT be published in the near future. In the interim, the FY2836.published coordinates in North Carolina will not be FY2836.consistent with the Continuously Operating Reference Stations FY2836.(CORS). The HARN coordinates for these stations are available FY2836.upon request. Contact Gary Thompson(919-733-3836). FY2836. FY2836.In addition, the published North Carolina positions FY2836.(NAD 83 (1986)) are NOT consistent with those determined in FY2836.adjacent state readjustments. The discontinuity between stations FY2836.located in North Carolina and those in adjacent states FY2836.which have been adjusted to the HARN may be as much as 5 FY2836.decimeters. This will result in a significant loss of accuracy FY2836.over lines crossing such state borders. FY2836 FY2836 FY2836.The horizontal coordinates were established by classical geodetic methods FY2836.and adjusted by the National Geodetic Survey in July 1986. FY2836 FY2836 FY2836.The Laplace correction was computed from DEFLEC99 derived deflections. FY2836 FY2836.The geoid height was determined by GEOID03. FY2836 FY2836; North East Units Scale Factor Converg. FY2836;SPC NC - 286,213.111 663,368.931 MT 1.00004919 +0 20 44.2 FY2836;SPC NC - 939,017.52 2,176,402.90 sFT 1.00004919 +0 20 44.2 FY2836;UTM 17 - 4,023,519.402 733,272.667 MT 1.00027051 +1 32 24.9 FY2836 FY2836 SUPERSEDED SURVEY CONTROL FY2836 FY2836 NAD 27 - 36 19 42.03941(N) 078 24 05.32787(W) AD( ) 3 FY2836 FY2836.Superseded values are not recommended for survey control. FY2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2836.See file dsdata.txt to determine how the superseded data were derived. FY2836 FY2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3327323519(NAD 83) FY2836_MARKER: 90 = CHURCH SPIRE FY2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2836+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2836 FY2836 HISTORY - Date Condition Report By FY2836 HISTORY - 1933 FIRST OBSERVED CGS FY2836 HISTORY - 20050303 GOOD GEOCAC FY2836 FY2836 STATION DESCRIPTION FY2836 FY2836'DESCRIBED BY GEOCACHING 2005 (PFF) FY2836'VERIFIED EXISTENCE. THIS IS THE SPIRE OF FIRST UNITED METHODIST FY2836'CHURCH, AT THE CORNER OF WEST CHURCH STREET AND NORTH GARNETT STREET. FY2836'IT IS A GREEN, POINTED STEEPLE WITH A CROSS AT THE APEX. FY2836' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2837 *********************************************************************** FY2837 DESIGNATION - HENDERSON COTTON MILLS TANK FY2837 PID - FY2837 FY2837 STATE/COUNTY- NC/VANCE FY2837 USGS QUAD - HENDERSON (1982) FY2837 FY2837 *CURRENT SURVEY CONTROL FY2837 ___________________________________________________________________ FY2837* NAD 83(1986)- 36 20 14.36649(N) 078 23 32.39262(W) ADJUSTED FY2837* NAVD 88 - FY2837 ___________________________________________________________________ FY2837 LAPLACE CORR- -6.83 (seconds) DEFLEC99 FY2837 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2837 FY2837 HORZ ORDER - THIRD FY2837 FY2837.The North Carolina HARNS have been completed but, FY2837.due to contractual restrictions, coordinates for these stations FY2837.will NOT be published in the near future. In the interim, the FY2837.published coordinates in North Carolina will not be FY2837.consistent with the Continuously Operating Reference Stations FY2837.(CORS). The HARN coordinates for these stations are available FY2837.upon request. Contact Gary Thompson(919-733-3836). FY2837. FY2837.In addition, the published North Carolina positions FY2837.(NAD 83 (1986)) are NOT consistent with those determined in FY2837.adjacent state readjustments. The discontinuity between stations FY2837.located in North Carolina and those in adjacent states FY2837.which have been adjusted to the HARN may be as much as 5 FY2837.decimeters. This will result in a significant loss of accuracy FY2837.over lines crossing such state borders. FY2837 FY2837 FY2837.The horizontal coordinates were established by classical geodetic methods FY2837.and adjusted by the National Geodetic Survey in July 1986. FY2837 FY2837 FY2837.The Laplace correction was computed from DEFLEC99 derived deflections. FY2837 FY2837.The geoid height was determined by GEOID03. FY2837 FY2837; North East Units Scale Factor Converg. FY2837;SPC NC - 287,197.966 664,159.092 MT 1.00005210 +0 21 02.6 FY2837;SPC NC - 942,248.66 2,178,995.29 sFT 1.00005210 +0 21 02.6 FY2837;UTM 17 - 4,024,520.744 734,042.290 MT 1.00027494 +1 32 45.0 FY2837 FY2837 SUPERSEDED SURVEY CONTROL FY2837 FY2837 NAD 27 - 36 20 13.84258(N) 078 23 33.39892(W) AD( ) 3 FY2837 FY2837.Superseded values are not recommended for survey control. FY2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2837.See file dsdata.txt to determine how the superseded data were derived. FY2837 FY2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3404224521(NAD 83) FY2837_MARKER: 53 = ELEVATED TANK FY2837 FY2837 HISTORY - Date Condition Report By FY2837 HISTORY - 1933 FIRST OBSERVED CGS FY2837 HISTORY - 1968 GOOD CGS FY2837 HISTORY - 1985 GOOD USPSQD FY2837 HISTORY - 20050303 MARK NOT FOUND GEOCAC FY2837 FY2837 STATION DESCRIPTION FY2837 FY2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2837'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH FY2837'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE HARRIET AND FY2837'HENDERSON COTTON MILLS INCORPORATED. IT IS LOCATED 1 MILE NORTH FY2837'OF TOWN AND 75 FEET NORTH OF MAIN STREET. FY2837' FY2837'THE COMPLETE NAME OF THIS STATION IS HENDERSON HARRIET MILLS FY2837'NORTH TANK. FY2837' FY2837'FORMERLY NAMED IN 1933 AS--HENDERSON COTTON MILLS TANK. FY2837 FY2837 STATION RECOVERY (1985) FY2837 FY2837'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2837'STATION FOUND GOOD. FY2837' FY2837'TRIANGULATION INTERSECTION POINT. FY2837 FY2837 STATION RECOVERY (2005) FY2837 FY2837'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2837'VISITED SITE. NO TANK VISIBLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2813 *********************************************************************** FY2813 DESIGNATION - HENDERSON HARRIET MILLS E TANK FY2813 PID - FY2813 FY2813 STATE/COUNTY- NC/VANCE FY2813 USGS QUAD - HENDERSON (1982) FY2813 FY2813 *CURRENT SURVEY CONTROL FY2813 ___________________________________________________________________ FY2813* NAD 83(1986)- 36 18 52.73358(N) 078 23 55.77601(W) ADJUSTED FY2813* NAVD 88 - FY2813 ___________________________________________________________________ FY2813 LAPLACE CORR- -7.07 (seconds) DEFLEC99 FY2813 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2813 FY2813 HORZ ORDER - THIRD FY2813 FY2813.The North Carolina HARNS have been completed but, FY2813.due to contractual restrictions, coordinates for these stations FY2813.will NOT be published in the near future. In the interim, the FY2813.published coordinates in North Carolina will not be FY2813.consistent with the Continuously Operating Reference Stations FY2813.(CORS). The HARN coordinates for these stations are available FY2813.upon request. Contact Gary Thompson(919-733-3836). FY2813. FY2813.In addition, the published North Carolina positions FY2813.(NAD 83 (1986)) are NOT consistent with those determined in FY2813.adjacent state readjustments. The discontinuity between stations FY2813.located in North Carolina and those in adjacent states FY2813.which have been adjusted to the HARN may be as much as 5 FY2813.decimeters. This will result in a significant loss of accuracy FY2813.over lines crossing such state borders. FY2813 FY2813 FY2813.The horizontal coordinates were established by classical geodetic methods FY2813.and adjusted by the National Geodetic Survey in July 1986. FY2813 FY2813 FY2813.The Laplace correction was computed from DEFLEC99 derived deflections. FY2813 FY2813.The geoid height was determined by GEOID03. FY2813 FY2813; North East Units Scale Factor Converg. FY2813;SPC NC - 284,678.118 663,591.168 MT 1.00004466 +0 20 49.1 FY2813;SPC NC - 933,981.46 2,177,132.02 sFT 1.00004466 +0 20 49.1 FY2813;UTM 17 - 4,021,989.032 733,526.909 MT 1.00027197 +1 32 28.2 FY2813 FY2813 SUPERSEDED SURVEY CONTROL FY2813 FY2813 NAD 27 - 36 18 52.20875(N) 078 23 56.78206(W) AD( ) 3 FY2813 FY2813.Superseded values are not recommended for survey control. FY2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2813.See file dsdata.txt to determine how the superseded data were derived. FY2813 FY2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3352721989(NAD 83) FY2813_MARKER: 53 = ELEVATED TANK FY2813 FY2813 HISTORY - Date Condition Report By FY2813 HISTORY - 1968 FIRST OBSERVED CGS FY2813 HISTORY - 1985 GOOD USPSQD FY2813 HISTORY - 20050303 MARK NOT FOUND GEOCAC FY2813 FY2813 STATION DESCRIPTION FY2813 FY2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2813'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH FY2813'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE HARRIET AND FY2813'HENDERSON COTTON MILLS INCORPORATED. IT IS LOCATED 3/4 MILE FY2813'SOUTHEAST OF TOWN AND 300 FEET SOUTH OF ALEXANDER AVENUE. FY2813' FY2813'THE COMPLETE NAME OF THIS STATION IS HENDERSON HARRIET MILLS FY2813'EAST TANK. FY2813 FY2813 STATION RECOVERY (1985) FY2813 FY2813'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2813'STATION FOUND GOOD. FY2813' FY2813'TRIANGULATION INTERSECTION POINT. FY2813 FY2813 STATION RECOVERY (2005) FY2813 FY2813'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2813'VISITED SITE. NO TANK VISIBLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2814 *********************************************************************** FY2814 DESIGNATION - HENDERSON HARRIET MILLS W TANK FY2814 PID - FY2814 FY2814 STATE/COUNTY- NC/VANCE FY2814 USGS QUAD - HENDERSON (1982) FY2814 FY2814 *CURRENT SURVEY CONTROL FY2814 ___________________________________________________________________ FY2814* NAD 83(1986)- 36 18 50.33582(N) 078 24 09.72589(W) ADJUSTED FY2814* NAVD 88 - FY2814 ___________________________________________________________________ FY2814 LAPLACE CORR- -7.11 (seconds) DEFLEC99 FY2814 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2814 FY2814 HORZ ORDER - THIRD FY2814 FY2814.The North Carolina HARNS have been completed but, FY2814.due to contractual restrictions, coordinates for these stations FY2814.will NOT be published in the near future. In the interim, the FY2814.published coordinates in North Carolina will not be FY2814.consistent with the Continuously Operating Reference Stations FY2814.(CORS). The HARN coordinates for these stations are available FY2814.upon request. Contact Gary Thompson(919-733-3836). FY2814. FY2814.In addition, the published North Carolina positions FY2814.(NAD 83 (1986)) are NOT consistent with those determined in FY2814.adjacent state readjustments. The discontinuity between stations FY2814.located in North Carolina and those in adjacent states FY2814.which have been adjusted to the HARN may be as much as 5 FY2814.decimeters. This will result in a significant loss of accuracy FY2814.over lines crossing such state borders. FY2814 FY2814 FY2814.The horizontal coordinates were established by classical geodetic methods FY2814.and adjusted by the National Geodetic Survey in July 1986. FY2814 FY2814 FY2814.The Laplace correction was computed from DEFLEC99 derived deflections. FY2814 FY2814.The geoid height was determined by GEOID03. FY2814 FY2814; North East Units Scale Factor Converg. FY2814;SPC NC - 284,602.108 663,243.615 MT 1.00004445 +0 20 41.1 FY2814;SPC NC - 933,732.08 2,175,991.76 sFT 1.00004445 +0 20 41.1 FY2814;UTM 17 - 4,021,905.777 733,180.938 MT 1.00026998 +1 32 19.8 FY2814 FY2814 SUPERSEDED SURVEY CONTROL FY2814 FY2814 NAD 27 - 36 18 49.81021(N) 078 24 10.73192(W) AD( ) 3 FY2814 FY2814.Superseded values are not recommended for survey control. FY2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2814.See file dsdata.txt to determine how the superseded data were derived. FY2814 FY2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3318121906(NAD 83) FY2814_MARKER: 53 = ELEVATED TANK FY2814 FY2814 HISTORY - Date Condition Report By FY2814 HISTORY - 1968 FIRST OBSERVED CGS FY2814 HISTORY - 1985 GOOD USPSQD FY2814 HISTORY - 20050303 MARK NOT FOUND GEOCAC FY2814 FY2814 STATION DESCRIPTION FY2814 FY2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2814'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH FY2814'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE HARRIET AND FY2814'HENDERSON COTTON MILLS INCORPORATED. IT IS LOCATED 3/4 MILE FY2814'SOUTH-SOUTHEAST OF TOWN AND 50 FEET NORTH OF A PAVED ROAD. FY2814' FY2814'THE COMPLETE NAME OF THIS STATION IS HENDERSON HARRIET MILLS FY2814'WEST TANK. FY2814 FY2814 STATION RECOVERY (1985) FY2814 FY2814'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2814'STATION FOUND GOOD. FY2814' FY2814'TRIANGULATION INTERSECTION POINT. FY2814 FY2814 STATION RECOVERY (2005) FY2814 FY2814'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2814'VISITED SITE. NO TANK VISIBLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2781 *********************************************************************** FY2781 DESIGNATION - HENDERSON LOOKOUT TOWER FY2781 PID - FY2781 FY2781 STATE/COUNTY- NC/VANCE FY2781 USGS QUAD - VICKSBORO (1970) FY2781 FY2781 *CURRENT SURVEY CONTROL FY2781 ___________________________________________________________________ FY2781* NAD 83(1986)- 36 21 24.84807(N) 078 22 13.75488(W) ADJUSTED FY2781* NAVD 88 - FY2781 ___________________________________________________________________ FY2781 LAPLACE CORR- -6.46 (seconds) DEFLEC99 FY2781 GEOID HEIGHT- -32.76 (meters) GEOID03 FY2781 FY2781 HORZ ORDER - THIRD FY2781 FY2781.The North Carolina HARNS have been completed but, FY2781.due to contractual restrictions, coordinates for these stations FY2781.will NOT be published in the near future. In the interim, the FY2781.published coordinates in North Carolina will not be FY2781.consistent with the Continuously Operating Reference Stations FY2781.(CORS). The HARN coordinates for these stations are available FY2781.upon request. Contact Gary Thompson(919-733-3836). FY2781. FY2781.In addition, the published North Carolina positions FY2781.(NAD 83 (1986)) are NOT consistent with those determined in FY2781.adjacent state readjustments. The discontinuity between stations FY2781.located in North Carolina and those in adjacent states FY2781.which have been adjusted to the HARN may be as much as 5 FY2781.decimeters. This will result in a significant loss of accuracy FY2781.over lines crossing such state borders. FY2781 FY2781 FY2781.The horizontal coordinates were established by classical geodetic methods FY2781.and adjusted by the National Geodetic Survey in July 1986. FY2781 FY2781 FY2781.The Laplace correction was computed from DEFLEC99 derived deflections. FY2781 FY2781.The geoid height was determined by GEOID03. FY2781 FY2781; North East Units Scale Factor Converg. FY2781;SPC NC - 289,382.770 666,106.476 MT 1.00005865 +0 21 48.0 FY2781;SPC NC - 949,416.64 2,185,384.33 sFT 1.00005865 +0 21 48.0 FY2781;UTM 17 - 4,026,746.207 735,944.089 MT 1.00028595 +1 33 34.3 FY2781 FY2781 SUPERSEDED SURVEY CONTROL FY2781 FY2781 NAD 27 - 36 21 24.32092(N) 078 22 14.76068(W) AD( ) 3 FY2781 FY2781.Superseded values are not recommended for survey control. FY2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2781.See file dsdata.txt to determine how the superseded data were derived. FY2781 FY2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3594426746(NAD 83) FY2781_MARKER: 57 = LOOKOUT TOWER FY2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2781+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2781 FY2781 HISTORY - Date Condition Report By FY2781 HISTORY - 1968 FIRST OBSERVED CGS FY2781 HISTORY - 1985 GOOD USPSQD FY2781 HISTORY - 20050303 GOOD GEOCAC FY2781 FY2781 STATION DESCRIPTION FY2781 FY2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2781'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH STEEL FY2781'TOWER, OWNED BY THE STATE FOREST SERVICE. IT IS LOCATED 2-1/2 FY2781'MILES NORTH-NORTHEAST OF TOWN AND 0.1 MILE EAST OF U.S. HIGHWAY FY2781'1 BUSINESS ROUTE. FY2781' FY2781'THE COMPLETE NAME OF THIS STATION IS HENDERSON LOOKOUT TOWER. FY2781 FY2781 STATION RECOVERY (1985) FY2781 FY2781'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2781'STATION FOUND GOOD. FY2781' FY2781'TRIANGULATION INTERSECTION POINT. FY2781 FY2781 STATION RECOVERY (2005) FY2781 FY2781'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2781'VISITED SITE AND VERIFIED EXISTENCE. STRUCTURE IS ON EAST SIDE OF A FY2781'CONCRETE BLOCK WAREHOUSE BUILDING. GPS READING AT SOUTHEAST LEG WAS FY2781'N36 21 25.1, W078 22 13.6 (PLUS/MINUS 11.1 FT). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2815 *********************************************************************** FY2815 DESIGNATION - HENDERSON MUN STANDPIPE FY2815 PID - FY2815 FY2815 STATE/COUNTY- NC/VANCE FY2815 USGS QUAD - HENDERSON (1982) FY2815 FY2815 *CURRENT SURVEY CONTROL FY2815 ___________________________________________________________________ FY2815* NAD 83(1986)- 36 19 39.94760(N) 078 23 38.70043(W) ADJUSTED FY2815* NAVD 88 - FY2815 ___________________________________________________________________ FY2815 LAPLACE CORR- -6.91 (seconds) DEFLEC99 FY2815 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2815 FY2815 HORZ ORDER - THIRD FY2815 FY2815.The North Carolina HARNS have been completed but, FY2815.due to contractual restrictions, coordinates for these stations FY2815.will NOT be published in the near future. In the interim, the FY2815.published coordinates in North Carolina will not be FY2815.consistent with the Continuously Operating Reference Stations FY2815.(CORS). The HARN coordinates for these stations are available FY2815.upon request. Contact Gary Thompson(919-733-3836). FY2815. FY2815.In addition, the published North Carolina positions FY2815.(NAD 83 (1986)) are NOT consistent with those determined in FY2815.adjacent state readjustments. The discontinuity between stations FY2815.located in North Carolina and those in adjacent states FY2815.which have been adjusted to the HARN may be as much as 5 FY2815.decimeters. This will result in a significant loss of accuracy FY2815.over lines crossing such state borders. FY2815 FY2815 FY2815.The horizontal coordinates were established by classical geodetic methods FY2815.and adjusted by the National Geodetic Survey in July 1986. FY2815 FY2815 FY2815.The Laplace correction was computed from DEFLEC99 derived deflections. FY2815 FY2815.The geoid height was determined by GEOID03. FY2815 FY2815; North East Units Scale Factor Converg. FY2815;SPC NC - 286,136.055 664,008.256 MT 1.00004895 +0 20 59.0 FY2815;SPC NC - 938,764.71 2,178,500.42 sFT 1.00004895 +0 20 59.0 FY2815;UTM 17 - 4,023,455.679 733,913.603 MT 1.00027420 +1 32 40.0 FY2815 FY2815 SUPERSEDED SURVEY CONTROL FY2815 FY2815 NAD 27 - 36 19 39.42303(N) 078 23 39.70645(W) AD( ) 3 FY2815 FY2815.Superseded values are not recommended for survey control. FY2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2815.See file dsdata.txt to determine how the superseded data were derived. FY2815 FY2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3391423456(NAD 83) FY2815_MARKER: 52 = STANDPIPE TANK FY2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2815+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2815 FY2815 HISTORY - Date Condition Report By FY2815 HISTORY - 1968 FIRST OBSERVED CGS FY2815 HISTORY - 1985 GOOD USPSQD FY2815 HISTORY - 20050303 GOOD GEOCAC FY2815 FY2815 STATION DESCRIPTION FY2815 FY2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2815'THE STATION IS THE CENTER OF THE TOP OF A 134 FOOT HIGH METAL FY2815'STANDPIPE, LOCATED 1/2 MILE NORTHEAST OF TOWN, 100 FEET FY2815'SOUTHEAST OF WATER STREET AND 20 FEET NORTHEAST OF ANDREWS AVENUE. FY2815' FY2815'THE COMPLETE NAME OF THIS STATION IS HENDERSON MUNICIPAL STANDPIPE. FY2815 FY2815 STATION RECOVERY (1985) FY2815 FY2815'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2815'STATION FOUND GOOD. FY2815'TRIANGULATION INTERSECTION POINT. FY2815 FY2815 STATION RECOVERY (2005) FY2815 FY2815'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2815'RECOVERED AS DESCRIBED AT THE INTERSECTION OF N. CLARK STREET AND E. FY2815'ANDREWS STREET, IN THE SE QUADRANT. CELLULAR ANTENNAS HAVE BEEN ADDED FY2815'TO THE TOP OF THE STRUCTURE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2816 *********************************************************************** FY2816 DESIGNATION - HENDERSON MUN TANK FY2816 PID - FY2816 FY2816 STATE/COUNTY- NC/VANCE FY2816 USGS QUAD - HENDERSON (1982) FY2816 FY2816 *CURRENT SURVEY CONTROL FY2816 ___________________________________________________________________ FY2816* NAD 83(1986)- 36 19 10.00750(N) 078 24 31.25165(W) ADJUSTED FY2816* NAVD 88 - FY2816 ___________________________________________________________________ FY2816 LAPLACE CORR- -7.14 (seconds) DEFLEC99 FY2816 GEOID HEIGHT- -32.67 (meters) GEOID03 FY2816 FY2816 HORZ ORDER - THIRD FY2816 FY2816.The North Carolina HARNS have been completed but, FY2816.due to contractual restrictions, coordinates for these stations FY2816.will NOT be published in the near future. In the interim, the FY2816.published coordinates in North Carolina will not be FY2816.consistent with the Continuously Operating Reference Stations FY2816.(CORS). The HARN coordinates for these stations are available FY2816.upon request. Contact Gary Thompson(919-733-3836). FY2816. FY2816.In addition, the published North Carolina positions FY2816.(NAD 83 (1986)) are NOT consistent with those determined in FY2816.adjacent state readjustments. The discontinuity between stations FY2816.located in North Carolina and those in adjacent states FY2816.which have been adjusted to the HARN may be as much as 5 FY2816.decimeters. This will result in a significant loss of accuracy FY2816.over lines crossing such state borders. FY2816 FY2816 FY2816.The horizontal coordinates were established by classical geodetic methods FY2816.and adjusted by the National Geodetic Survey in July 1986. FY2816 FY2816 FY2816.The Laplace correction was computed from DEFLEC99 derived deflections. FY2816 FY2816.The geoid height was determined by GEOID03. FY2816 FY2816; North East Units Scale Factor Converg. FY2816;SPC NC - 285,205.261 662,703.011 MT 1.00004622 +0 20 28.7 FY2816;SPC NC - 935,710.93 2,174,218.13 sFT 1.00004622 +0 20 28.7 FY2816;UTM 17 - 4,022,497.665 732,627.758 MT 1.00026681 +1 32 07.8 FY2816 FY2816 SUPERSEDED SURVEY CONTROL FY2816 FY2816 NAD 27 - 36 19 09.48222(N) 078 24 32.25673(W) AD( ) 3 FY2816 FY2816.Superseded values are not recommended for survey control. FY2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2816.See file dsdata.txt to determine how the superseded data were derived. FY2816 FY2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3262822498(NAD 83) FY2816_MARKER: 53 = ELEVATED TANK FY2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2816+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2816 FY2816 HISTORY - Date Condition Report By FY2816 HISTORY - 1968 FIRST OBSERVED CGS FY2816 HISTORY - 1985 GOOD USPSQD FY2816 HISTORY - 20050303 GOOD GEOCAC FY2816 FY2816 STATION DESCRIPTION FY2816 FY2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2816'THE STATION IS THE CENTER OF THE TOP OF A 133 FOOT HIGH OBLOIDAL FY2816'ELEVATED TANK, LOCATED 1/2 MILE SOUTH OF TOWN AND 100 YARDS FY2816'SOUTH OF CHAVSSE AVENUE. FY2816' FY2816'THE COMPLETE NAME OF THIS STATION IS HENDERSON MUNICIPAL TANK. FY2816 FY2816 STATION RECOVERY (1985) FY2816 FY2816'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2816'STATION FOUND GOOD. FY2816' FY2816'TRIANGULATION INTERSECTION POINT. FY2816 FY2816 STATION RECOVERY (2005) FY2816 FY2816'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2816'RECOVERED AS DESCRIBED. TANK IS PAINTED WHITE WITH HENDERSON FY2816'LETTERED ON NORTH AND SOUTH SIDES. FY2816' FY2816' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2817 *********************************************************************** FY2817 DESIGNATION - HENDERSON NU SOU DYE TANK FY2817 PID - FY2817 FY2817 STATE/COUNTY- NC/VANCE FY2817 USGS QUAD - HENDERSON (1982) FY2817 FY2817 *CURRENT SURVEY CONTROL FY2817 ___________________________________________________________________ FY2817* NAD 83(1986)- 36 19 39.76435(N) 078 25 25.07763(W) ADJUSTED FY2817* NAVD 88 - FY2817 ___________________________________________________________________ FY2817 LAPLACE CORR- -7.32 (seconds) DEFLEC99 FY2817 GEOID HEIGHT- -32.60 (meters) GEOID03 FY2817 FY2817 HORZ ORDER - THIRD FY2817 FY2817.The North Carolina HARNS have been completed but, FY2817.due to contractual restrictions, coordinates for these stations FY2817.will NOT be published in the near future. In the interim, the FY2817.published coordinates in North Carolina will not be FY2817.consistent with the Continuously Operating Reference Stations FY2817.(CORS). The HARN coordinates for these stations are available FY2817.upon request. Contact Gary Thompson(919-733-3836). FY2817. FY2817.In addition, the published North Carolina positions FY2817.(NAD 83 (1986)) are NOT consistent with those determined in FY2817.adjacent state readjustments. The discontinuity between stations FY2817.located in North Carolina and those in adjacent states FY2817.which have been adjusted to the HARN may be as much as 5 FY2817.decimeters. This will result in a significant loss of accuracy FY2817.over lines crossing such state borders. FY2817 FY2817 FY2817.The horizontal coordinates were established by classical geodetic methods FY2817.and adjusted by the National Geodetic Survey in July 1986. FY2817 FY2817 FY2817.The Laplace correction was computed from DEFLEC99 derived deflections. FY2817 FY2817.The geoid height was determined by GEOID03. FY2817 FY2817; North East Units Scale Factor Converg. FY2817;SPC NC - 286,114.606 661,355.008 MT 1.00004893 +0 19 57.6 FY2817;SPC NC - 938,694.34 2,169,795.56 sFT 1.00004893 +0 19 57.6 FY2817;UTM 17 - 4,023,378.907 731,260.801 MT 1.00025899 +1 31 36.9 FY2817 FY2817 SUPERSEDED SURVEY CONTROL FY2817 FY2817 NAD 27 - 36 19 39.24030(N) 078 25 26.08085(W) AD( ) 3 FY2817 FY2817.Superseded values are not recommended for survey control. FY2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2817.See file dsdata.txt to determine how the superseded data were derived. FY2817 FY2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3126123379(NAD 83) FY2817_MARKER: 53 = ELEVATED TANK FY2817 FY2817 HISTORY - Date Condition Report By FY2817 HISTORY - 1968 FIRST OBSERVED CGS FY2817 HISTORY - 1985 GOOD USPSQD FY2817 HISTORY - 20050303 GOOD GEOCAC FY2817 FY2817 STATION DESCRIPTION FY2817 FY2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2817'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH FY2817'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE NU SOUTHERN FY2817'DYEING AND FINISHING INCORPORATED. IT IS LOCATED 1/2 MILE FY2817'SOUTHWEST OF TOWN AND 0.1 MILE NORTH OF DABNEY STREET. FY2817' FY2817'THE COMPLETE NAME OF THIS STATION IS HENDERSON NU SOUTHERN FY2817'DYEING COMPANY TANK. FY2817 FY2817 STATION RECOVERY (1985) FY2817 FY2817'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2817'STATION FOUND GOOD. FY2817'TRIANGULATION INTERSECTING POINT. FY2817 FY2817 STATION RECOVERY (2005) FY2817 FY2817'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2817'VISITED SITE AT CORNER OF CORBETT AND PARHAM STREETS. VERIFIED FY2817'EXISTENCE. INDUSTRIAL PLANT IS CLOSED. TANK IS NOT BEING MAINTAINED FY2817'AND EXTERIOR IS VERY RUSTY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4450 *********************************************************************** FY4450 DESIGNATION - HENDERSON PT FY4450 PID - FY4450 FY4450 STATE/COUNTY- NC/VANCE FY4450 USGS QUAD - JOHN H KERR DAM (1981) FY4450 FY4450 *CURRENT SURVEY CONTROL FY4450 ___________________________________________________________________ FY4450* NAD 83(1986)- 36 32 04.83071(N) 078 20 42.73477(W) ADJUSTED FY4450* NAVD 88 - 98.4 (meters) 323. (feet) VERTCON FY4450 ___________________________________________________________________ FY4450 LAPLACE CORR- -6.89 (seconds) DEFLEC99 FY4450 GEOID HEIGHT- -32.54 (meters) GEOID03 FY4450 FY4450 HORZ ORDER - SECOND FY4450 FY4450.The North Carolina HARNS have been completed but, FY4450.due to contractual restrictions, coordinates for these stations FY4450.will NOT be published in the near future. In the interim, the FY4450.published coordinates in North Carolina will not be FY4450.consistent with the Continuously Operating Reference Stations FY4450.(CORS). The HARN coordinates for these stations are available FY4450.upon request. Contact Gary Thompson(919-733-3836). FY4450. FY4450.In addition, the published North Carolina positions FY4450.(NAD 83 (1986)) are NOT consistent with those determined in FY4450.adjacent state readjustments. The discontinuity between stations FY4450.located in North Carolina and those in adjacent states FY4450.which have been adjusted to the HARN may be as much as 5 FY4450.decimeters. This will result in a significant loss of accuracy FY4450.over lines crossing such state borders. FY4450 FY4450 FY4450.The horizontal coordinates were established by classical geodetic methods FY4450.and adjusted by the National Geodetic Survey in July 1992. FY4450 FY4450.The NAVD 88 height was computed by applying the VERTCON shift value to FY4450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4450 FY4450.The Laplace correction was computed from DEFLEC99 derived deflections. FY4450 FY4450.The geoid height was determined by GEOID03. FY4450 FY4450; North East Units Scale Factor Converg. FY4450;SPC NC - 309,125.784 668,245.755 MT 1.00012353 +0 22 40.5 FY4450;SPC NC - 1,014,190.18 2,192,402.95 sFT 1.00012353 +0 22 40.5 FY4450;UTM 17 - 4,046,533.654 737,669.880 MT 1.00029600 +1 34 52.2 FY4450 FY4450! - Elev Factor x Scale Factor = Combined Factor FY4450!SPC NC - 0.99998966 x 1.00012353 = 1.00011319 FY4450!UTM 17 - 0.99998966 x 1.00029600 = 1.00028566 FY4450 FY4450 SUPERSEDED SURVEY CONTROL FY4450 FY4450 NGVD 29 (07/10/92) 98.7 (m) 324. (f) VERT ANG FY4450 FY4450.Superseded values are not recommended for survey control. FY4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4450.See file dsdata.txt to determine how the superseded data were derived. FY4450 FY4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3767046534(NAD 83) FY4450_MARKER: DH = HORIZONTAL CONTROL DISK FY4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4450_SP_SET: CONCRETE POST FY4450_STAMPING: HENDERSON PT 1985 FY4450_MARK LOGO: NCGS FY4450_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4450+STABILITY: SURFACE MOTION FY4450 FY4450 HISTORY - Date Condition Report By FY4450 HISTORY - 1985 MONUMENTED NCGS FY4450 FY4450 STATION DESCRIPTION FY4450 FY4450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4450'STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) NORTHEAST OF TOWNSVILLE, 23.2 FY4450'KM (14.40 MI) NORTH-NORTHEAST OF HENDERSON, IN HENDERSON POINT STATE FY4450'PARK. FY4450'ALONG THE MAIN PARK ROAD FOR 0.2 KM (0.15 MI) NORTHWEST OF WILDLIFE FY4450'SIGN (IN TURN AROUND AT BOAT RAMP PARKING LOT), AT CROSSROAD (NORTH FY4450'FORK LEADS TO COMMUNITY BUILDING AND SOUTH FORK TO CAMPSITES) AND AT FY4450'WOODS LINE. FY4450'MARK IS A STANDARD NCGS DISK STAMPED---HENDERSON PT 1985---, SET INTO FY4450'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM FY4450'BELOW GROUND. LOCATED 20.42 METERS (67.0 FT) NORTHEAST FROM THE FY4450'CENTERLINE OF MAIN PARK ROAD, 32.61 METERS (107.0 FT) EAST FROM THE PK FY4450'NAIL AT THE CENTERLINE INTERSECTION OF CROSSROADS, 32.55 METERS FY4450'(106.8 FT) SOUTHEAST FROM THE CENTERLINE OF NORTH ROAD, 26.97 METERS FY4450'(88.5 FT) SOUTHEAST FROM THE SOUTHEAST END OF CULVERT UNDER NORTH FY4450'ROAD,--AND 1.89 METERS (6.2 FT) WEST FROM AN 8 INCH PINE AND 5.12 FY4450'METERS (16.8 FT) NORTH FROM AN 8 INCH PINE--BOTH WITH REFERENCE TAGS. FY4450'MARK IS 3 FEET ABOVE ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2840 *********************************************************************** FY2840 DESIGNATION - HENDERSON RAD STA WHNC MAST FY2840 PID - FY2840 FY2840 STATE/COUNTY- NC/VANCE FY2840 USGS QUAD - HENDERSON (1982) FY2840 FY2840 *CURRENT SURVEY CONTROL FY2840 ___________________________________________________________________ FY2840* NAD 83(1986)- 36 21 04.11163(N) 078 22 33.70055(W) ADJUSTED FY2840* NAVD 88 - FY2840 ___________________________________________________________________ FY2840 LAPLACE CORR- -6.55 (seconds) DEFLEC99 FY2840 GEOID HEIGHT- -32.75 (meters) GEOID03 FY2840 FY2840 HORZ ORDER - THIRD FY2840 FY2840.The North Carolina HARNS have been completed but, FY2840.due to contractual restrictions, coordinates for these stations FY2840.will NOT be published in the near future. In the interim, the FY2840.published coordinates in North Carolina will not be FY2840.consistent with the Continuously Operating Reference Stations FY2840.(CORS). The HARN coordinates for these stations are available FY2840.upon request. Contact Gary Thompson(919-733-3836). FY2840. FY2840.In addition, the published North Carolina positions FY2840.(NAD 83 (1986)) are NOT consistent with those determined in FY2840.adjacent state readjustments. The discontinuity between stations FY2840.located in North Carolina and those in adjacent states FY2840.which have been adjusted to the HARN may be as much as 5 FY2840.decimeters. This will result in a significant loss of accuracy FY2840.over lines crossing such state borders. FY2840 FY2840 FY2840.The horizontal coordinates were established by classical geodetic methods FY2840.and adjusted by the National Geodetic Survey in July 1986. FY2840 FY2840 FY2840.The Laplace correction was computed from DEFLEC99 derived deflections. FY2840 FY2840.The geoid height was determined by GEOID03. FY2840 FY2840; North East Units Scale Factor Converg. FY2840;SPC NC - 288,740.430 665,613.187 MT 1.00005671 +0 21 36.5 FY2840;SPC NC - 947,309.23 2,183,765.93 sFT 1.00005671 +0 21 36.5 FY2840;UTM 17 - 4,026,093.563 735,464.205 MT 1.00028316 +1 33 21.7 FY2840 FY2840 SUPERSEDED SURVEY CONTROL FY2840 FY2840 NAD 27 - 36 21 03.58751(N) 078 22 34.70562(W) AD( ) 3 FY2840 FY2840.Superseded values are not recommended for survey control. FY2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2840.See file dsdata.txt to determine how the superseded data were derived. FY2840 FY2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3546426094(NAD 83) FY2840_MARKER: 42 = RADIO/TV MAST FY2840 FY2840 HISTORY - Date Condition Report By FY2840 HISTORY - 1968 FIRST OBSERVED CGS FY2840 HISTORY - 1985 GOOD USPSQD FY2840 HISTORY - 20050918 MARK NOT FOUND GEOCAC FY2840 FY2840 STATION DESCRIPTION FY2840 FY2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2840'THE STATION IS THE CENTER OF THE TOP OF A 280 FOOT HIGH STEEL FY2840'MAST, LOCATED 2 MILES NORTHEAST OF TOWN AND 0.1 MILE EAST OF FY2840'U.S. HIGHWAY 1 BUSINESS ROUTE. FY2840' FY2840'THE COMPLETE NAME OF THIS STATION IS HENDERSON RADIO STATION WHNC. FY2840 FY2840 STATION RECOVERY (1985) FY2840 FY2840'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2840'STATION FOUND GOOD. FY2840' FY2840'TRIANGULATION INTERSECTION POINT. FY2840 FY2840 STATION RECOVERY (2005) FY2840 FY2840'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2840'VISITED SITE. TOWER HAS BEEN DISMANTLED. FORMER STUDIO BUILDING FY2840'OCCUPIED BY A CHURCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2818 *********************************************************************** FY2818 DESIGNATION - HENDERSON RAD STA WIZS MAST FY2818 PID - FY2818 FY2818 STATE/COUNTY- NC/VANCE FY2818 USGS QUAD - HENDERSON (1982) FY2818 FY2818 *CURRENT SURVEY CONTROL FY2818 ___________________________________________________________________ FY2818* NAD 83(1986)- 36 20 14.90268(N) 078 25 09.93277(W) ADJUSTED FY2818* NAVD 88 - FY2818 ___________________________________________________________________ FY2818 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2818 GEOID HEIGHT- -32.60 (meters) GEOID03 FY2818 FY2818 HORZ ORDER - THIRD FY2818 FY2818.The North Carolina HARNS have been completed but, FY2818.due to contractual restrictions, coordinates for these stations FY2818.will NOT be published in the near future. In the interim, the FY2818.published coordinates in North Carolina will not be FY2818.consistent with the Continuously Operating Reference Stations FY2818.(CORS). The HARN coordinates for these stations are available FY2818.upon request. Contact Gary Thompson(919-733-3836). FY2818. FY2818.In addition, the published North Carolina positions FY2818.(NAD 83 (1986)) are NOT consistent with those determined in FY2818.adjacent state readjustments. The discontinuity between stations FY2818.located in North Carolina and those in adjacent states FY2818.which have been adjusted to the HARN may be as much as 5 FY2818.decimeters. This will result in a significant loss of accuracy FY2818.over lines crossing such state borders. FY2818 FY2818 FY2818.The horizontal coordinates were established by classical geodetic methods FY2818.and adjusted by the National Geodetic Survey in July 1986. FY2818 FY2818 FY2818.The Laplace correction was computed from DEFLEC99 derived deflections. FY2818 FY2818.The geoid height was determined by GEOID03. FY2818 FY2818; North East Units Scale Factor Converg. FY2818;SPC NC - 287,199.936 661,726.420 MT 1.00005215 +0 20 06.3 FY2818;SPC NC - 942,255.12 2,171,014.10 sFT 1.00005215 +0 20 06.3 FY2818;UTM 17 - 4,024,471.972 731,609.581 MT 1.00026098 +1 31 47.2 FY2818 FY2818 SUPERSEDED SURVEY CONTROL FY2818 FY2818 NAD 27 - 36 20 14.37899(N) 078 25 10.93644(W) AD( ) 3 FY2818 FY2818.Superseded values are not recommended for survey control. FY2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2818.See file dsdata.txt to determine how the superseded data were derived. FY2818 FY2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3161024472(NAD 83) FY2818_MARKER: 42 = RADIO/TV MAST FY2818 FY2818 HISTORY - Date Condition Report By FY2818 HISTORY - 1968 FIRST OBSERVED CGS FY2818 HISTORY - 1985 GOOD USPSQD FY2818 FY2818 STATION DESCRIPTION FY2818 FY2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2818'THE STATION IS THE CENTER OF THE TOP OF A 280 FOOT HIGH STEEL FY2818'MAST, LOCATED 2 MILES WEST-SOUTHWEST OF TOWN AND 1/4 MILE FY2818'SOUTH OF U.S. HIGHWAY 158. FY2818' FY2818'THE COMPLETE NAME OF THIS STATION IS HENDERSON RADIO STATION WIZS. FY2818 FY2818 STATION RECOVERY (1985) FY2818 FY2818'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2818'STATION FOUND GOOD. FY2818'TRIANGULATION INTERSECTION POINT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2819 *********************************************************************** FY2819 DESIGNATION - HENDERSON ROSES WAREHOUSE TANK FY2819 PID - FY2819 FY2819 STATE/COUNTY- NC/VANCE FY2819 USGS QUAD - HENDERSON (1982) FY2819 FY2819 *CURRENT SURVEY CONTROL FY2819 ___________________________________________________________________ FY2819* NAD 83(1986)- 36 17 18.59237(N) 078 24 07.93817(W) ADJUSTED FY2819* NAVD 88 - FY2819 ___________________________________________________________________ FY2819 LAPLACE CORR- -7.18 (seconds) DEFLEC99 FY2819 GEOID HEIGHT- -32.75 (meters) GEOID03 FY2819 FY2819 HORZ ORDER - THIRD FY2819 FY2819.The North Carolina HARNS have been completed but, FY2819.due to contractual restrictions, coordinates for these stations FY2819.will NOT be published in the near future. In the interim, the FY2819.published coordinates in North Carolina will not be FY2819.consistent with the Continuously Operating Reference Stations FY2819.(CORS). The HARN coordinates for these stations are available FY2819.upon request. Contact Gary Thompson(919-733-3836). FY2819. FY2819.In addition, the published North Carolina positions FY2819.(NAD 83 (1986)) are NOT consistent with those determined in FY2819.adjacent state readjustments. The discontinuity between stations FY2819.located in North Carolina and those in adjacent states FY2819.which have been adjusted to the HARN may be as much as 5 FY2819.decimeters. This will result in a significant loss of accuracy FY2819.over lines crossing such state borders. FY2819 FY2819 FY2819.The horizontal coordinates were established by classical geodetic methods FY2819.and adjusted by the National Geodetic Survey in July 1986. FY2819 FY2819 FY2819.The Laplace correction was computed from DEFLEC99 derived deflections. FY2819 FY2819.The geoid height was determined by GEOID03. FY2819 FY2819; North East Units Scale Factor Converg. FY2819;SPC NC - 281,774.459 663,305.242 MT 1.00003628 +0 20 42.1 FY2819;SPC NC - 924,455.04 2,176,193.95 sFT 1.00003628 +0 20 42.1 FY2819;UTM 17 - 4,019,079.376 733,301.483 MT 1.00027068 +1 32 17.5 FY2819 FY2819 SUPERSEDED SURVEY CONTROL FY2819 FY2819 NAD 27 - 36 17 18.06391(N) 078 24 08.94538(W) AD( ) 3 FY2819 FY2819.Superseded values are not recommended for survey control. FY2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2819.See file dsdata.txt to determine how the superseded data were derived. FY2819 FY2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3330119079(NAD 83) FY2819_MARKER: 53 = ELEVATED TANK FY2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2819+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2819 FY2819 HISTORY - Date Condition Report By FY2819 HISTORY - 1968 FIRST OBSERVED CGS FY2819 HISTORY - 1985 GOOD USPSQD FY2819 HISTORY - 20050303 GOOD GEOCAC FY2819 FY2819 STATION DESCRIPTION FY2819 FY2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ) FY2819'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH FY2819'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE ROSES STORES FY2819'INCORPORATED. IT IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF FY2819'THE CENTER OF TOWN AND 1/4 MILE EAST OF U.S. HIGHWAY 1 BUSINESS FY2819'ROUTE. FY2819' FY2819'THE COMPLETE NAME OF THIS STATION IS HENDERSON ROSES WAREHOUSE FY2819'TANK. FY2819 FY2819 STATION RECOVERY (1985) FY2819 FY2819'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2819'STATION FOUND GOOD. FY2819' FY2819'TRIANGULATION INTERSECTION POINT. FY2819 FY2819 STATION RECOVERY (2005) FY2819 FY2819'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2819'INDUSTRIAL SITE IS CLOSED AND FENCED. VERIFIED EXISTENCE BY FY2819'OBSERVATION FROM SW CORNER OF PROPERTY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2782 *********************************************************************** FY2782 DESIGNATION - HENDERSON VICKORY DALE MAST FY2782 PID - FY2782 FY2782 STATE/COUNTY- NC/VANCE FY2782 USGS QUAD - VICKSBORO (1970) FY2782 FY2782 *CURRENT SURVEY CONTROL FY2782 ___________________________________________________________________ FY2782* NAD 83(1986)- 36 20 32.66023(N) 078 22 01.22077(W) ADJUSTED FY2782* NAVD 88 - FY2782 ___________________________________________________________________ FY2782 LAPLACE CORR- -6.43 (seconds) DEFLEC99 FY2782 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2782 FY2782 HORZ ORDER - THIRD FY2782 FY2782.The North Carolina HARNS have been completed but, FY2782.due to contractual restrictions, coordinates for these stations FY2782.will NOT be published in the near future. In the interim, the FY2782.published coordinates in North Carolina will not be FY2782.consistent with the Continuously Operating Reference Stations FY2782.(CORS). The HARN coordinates for these stations are available FY2782.upon request. Contact Gary Thompson(919-733-3836). FY2782. FY2782.In addition, the published North Carolina positions FY2782.(NAD 83 (1986)) are NOT consistent with those determined in FY2782.adjacent state readjustments. The discontinuity between stations FY2782.located in North Carolina and those in adjacent states FY2782.which have been adjusted to the HARN may be as much as 5 FY2782.decimeters. This will result in a significant loss of accuracy FY2782.over lines crossing such state borders. FY2782 FY2782 FY2782.The horizontal coordinates were established by classical geodetic methods FY2782.and adjusted by the National Geodetic Survey in July 1986. FY2782 FY2782 FY2782.The Laplace correction was computed from DEFLEC99 derived deflections. FY2782 FY2782.The geoid height was determined by GEOID03. FY2782 FY2782; North East Units Scale Factor Converg. FY2782;SPC NC - 287,776.074 666,429.248 MT 1.00005379 +0 21 55.2 FY2782;SPC NC - 944,145.34 2,186,443.29 sFT 1.00005379 +0 21 55.2 FY2782;UTM 17 - 4,025,146.229 736,300.407 MT 1.00028803 +1 33 39.8 FY2782 FY2782 SUPERSEDED SURVEY CONTROL FY2782 FY2782 NAD 27 - 36 20 32.13450(N) 078 22 02.23195(W) AD( ) 3 FY2782 FY2782.Superseded values are not recommended for survey control. FY2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2782.See file dsdata.txt to determine how the superseded data were derived. FY2782 FY2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3630025146(NAD 83) FY2782_MARKER: 42 = RADIO/TV MAST FY2782 FY2782 HISTORY - Date Condition Report By FY2782 HISTORY - 1969 FIRST OBSERVED CGS FY2782 FY2782 STATION DESCRIPTION FY2782 FY2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY2782'THE STATION IS THE CENTER OF THE TOP OF A 320 FOOT HIGH STEEL FY2782'MAST, LOCATED 2-1/2 MILES NORTHEAST OF TOWN AND 300 FEET EAST FY2782'OF U.S. HIGHWAY 1. FY2782' FY2782'THE COMPLETE NAME OF THIS STATION IS HENDERSON VICKERY AND DALE FY2782'RADIO STATION KLH 870 KIT 607. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2842 *********************************************************************** FY2842 DESIGNATION - HERSHMAN FY2842 PID - FY2842 FY2842 STATE/COUNTY- NC/VANCE FY2842 USGS QUAD - HENDERSON (1982) FY2842 FY2842 *CURRENT SURVEY CONTROL FY2842 ___________________________________________________________________ FY2842* NAD 83(1986)- 36 16 33.64006(N) 078 23 16.69666(W) ADJUSTED FY2842* NAVD 88 - 149.4 (meters) 490. (feet) VERTCON FY2842 ___________________________________________________________________ FY2842 LAPLACE CORR- -6.92 (seconds) DEFLEC99 FY2842 GEOID HEIGHT- -32.83 (meters) GEOID03 FY2842 FY2842 HORZ ORDER - SECOND FY2842 FY2842.The North Carolina HARNS have been completed but, FY2842.due to contractual restrictions, coordinates for these stations FY2842.will NOT be published in the near future. In the interim, the FY2842.published coordinates in North Carolina will not be FY2842.consistent with the Continuously Operating Reference Stations FY2842.(CORS). The HARN coordinates for these stations are available FY2842.upon request. Contact Gary Thompson(919-733-3836). FY2842. FY2842.In addition, the published North Carolina positions FY2842.(NAD 83 (1986)) are NOT consistent with those determined in FY2842.adjacent state readjustments. The discontinuity between stations FY2842.located in North Carolina and those in adjacent states FY2842.which have been adjusted to the HARN may be as much as 5 FY2842.decimeters. This will result in a significant loss of accuracy FY2842.over lines crossing such state borders. FY2842 FY2842 FY2842.The horizontal coordinates were established by classical geodetic methods FY2842.and adjusted by the National Geodetic Survey in July 1986. FY2842 FY2842.The NAVD 88 height was computed by applying the VERTCON shift value to FY2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2842 FY2842.The Laplace correction was computed from DEFLEC99 derived deflections. FY2842 FY2842.The geoid height was determined by GEOID03. FY2842 FY2842; North East Units Scale Factor Converg. FY2842;SPC NC - 280,396.647 664,592.485 MT 1.00003235 +0 21 11.7 FY2842;SPC NC - 919,934.67 2,180,417.18 sFT 1.00003235 +0 21 11.7 FY2842;UTM 17 - 4,017,728.340 734,617.450 MT 1.00027827 +1 32 46.2 FY2842 FY2842! - Elev Factor x Scale Factor = Combined Factor FY2842!SPC NC - 0.99998170 x 1.00003235 = 1.00001405 FY2842!UTM 17 - 0.99998170 x 1.00027827 = 1.00025997 FY2842 FY2842: Primary Azimuth Mark Grid Az FY2842:SPC NC - PARKS 115 21 25.3 FY2842:UTM 17 - PARKS 114 09 50.8 FY2842 FY2842|---------------------------------------------------------------------| FY2842| PID Reference Object Distance Geod. Az | FY2842| dddmmss.s | FY2842| FY2841 PARKS APPROX. 0.5 KM 1154237.0 | FY2842| FY2843 VEASEY 401.700 METERS 2665018.5 | FY2842|---------------------------------------------------------------------| FY2842 FY2842 SUPERSEDED SURVEY CONTROL FY2842 FY2842 NAD 27 - 36 16 33.11112(N) 078 23 17.70613(W) AD( ) 2 FY2842 NGVD 29 (07/19/86) 149.7 (m) 491. (f) VERT ANG FY2842 FY2842.Superseded values are not recommended for survey control. FY2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2842.See file dsdata.txt to determine how the superseded data were derived. FY2842 FY2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3461717728(NAD 83) FY2842_MARKER: DE = TRAVERSE STATION DISK FY2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2842_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2842_MAGNETIC: N = NO MAGNETIC MATERIAL FY2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2842+STABILITY: SURFACE MOTION FY2842 FY2842 HISTORY - Date Condition Report By FY2842 HISTORY - 1976 MONUMENTED NCGS FY2842 FY2842 STATION DESCRIPTION FY2842 FY2842'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2842'HERSHMAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2842'VICINITY OF BEARPOND AND APPROXIMATELY 3.7 MILES SOUTH OF HENDERSON, FY2842'NORTH CAROLINA. FY2842' FY2842'TO REACH STATION FROM THE US 1 BUSINESS AND SR 1115 CROSSROADS AT FY2842'BEARPOND, PROCEED EASTERLY ALONG SR 1115 FOR 1.05 MILES TO STATION ON FY2842'LEFT, IN YARD OF O.W. HERSHMANS ONE STORY WHITE SHINGLE RESIDENCE, AND FY2842'NEAR A SERVICE POLE, AND 0.15 MILE WEST OF T INTERSECTION WITH SR 1547 FY2842'(SOUTH). FY2842' FY2842'STATION MARK IS A STANDARD BRASS DISK, STAMPED---HERSHMAN 1976---, SET FY2842'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2842'SURFACE OF THE GROUND. THE MARK IS 32.4 FEET NORTH-NORTHEAST OF THE FY2842'CENTERLINE OF SR 1115, 47.0 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF FY2842'HERSHMANS RESIDENCE, 43.6 FEET SOUTHWEST OF CENTER OF CONCRETE WELL FY2842'COVER, 116.1 FEET WEST-NORTHWEST OF CENTER OF TOP OF TELEPHONE FY2842'PEDESTAL, 4.5 FEET WEST OF SERVICE POLE WITH ALUMINUM TAG, AND 141.9 FY2842'FEET NORTHWEST OF POWER POLE WITH TRANSFORMER AND ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4451 *********************************************************************** FY4451 DESIGNATION - HIBERNIA PT FY4451 PID - FY4451 FY4451 STATE/COUNTY- NC/VANCE FY4451 USGS QUAD - JOHN H KERR DAM (1981) FY4451 FY4451 *CURRENT SURVEY CONTROL FY4451 ___________________________________________________________________ FY4451* NAD 83(1986)- 36 30 34.52525(N) 078 21 35.52586(W) ADJUSTED FY4451* NAVD 88 - 92.1 (meters) 302. (feet) VERTCON FY4451 ___________________________________________________________________ FY4451 LAPLACE CORR- -6.98 (seconds) DEFLEC99 FY4451 GEOID HEIGHT- -32.53 (meters) GEOID03 FY4451 FY4451 HORZ ORDER - SECOND FY4451 FY4451.The North Carolina HARNS have been completed but, FY4451.due to contractual restrictions, coordinates for these stations FY4451.will NOT be published in the near future. In the interim, the FY4451.published coordinates in North Carolina will not be FY4451.consistent with the Continuously Operating Reference Stations FY4451.(CORS). The HARN coordinates for these stations are available FY4451.upon request. Contact Gary Thompson(919-733-3836). FY4451. FY4451.In addition, the published North Carolina positions FY4451.(NAD 83 (1986)) are NOT consistent with those determined in FY4451.adjacent state readjustments. The discontinuity between stations FY4451.located in North Carolina and those in adjacent states FY4451.which have been adjusted to the HARN may be as much as 5 FY4451.decimeters. This will result in a significant loss of accuracy FY4451.over lines crossing such state borders. FY4451 FY4451 FY4451.The horizontal coordinates were established by classical geodetic methods FY4451.and adjusted by the National Geodetic Survey in July 1992. FY4451 FY4451.The NAVD 88 height was computed by applying the VERTCON shift value to FY4451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4451 FY4451.The Laplace correction was computed from DEFLEC99 derived deflections. FY4451 FY4451.The geoid height was determined by GEOID03. FY4451 FY4451; North East Units Scale Factor Converg. FY4451;SPC NC - 306,333.312 666,950.378 MT 1.00011378 +0 22 10.1 FY4451;SPC NC - 1,005,028.54 2,188,153.03 sFT 1.00011378 +0 22 10.1 FY4451;UTM 17 - 4,043,714.120 736,433.182 MT 1.00028877 +1 34 17.4 FY4451 FY4451! - Elev Factor x Scale Factor = Combined Factor FY4451!SPC NC - 0.99999065 x 1.00011378 = 1.00010443 FY4451!UTM 17 - 0.99999065 x 1.00028877 = 1.00027941 FY4451 FY4451 SUPERSEDED SURVEY CONTROL FY4451 FY4451 NGVD 29 (07/10/92) 92.4 (m) 303. (f) VERT ANG FY4451 FY4451.Superseded values are not recommended for survey control. FY4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4451.See file dsdata.txt to determine how the superseded data were derived. FY4451 FY4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3643343714(NAD 83) FY4451_MARKER: DH = HORIZONTAL CONTROL DISK FY4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4451_SP_SET: CONCRETE POST FY4451_STAMPING: HIBERNIA PT 1985 FY4451_MARK LOGO: NCGS FY4451_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4451+STABILITY: SURFACE MOTION FY4451 FY4451 HISTORY - Date Condition Report By FY4451 HISTORY - 1985 MONUMENTED NCGS FY4451 FY4451 STATION DESCRIPTION FY4451 FY4451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4451'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST-NORTHEAST OF TOWNSVILLE, FY4451'20.1 KM (12.5 MI) NORTH-NORTHEAST OF HENDERSON, AND IN HIBERNIA STATE FY4451'PARK. FY4451'AT THE BEACH AND PICNIC AREA ON THE EASTERNMOST GRASSY POINT. FY4451'STATION IS A STANDARD NCGS DISK STAMPED---HIBERNIA PT 1985---, SET FY4451'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4451'GROUND. LOCATED 41.7 METERS (136.8 FT) EAST FROM THE CENTER OF WATER FY4451'FOUNTAIN IN LOOP ROAD MEDIAN,--AND 15.76 METERS (51.7 FT) NORTHEAST FY4451'FROM A 36 INCH QUAD-TRUNK OAK (FROM THE BASE ON TREE), 23.53 METERS FY4451'(77.2 FT) NORTH-NORTHWEST FROM A 14 INCH GUM, AND 19.2 METERS FY4451'(63.0 FT) WEST FROM AN 8 INCH TRIPLE-TRUNK GUM--ALL WITH REFERENCE FY4451'TAGS. FY4451'MARK IS AT ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2820 *********************************************************************** FY2820 DESIGNATION - HOLIDAY FY2820 PID - FY2820 FY2820 STATE/COUNTY- NC/VANCE FY2820 USGS QUAD - HENDERSON (1982) FY2820 FY2820 *CURRENT SURVEY CONTROL FY2820 ___________________________________________________________________ FY2820* NAD 83(1986)- 36 20 51.36337(N) 078 23 35.50907(W) ADJUSTED FY2820* NAVD 88 - 151.2 (meters) 496. (feet) VERTCON FY2820 ___________________________________________________________________ FY2820 LAPLACE CORR- -6.82 (seconds) DEFLEC99 FY2820 GEOID HEIGHT- -32.69 (meters) GEOID03 FY2820 FY2820 HORZ ORDER - SECOND FY2820 FY2820.The North Carolina HARNS have been completed but, FY2820.due to contractual restrictions, coordinates for these stations FY2820.will NOT be published in the near future. In the interim, the FY2820.published coordinates in North Carolina will not be FY2820.consistent with the Continuously Operating Reference Stations FY2820.(CORS). The HARN coordinates for these stations are available FY2820.upon request. Contact Gary Thompson(919-733-3836). FY2820. FY2820.In addition, the published North Carolina positions FY2820.(NAD 83 (1986)) are NOT consistent with those determined in FY2820.adjacent state readjustments. The discontinuity between stations FY2820.located in North Carolina and those in adjacent states FY2820.which have been adjusted to the HARN may be as much as 5 FY2820.decimeters. This will result in a significant loss of accuracy FY2820.over lines crossing such state borders. FY2820 FY2820 FY2820.The horizontal coordinates were established by classical geodetic methods FY2820.and adjusted by the National Geodetic Survey in July 1986. FY2820 FY2820.The NAVD 88 height was computed by applying the VERTCON shift value to FY2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2820 FY2820.The Laplace correction was computed from DEFLEC99 derived deflections. FY2820 FY2820.The geoid height was determined by GEOID03. FY2820 FY2820; North East Units Scale Factor Converg. FY2820;SPC NC - 288,337.912 664,074.399 MT 1.00005552 +0 21 00.8 FY2820;SPC NC - 945,988.63 2,178,717.42 sFT 1.00005552 +0 21 00.8 FY2820;UTM 17 - 4,025,658.926 733,933.812 MT 1.00027431 +1 32 44.5 FY2820 FY2820! - Elev Factor x Scale Factor = Combined Factor FY2820!SPC NC - 0.99998140 x 1.00005552 = 1.00003692 FY2820!UTM 17 - 0.99998140 x 1.00027431 = 1.00025570 FY2820 FY2820: Primary Azimuth Mark Grid Az FY2820:SPC NC - TEXACO 2 240 38 29.4 FY2820:UTM 17 - TEXACO 2 239 26 45.7 FY2820 FY2820|---------------------------------------------------------------------| FY2820| PID Reference Object Distance Geod. Az | FY2820| dddmmss.s | FY2820| FY1804 TEXACO 2 APPROX. 1.8 KM 2405930.2 | FY2820|---------------------------------------------------------------------| FY2820 FY2820 SUPERSEDED SURVEY CONTROL FY2820 FY2820 NAD 27 - 36 20 50.84076(N) 078 23 36.51281(W) AD( ) 2 FY2820 NGVD 29 (07/19/86) 151.5 (m) 497. (f) VERT ANG FY2820 FY2820.Superseded values are not recommended for survey control. FY2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2820.See file dsdata.txt to determine how the superseded data were derived. FY2820 FY2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3393425659(NAD 83) FY2820_MARKER: DE = TRAVERSE STATION DISK FY2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2820_STAMPING: HOLIDAY 1969 FY2820_MARK LOGO: NCGS FY2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2820+STABILITY: SURFACE MOTION FY2820 FY2820 HISTORY - Date Condition Report By FY2820 HISTORY - 1969 MONUMENTED NCGS FY2820 HISTORY - 1971 GOOD NCGS FY2820 FY2820 STATION DESCRIPTION FY2820 FY2820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2820'HOLIDAY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2820'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2820' FY2820'HOLIDAY IS LOCATED APPROXIMATELY 0.3 MILE NORTH OF HENDERSON. TO FY2820'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND U.S. 1, FY2820'GO SOUTH ALONG I-85 2.5 MILES TO STATION IN THE SOUTHWEST QUADRANT FY2820'OF PARHAM RD. OVERPASS (SR 1312). STATION IS APPROXIMATELY 350 FY2820'FEET NORTHWEST OF THE HOLIDAY INN, 2.5 MILES WEST OF U.S. 1 FY2820'BUSINESS AND U.S. 158 AT OVERPASS WITH SR 1312 AND I-85. FY2820' FY2820'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2820'HOLIDAY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2820'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2820' FY2820'MARK IS FY2820' FY2820'19.7 FT SW OF C/L OF PARHAM RD. (SR 1312) FY2820' FY2820'12.3 FT SE OF SW BRIDGE RAIL FY2820' FY2820'35.8 FT S OF SE BRIDGE RAIL FY2820' FY2820'113.5 FT N OF NE BRICK WALL AROUND HOLIDAY INN SIGN FY2820' FY2820'91.4 FT N OF METAL POST OF GULF SIGN AT HOLIDAY INN FY2820' FY2820'5.0 FT NNW OF REFLECTOR POST AT SW END OF BRIDGE FY2820 FY2820 STATION RECOVERY (1971) FY2820 FY2820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY2820'HOLIDAY NCGS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2821 *********************************************************************** FY2821 DESIGNATION - ISLAND FY2821 PID - FY2821 FY2821 STATE/COUNTY- NC/VANCE FY2821 USGS QUAD - HENDERSON (1982) FY2821 FY2821 *CURRENT SURVEY CONTROL FY2821 ___________________________________________________________________ FY2821* NAD 83(1986)- 36 18 59.36389(N) 078 23 11.34703(W) ADJUSTED FY2821* NAVD 88 - 140.9 (meters) 462. (feet) VERTCON FY2821 ___________________________________________________________________ FY2821 LAPLACE CORR- -6.89 (seconds) DEFLEC99 FY2821 GEOID HEIGHT- -32.77 (meters) GEOID03 FY2821 FY2821 HORZ ORDER - SECOND FY2821 FY2821.The North Carolina HARNS have been completed but, FY2821.due to contractual restrictions, coordinates for these stations FY2821.will NOT be published in the near future. In the interim, the FY2821.published coordinates in North Carolina will not be FY2821.consistent with the Continuously Operating Reference Stations FY2821.(CORS). The HARN coordinates for these stations are available FY2821.upon request. Contact Gary Thompson(919-733-3836). FY2821. FY2821.In addition, the published North Carolina positions FY2821.(NAD 83 (1986)) are NOT consistent with those determined in FY2821.adjacent state readjustments. The discontinuity between stations FY2821.located in North Carolina and those in adjacent states FY2821.which have been adjusted to the HARN may be as much as 5 FY2821.decimeters. This will result in a significant loss of accuracy FY2821.over lines crossing such state borders. FY2821 FY2821 FY2821.The horizontal coordinates were established by classical geodetic methods FY2821.and adjusted by the National Geodetic Survey in July 1986. FY2821 FY2821.The NAVD 88 height was computed by applying the VERTCON shift value to FY2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2821 FY2821.The Laplace correction was computed from DEFLEC99 derived deflections. FY2821 FY2821.The geoid height was determined by GEOID03. FY2821 FY2821; North East Units Scale Factor Converg. FY2821;SPC NC - 284,889.274 664,698.241 MT 1.00004526 +0 21 14.8 FY2821;SPC NC - 934,674.23 2,180,764.15 sFT 1.00004526 +0 21 14.8 FY2821;UTM 17 - 4,022,223.271 734,629.595 MT 1.00027833 +1 32 54.8 FY2821 FY2821! - Elev Factor x Scale Factor = Combined Factor FY2821!SPC NC - 0.99998303 x 1.00004526 = 1.00002829 FY2821!UTM 17 - 0.99998303 x 1.00027833 = 1.00026135 FY2821 FY2821: Primary Azimuth Mark Grid Az FY2821:SPC NC - ANDREWS 028 50 12.5 FY2821:UTM 17 - ANDREWS 027 38 32.5 FY2821 FY2821|---------------------------------------------------------------------| FY2821| PID Reference Object Distance Geod. Az | FY2821| dddmmss.s | FY2821| FY2805 ANDREWS 416.014 METERS 0291127.3 | FY2821|---------------------------------------------------------------------| FY2821 FY2821 SUPERSEDED SURVEY CONTROL FY2821 FY2821 NAD 27 - 36 18 58.83859(N) 078 23 12.35691(W) AD( ) 2 FY2821 NGVD 29 (07/19/86) 141.2 (m) 463. (f) VERT ANG FY2821 FY2821.Superseded values are not recommended for survey control. FY2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2821.See file dsdata.txt to determine how the superseded data were derived. FY2821 FY2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3463022223(NAD 83) FY2821_MARKER: DE = TRAVERSE STATION DISK FY2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2821_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2821_STAMPING: ISLAND 1969 FY2821_MARK LOGO: NCGS FY2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2821+STABILITY: SURFACE MOTION FY2821 FY2821 HISTORY - Date Condition Report By FY2821 HISTORY - 1969 MONUMENTED NCGS FY2821 HISTORY - 1985 GOOD USPSQD FY2821 FY2821 STATION DESCRIPTION FY2821 FY2821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2821'ISLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2821'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2821' FY2821'ISLAND IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF THE CENTER FY2821'OF HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION FY2821'OF NC 39 WITH U.S. 1 BYPASS, GO SOUTH ON U.S. 1 BYPASS FOR 0.2 FY2821'MILE TO STATION. WHICH IS ON THE WEST SIDE OF U.S. 1 BYPASS FY2821'AND APPROXIMATELY 300 FEET SSW OF INTERSECTION OF ENTRANCE FY2821'FROM NC 39 TO U.S. 1 BYPASS SOUTH. FY2821' FY2821'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2821'ISLAND 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2821'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2821' FY2821'MARK IS FY2821' FY2821'77.5 FT W OF C/L OF U.S. 1 BYPASS, IN ISLAND. FY2821' FY2821'46.2 FT E OF PP 5 ON W SIDE OF U.S. 1 BYPASS, AND WITH ALUMINUM FY2821'REF. TAG. FY2821' FY2821'175.5 FT NNE OF PP 6 ON W SIDE OF U.S. 1 BYPASS, AND WITH FY2821'ALUMINUM REF. TAG. FY2821' FY2821'89.7 FT NNW OF REFLECTOR POST IN ISLAND OF U.S. 1 BYPASS, AND FY2821'WITH ALUMINUM REF. TAG. FY2821' FY2821'157.3 FT NE OF JANE AVE. AND WALNUT RD. STREET MARKER. FY2821 FY2821 STATION RECOVERY (1985) FY2821 FY2821'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2821'ISLAND 1969 FOUND GOOD. FY2821' FY2821'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2750 *********************************************************************** FY2750 DESIGNATION - JACKSON FY2750 PID - FY2750 FY2750 STATE/COUNTY- NC/VANCE FY2750 USGS QUAD - MIDDLEBURG (1982) FY2750 FY2750 *CURRENT SURVEY CONTROL FY2750 ___________________________________________________________________ FY2750* NAD 83(1986)- 36 24 26.68012(N) 078 19 36.55423(W) ADJUSTED FY2750* NAVD 88 - 145.5 (meters) 477. (feet) VERTCON FY2750 ___________________________________________________________________ FY2750 LAPLACE CORR- -5.56 (seconds) DEFLEC99 FY2750 GEOID HEIGHT- -32.84 (meters) GEOID03 FY2750 FY2750 HORZ ORDER - SECOND FY2750 FY2750.The North Carolina HARNS have been completed but, FY2750.due to contractual restrictions, coordinates for these stations FY2750.will NOT be published in the near future. In the interim, the FY2750.published coordinates in North Carolina will not be FY2750.consistent with the Continuously Operating Reference Stations FY2750.(CORS). The HARN coordinates for these stations are available FY2750.upon request. Contact Gary Thompson(919-733-3836). FY2750. FY2750.In addition, the published North Carolina positions FY2750.(NAD 83 (1986)) are NOT consistent with those determined in FY2750.adjacent state readjustments. The discontinuity between stations FY2750.located in North Carolina and those in adjacent states FY2750.which have been adjusted to the HARN may be as much as 5 FY2750.decimeters. This will result in a significant loss of accuracy FY2750.over lines crossing such state borders. FY2750 FY2750 FY2750.The horizontal coordinates were established by classical geodetic methods FY2750.and adjusted by the National Geodetic Survey in July 1986. FY2750 FY2750.The NAVD 88 height was computed by applying the VERTCON shift value to FY2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2750 FY2750.The Laplace correction was computed from DEFLEC99 derived deflections. FY2750 FY2750.The geoid height was determined by GEOID03. FY2750 FY2750; North East Units Scale Factor Converg. FY2750;SPC NC - 295,013.511 669,987.959 MT 1.00007609 +0 23 18.7 FY2750;SPC NC - 967,890.16 2,198,118.83 sFT 1.00007609 +0 23 18.7 FY2750;UTM 17 - 4,032,458.149 739,707.912 MT 1.00030801 +1 35 14.5 FY2750 FY2750! - Elev Factor x Scale Factor = Combined Factor FY2750!SPC NC - 0.99998232 x 1.00007609 = 1.00005840 FY2750!UTM 17 - 0.99998232 x 1.00030801 = 1.00029032 FY2750 FY2750: Primary Azimuth Mark Grid Az FY2750:SPC NC - DRAIN 045 32 46.9 FY2750:UTM 17 - DRAIN 044 20 51.1 FY2750 FY2750|---------------------------------------------------------------------| FY2750| PID Reference Object Distance Geod. Az | FY2750| dddmmss.s | FY2750| FY2745 DRAIN APPROX. 2.3 KM 0455605.6 | FY2750|---------------------------------------------------------------------| FY2750 FY2750 SUPERSEDED SURVEY CONTROL FY2750 FY2750 NAD 27 - 36 24 26.15968(N) 078 19 37.56661(W) AD( ) 2 FY2750 NGVD 29 (07/19/86) 145.8 (m) 478. (f) VERT ANG FY2750 FY2750.Superseded values are not recommended for survey control. FY2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2750.See file dsdata.txt to determine how the superseded data were derived. FY2750 FY2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3970832458(NAD 83) FY2750_MARKER: DE = TRAVERSE STATION DISK FY2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2750_SP_SET: CONCRETE POST FY2750_STAMPING: JACKSON 1969 FY2750_MARK LOGO: NCGS FY2750_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2750+STABILITY: SURFACE MOTION FY2750 FY2750 HISTORY - Date Condition Report By FY2750 HISTORY - 1969 MONUMENTED NCGS FY2750 HISTORY - 1969 GOOD NCGS FY2750 HISTORY - 19850101 GOOD NCGS FY2750 FY2750 STATION DESCRIPTION FY2750 FY2750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2750'JACKSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2750'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2750' FY2750'JACKSON IS LOCATED APPROXIMATELY 7.7 MILES NORTHEAST OF FY2750'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF US FY2750'1 BYPASS WITH I-85 AT NORTH SIDE OF HENDERSON, GO NORTHEAST ON FY2750'I-85 FOR 3.4 MILES TO INTERSECTION OF JACKSON TOWN RD. (SR 1369) FY2750'AND STATION. WHICH IS IN THE NORTHWEST QUADRANT OF INTERSECTION FY2750'IN U FORMED BY CONCRETE CURB AND BRIDGE ABUTMENT. FY2750' FY2750'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2750'JACKSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2750'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2750' FY2750'MARK IS FY2750' FY2750'15.7 FT SW OF C/L OF JACKSON TOWN RD. (SR 1369) FY2750' FY2750'3.5 FT SW OF NW END OF BRIDGE CONCRETE GUARD RAIL FY2750' FY2750'2.9 FT W OF SE END METAL POST FOR GUARD RAIL FY2750' FY2750'15.1 FT ENE OF HIGHWAY R/W MARKER ON W SIDE OF SR 1369 FY2750' FY2750'40.1 FT ENE OF PP 7 ON W SIDE OF SR 1369, AND WITH ALUMINUM FY2750'REF. TAG FY2750 FY2750 STATION RECOVERY (1969) FY2750 FY2750'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 FY2750'RECOVERED IN GOOD CONDITION. FY2750 FY2750 STATION RECOVERY (1985) FY2750 FY2750'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FY2750'JACKSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2750'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2750'JACKSON IS LOCATED APPROXIMATELY 7.7 MILES NORTHEAST OF FY2750'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF US FY2750'1 BYPASS WITH I-85 AT NORTH SIDE OF HENDERSON, GO NORTHEAST ON FY2750'I-85 FOR 3.4 MILES TO INTERSECTION OF JACKSON TOWN RD. (SR 1369) FY2750'AND STATION. WHICH IS IN THE NORTHWEST QUADRANT OF INTERSECTION FY2750'IN U FORMED BY CONCRETE CURB AND BRIDGE ABUTMENT. FY2750'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2750'JACKSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2750'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2750'MARK IS FY2750'15.7 FT SW OF C/L OF JACKSON TOWN RD. (SR 1369) FY2750'3.5 FT SW OF NW END OF BRIDGE CONCRETE GUARD RAIL FY2750'2.9 FT W OF SE END METAL POST FOR GUARD RAIL FY2750'15.1 FT ENE OF HIGHWAY R/W MARKER ON W SIDE OF SR 1369 FY2750'40.1 FT ENE OF PP 7 ON W SIDE OF SR 1369, AND WITH ALUMINUM FY2750'REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4452 *********************************************************************** FY4452 DESIGNATION - JAMES FY4452 PID - FY4452 FY4452 STATE/COUNTY- NC/VANCE FY4452 USGS QUAD - MIDDLEBURG (1982) FY4452 FY4452 *CURRENT SURVEY CONTROL FY4452 ___________________________________________________________________ FY4452* NAD 83(1986)- 36 28 52.12685(N) 078 20 37.81662(W) ADJUSTED FY4452* NAVD 88 - 98.3 (meters) 323. (feet) VERTCON FY4452 ___________________________________________________________________ FY4452 LAPLACE CORR- -6.56 (seconds) DEFLEC99 FY4452 GEOID HEIGHT- -32.65 (meters) GEOID03 FY4452 FY4452 HORZ ORDER - SECOND FY4452 FY4452.The North Carolina HARNS have been completed but, FY4452.due to contractual restrictions, coordinates for these stations FY4452.will NOT be published in the near future. In the interim, the FY4452.published coordinates in North Carolina will not be FY4452.consistent with the Continuously Operating Reference Stations FY4452.(CORS). The HARN coordinates for these stations are available FY4452.upon request. Contact Gary Thompson(919-733-3836). FY4452. FY4452.In addition, the published North Carolina positions FY4452.(NAD 83 (1986)) are NOT consistent with those determined in FY4452.adjacent state readjustments. The discontinuity between stations FY4452.located in North Carolina and those in adjacent states FY4452.which have been adjusted to the HARN may be as much as 5 FY4452.decimeters. This will result in a significant loss of accuracy FY4452.over lines crossing such state borders. FY4452 FY4452 FY4452.The horizontal coordinates were established by classical geodetic methods FY4452.and adjusted by the National Geodetic Survey in July 1992. FY4452 FY4452.The NAVD 88 height was computed by applying the VERTCON shift value to FY4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4452 FY4452.The Laplace correction was computed from DEFLEC99 derived deflections. FY4452 FY4452.The geoid height was determined by GEOID03. FY4452 FY4452; North East Units Scale Factor Converg. FY4452;SPC NC - 303,186.036 668,407.375 MT 1.00010297 +0 22 43.4 FY4452;SPC NC - 994,702.85 2,192,933.20 sFT 1.00010297 +0 22 43.4 FY4452;UTM 17 - 4,040,597.515 737,956.143 MT 1.00029768 +1 34 47.9 FY4452 FY4452! - Elev Factor x Scale Factor = Combined Factor FY4452!SPC NC - 0.99998969 x 1.00010297 = 1.00009266 FY4452!UTM 17 - 0.99998969 x 1.00029768 = 1.00028737 FY4452 FY4452 SUPERSEDED SURVEY CONTROL FY4452 FY4452 NGVD 29 (07/10/92) 98.6 (m) 323. (f) VERT ANG FY4452 FY4452.Superseded values are not recommended for survey control. FY4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4452.See file dsdata.txt to determine how the superseded data were derived. FY4452 FY4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3795640598(NAD 83) FY4452_MARKER: DH = HORIZONTAL CONTROL DISK FY4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4452_SP_SET: CONCRETE POST FY4452_STAMPING: JAMES 1985 FY4452_MARK LOGO: NCGS FY4452_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4452+STABILITY: SURFACE MOTION FY4452 FY4452 HISTORY - Date Condition Report By FY4452 HISTORY - 1985 MONUMENTED NCGS FY4452 FY4452 STATION DESCRIPTION FY4452 FY4452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4452'STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) NORTHWEST OF DREWRY, AND 17.4 FY4452'KM (10.80 MI) NORTH-NORTHEAST OF HENDERSON. FY4452'TO REACH THE STATION FROM THE INTERSECTION IN DREWRY, GO WEST FOR 2.2 FY4452'KM (1.35 MI) ON SR 1366 TO SR 1365, TURN RIGHT AND GO NORTH-NORTHWEST FY4452'FOR 2.3 KM (1.4 MI) ON SR 1365, TURN LEFT AND GO WEST-NORTHWEST FOR FY4452'0.4 KM (0.25 MI) ON DIRT DRIVEWAY TO GATE AT JAMES WARREN SUMMER HOME, FY4452'THENCE THROUGH GATE AND ALONG DRIVEWAY AND WOODS ROAD, PASSING BY FY4452'SOUTHEAST SIDE OF HOME NORTHERLY, TO STATION IN LEFT EDGE OF WOODS FY4452'ROAD. STATION IS ABOUT EQUAL DISTANCE BETWEEN RESIDENCE AND SHORE OF FY4452'LAKE. FY4452'STATION IS A STANDARD NCGS DISK STAMPED---JAMES 1985---, SET INTO THE FY4452'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4452'LOCATED 1.22 METERS (4.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF FY4452'WOODS ROAD,--AND 4.0 METERS (13.1 FT) SOUTHEAST FROM A 14 INCH PINE, FY4452'5.30 METERS (17.4 FT) EAST FROM A 10 INCH PINE, 3.81 METERS (12.5 FT) FY4452'NORTH FROM A 12 INCH TWIN PINE AND 5.21 METERS (17.1 FT) FY4452'WEST-NORTHWEST FROM A 12 INCH PINE--ALL WITH REFERENCE TAGS. FY4452'CARETAKER LIVES IN THE OLDER HOME ON LEFT OF DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2783 *********************************************************************** FY2783 DESIGNATION - JUNCTION FY2783 PID - FY2783 FY2783 STATE/COUNTY- NC/VANCE FY2783 USGS QUAD - VICKSBORO (1970) FY2783 FY2783 *CURRENT SURVEY CONTROL FY2783 ___________________________________________________________________ FY2783* NAD 83(1986)- 36 21 53.11703(N) 078 21 42.52815(W) ADJUSTED FY2783* NAVD 88 - 145.1 (meters) 476. (feet) VERTCON FY2783 ___________________________________________________________________ FY2783 LAPLACE CORR- -6.23 (seconds) DEFLEC99 FY2783 GEOID HEIGHT- -32.78 (meters) GEOID03 FY2783 FY2783 HORZ ORDER - SECOND FY2783 FY2783.The North Carolina HARNS have been completed but, FY2783.due to contractual restrictions, coordinates for these stations FY2783.will NOT be published in the near future. In the interim, the FY2783.published coordinates in North Carolina will not be FY2783.consistent with the Continuously Operating Reference Stations FY2783.(CORS). The HARN coordinates for these stations are available FY2783.upon request. Contact Gary Thompson(919-733-3836). FY2783. FY2783.In addition, the published North Carolina positions FY2783.(NAD 83 (1986)) are NOT consistent with those determined in FY2783.adjacent state readjustments. The discontinuity between stations FY2783.located in North Carolina and those in adjacent states FY2783.which have been adjusted to the HARN may be as much as 5 FY2783.decimeters. This will result in a significant loss of accuracy FY2783.over lines crossing such state borders. FY2783 FY2783 FY2783.The horizontal coordinates were established by classical geodetic methods FY2783.and adjusted by the National Geodetic Survey in July 1986. FY2783 FY2783.The NAVD 88 height was computed by applying the VERTCON shift value to FY2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2783 FY2783.The Laplace correction was computed from DEFLEC99 derived deflections. FY2783 FY2783.The geoid height was determined by GEOID03. FY2783 FY2783; North East Units Scale Factor Converg. FY2783;SPC NC - 290,259.132 666,879.453 MT 1.00006131 +0 22 06.0 FY2783;SPC NC - 952,291.84 2,187,920.34 sFT 1.00006131 +0 22 06.0 FY2783;UTM 17 - 4,027,638.722 736,698.771 MT 1.00029035 +1 33 53.9 FY2783 FY2783! - Elev Factor x Scale Factor = Combined Factor FY2783!SPC NC - 0.99998237 x 1.00006131 = 1.00004368 FY2783!UTM 17 - 0.99998237 x 1.00029035 = 1.00027271 FY2783 FY2783: Primary Azimuth Mark Grid Az FY2783:SPC NC - CEDAR 041 57 23.8 FY2783:UTM 17 - CEDAR 040 45 35.9 FY2783 FY2783|---------------------------------------------------------------------| FY2783| PID Reference Object Distance Geod. Az | FY2783| dddmmss.s | FY2783| FY2743 CEDAR APPROX. 1.8 KM 0421929.8 | FY2783|---------------------------------------------------------------------| FY2783 FY2783 SUPERSEDED SURVEY CONTROL FY2783 FY2783 NAD 27 - 36 21 52.59368(N) 078 21 43.53666(W) AD( ) 2 FY2783 NGVD 29 (07/19/86) 145.4 (m) 477. (f) VERT ANG FY2783 FY2783.Superseded values are not recommended for survey control. FY2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2783.See file dsdata.txt to determine how the superseded data were derived. FY2783 FY2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3669927639(NAD 83) FY2783_MARKER: DE = TRAVERSE STATION DISK FY2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2783_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2783_STAMPING: JUNCTION 1969 FY2783_MARK LOGO: NCGS FY2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2783+STABILITY: SURFACE MOTION FY2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY2783+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004 FY2783 FY2783 HISTORY - Date Condition Report By FY2783 HISTORY - 1969 MONUMENTED NCGS FY2783 HISTORY - 1987 GOOD USPSQD FY2783 HISTORY - 20041230 GOOD USPSQD FY2783 FY2783 STATION DESCRIPTION FY2783 FY2783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2783'JUNCTION IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2783'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2783' FY2783'JUNCTION IS LOCATED APPROXIMATELY 4.2 MILES NORTHEAST OF FY2783'HENDERSON. STATION IS AT THE JUNCTION OF US 158 BYPASS WITH US FY2783'1 BYPASS, ON THE EAST SIDE OF US 1 BYPASS N BOUND LANE AT FY2783'SOUTHEAST END OF US 1 BYPASS BRIDGE OVER US 158. FY2783' FY2783'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2783'JUNCTION 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY2783'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2783' FY2783'MARK IS FY2783' FY2783'23.2 FT ESE OF C/L OF US 1 BYPASS N BOUND LANE FY2783' FY2783'16.3 FT S OF SE END OF CONCRETE BRIDGE GUARD RAIL FY2783' FY2783'8.6 FT SSE OF SE END OF CONCRETE CURB FY2783' FY2783'9.5 FT SE OF 4X4 POST WITH REFLECTOR ON E SIDE OF N BOUND FY2783'LANE, AND WITH ALUMINUM REF. TAG FY2783' FY2783'41.2 FT E OF 4X4 POST WITH REFLECTOR ON W SIDE OF US 1 N FY2783'BOUND LANE, AND WITH ALUMINUM REF. TAG FY2783 FY2783 STATION RECOVERY (1987) FY2783 FY2783'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) FY2783'RECOVERED IN GOOD CONDITION. FY2783 FY2783 STATION RECOVERY (2004) FY2783 FY2783'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY2783'N 36 21.886 FY2783'W 078 21.709 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4453 *********************************************************************** FY4453 DESIGNATION - KERR FY4453 PID - FY4453 FY4453 STATE/COUNTY- NC/VANCE FY4453 USGS QUAD - MIDDLEBURG (1982) FY4453 FY4453 *CURRENT SURVEY CONTROL FY4453 ___________________________________________________________________ FY4453* NAD 83(1986)- 36 29 38.86098(N) 078 21 15.40833(W) ADJUSTED FY4453* NAVD 88 - 91.7 (meters) 301. (feet) VERTCON FY4453 ___________________________________________________________________ FY4453 LAPLACE CORR- -6.92 (seconds) DEFLEC99 FY4453 GEOID HEIGHT- -32.59 (meters) GEOID03 FY4453 FY4453 HORZ ORDER - SECOND FY4453 FY4453.The North Carolina HARNS have been completed but, FY4453.due to contractual restrictions, coordinates for these stations FY4453.will NOT be published in the near future. In the interim, the FY4453.published coordinates in North Carolina will not be FY4453.consistent with the Continuously Operating Reference Stations FY4453.(CORS). The HARN coordinates for these stations are available FY4453.upon request. Contact Gary Thompson(919-733-3836). FY4453. FY4453.In addition, the published North Carolina positions FY4453.(NAD 83 (1986)) are NOT consistent with those determined in FY4453.adjacent state readjustments. The discontinuity between stations FY4453.located in North Carolina and those in adjacent states FY4453.which have been adjusted to the HARN may be as much as 5 FY4453.decimeters. This will result in a significant loss of accuracy FY4453.over lines crossing such state borders. FY4453 FY4453 FY4453.The horizontal coordinates were established by classical geodetic methods FY4453.and adjusted by the National Geodetic Survey in July 1992. FY4453 FY4453.The NAVD 88 height was computed by applying the VERTCON shift value to FY4453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4453 FY4453.The Laplace correction was computed from DEFLEC99 derived deflections. FY4453 FY4453.The geoid height was determined by GEOID03. FY4453 FY4453; North East Units Scale Factor Converg. FY4453;SPC NC - 304,620.576 667,462.178 MT 1.00010787 +0 22 21.7 FY4453;SPC NC - 999,409.34 2,189,832.16 sFT 1.00010787 +0 22 21.7 FY4453;UTM 17 - 4,042,012.189 736,980.891 MT 1.00029197 +1 34 27.3 FY4453 FY4453! - Elev Factor x Scale Factor = Combined Factor FY4453!SPC NC - 0.99999072 x 1.00010787 = 1.00009859 FY4453!UTM 17 - 0.99999072 x 1.00029197 = 1.00028269 FY4453 FY4453 SUPERSEDED SURVEY CONTROL FY4453 FY4453 NGVD 29 (07/10/92) 92.0 (m) 302. (f) VERT ANG FY4453 FY4453.Superseded values are not recommended for survey control. FY4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4453.See file dsdata.txt to determine how the superseded data were derived. FY4453 FY4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3698142012(NAD 83) FY4453_MARKER: DH = HORIZONTAL CONTROL DISK FY4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4453_SP_SET: CONCRETE POST FY4453_STAMPING: KERR 1985 FY4453_MARK LOGO: NCGS FY4453_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4453+STABILITY: SURFACE MOTION FY4453 FY4453 HISTORY - Date Condition Report By FY4453 HISTORY - 1985 MONUMENTED NCGS FY4453 FY4453 STATION DESCRIPTION FY4453 FY4453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4453'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHWEST OF DREWRY, AND 18.7 FY4453'KM (11.60 MI) NORTH-NORTHEAST OF HENDERSON. FY4453'PROCEED FROM DREWRY (CROSSROADS COMMUNITY) NORTH ALONG KERR DAM ROAD FY4453'(SR 1369 IN VANCE COUNTY, SR 1200 IN WARREN COUNTY) FOR 2.7 KM FY4453'(1.7 MI) TO SR 1201, THENCE WEST ALONG SR 1201 FOR 2.7 KM (1.7 MI) TO FY4453'SR 1363, THENCE NORTHERLY ALONG SR 1363 FOR 0.6 KM (0.4 MI) TO WOODS FY4453'ROAD ON LEFT, THENCE WEST-SOUTHWEST ALONG WOODS ROAD FOR 0.5 KM FY4453'(0.3 MI) TO TRIPLE-FORK IN ROAD (AT A PASTURE GATE), THENCE ALONG FY4453'RIGHT FORK WEST-SOUTHWESTERLY (MEANDERING) FOR 1.3 KM (0.8 MI) TO FY4453'ANOTHER WOODS ROAD ON RIGHT, THENCE WESTERLY ALONG THIS ROAD FOR 0.3 FY4453'KM (0.2 MI) TO STATION ON POINT OF LAND AT WATER. FY4453'STATION IS A STANDARD NCGS DISK STAMPED---KERR 1985---, SET INTO THE FY4453'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 CM FY4453'ABOVE GROUND. LOCATED 11.03 METERS (36.2 FT) NORTH FROM A 10-INCH FY4453'PINE, 9.90 METERS (32.5 FT) NORTHWEST FROM A 4-INCH GUM, 11.64 METERS FY4453'(38.2 FT) WEST FROM A 12-INCH TWIN GUM, 10.73 METERS (35.2 FT) SOUTH FY4453'FROM A 10-INCH PINE, AND 7.86 METERS (25.8 FT) SOUTHEAST FROM A FY4453'12-INCH PINE--ALL WITH REFERENCE TAGS. FY4453'AREA IS SUBJECT TO FLOODING DURING HIGH WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2735 *********************************************************************** FY2735 DESIGNATION - KITTRELL FY2735 PID - FY2735 FY2735 STATE/COUNTY- NC/VANCE FY2735 USGS QUAD - KITTRELL (1979) FY2735 FY2735 *CURRENT SURVEY CONTROL FY2735 ___________________________________________________________________ FY2735* NAD 83(1986)- 36 11 44.56045(N) 078 27 03.69332(W) ADJUSTED FY2735* NAVD 88 - 107. (meters) 351. (feet) SCALED FY2735 ___________________________________________________________________ FY2735 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2735 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2735 FY2735 HORZ ORDER - SECOND FY2735 FY2735.The North Carolina HARNS have been completed but, FY2735.due to contractual restrictions, coordinates for these stations FY2735.will NOT be published in the near future. In the interim, the FY2735.published coordinates in North Carolina will not be FY2735.consistent with the Continuously Operating Reference Stations FY2735.(CORS). The HARN coordinates for these stations are available FY2735.upon request. Contact Gary Thompson(919-733-3836). FY2735. FY2735.In addition, the published North Carolina positions FY2735.(NAD 83 (1986)) are NOT consistent with those determined in FY2735.adjacent state readjustments. The discontinuity between stations FY2735.located in North Carolina and those in adjacent states FY2735.which have been adjusted to the HARN may be as much as 5 FY2735.decimeters. This will result in a significant loss of accuracy FY2735.over lines crossing such state borders. FY2735 FY2735 FY2735.The horizontal coordinates were established by classical geodetic methods FY2735.and adjusted by the National Geodetic Survey in July 1986. FY2735 FY2735.The orthometric height was scaled from a topographic map. FY2735 FY2735.The Laplace correction was computed from DEFLEC99 derived deflections. FY2735 FY2735.The geoid height was determined by GEOID03. FY2735 FY2735; North East Units Scale Factor Converg. FY2735;SPC NC - 271,453.126 658,976.313 MT 1.00000824 +0 19 00.7 FY2735;SPC NC - 890,592.46 2,161,991.45 sFT 1.00000824 +0 19 00.7 FY2735;UTM 17 - 4,008,667.820 729,187.069 MT 1.00024724 +1 30 21.4 FY2735 FY2735! - Elev Factor x Scale Factor = Combined Factor FY2735!SPC NC - 0.99998839 x 1.00000824 = 0.99999663 FY2735!UTM 17 - 0.99998839 x 1.00024724 = 1.00023562 FY2735 FY2735: Primary Azimuth Mark Grid Az FY2735:SPC NC - DEG=V 7 014 44 33.6 FY2735:UTM 17 - DEG=V 7 013 33 12.9 FY2735 FY2735|---------------------------------------------------------------------| FY2735| PID Reference Object Distance Geod. Az | FY2735| dddmmss.s | FY2735| FY0239 DEG=V 7 APPROX. 4.9 KM 0150334.3 | FY2735| FY2732 DEK 435.106 METERS 1781115.3 | FY2735| FY4087 KITTRELL RM 19357 | FY2735|---------------------------------------------------------------------| FY2735 FY2735 SUPERSEDED SURVEY CONTROL FY2735 FY2735 NAD 27 - 36 11 44.02306(N) 078 27 04.69474(W) AD( ) 2 FY2735 FY2735.Superseded values are not recommended for survey control. FY2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2735.See file dsdata.txt to determine how the superseded data were derived. FY2735 FY2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2918708668(NAD 83) FY2735_MARKER: DS = TRIANGULATION STATION DISK FY2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2735_MARK LOGO: CGS FY2735_MAGNETIC: N = NO MAGNETIC MATERIAL FY2735 FY2735 HISTORY - Date Condition Report By FY2735 HISTORY - 1918 MONUMENTED CGS FY2735 HISTORY - 1933 GOOD CGS FY2735 HISTORY - 1976 MARK NOT FOUND NCGS FY2735 FY2735 STATION DESCRIPTION FY2735 FY2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FY2735'ABOUT 2 MILES SOUTH OF RAILWAY STATION AT KITTRELL, AT BEGINNING FY2735'OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF RAILWAY FY2735'STATION, ON PROLONGATION OF TANGENT TO RIGHT RAIL TOWARD FY2735'KITTRELL, 295 METERS (968 FEET) NORTH OF MILEPOST 124, 28 METERS FY2735'(92 FEET) NORTH OF WHISTLE POST, AT TOP OF CUT, ABOUT 6 FEET FY2735'ABOVE TRACK, AND 7.83 METERS (25.7 FEET) WEST OF WEST RAIL. FY2735'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, FY2735'UNDERGROUND MARK IS NAIL IN CONCRETE. FY2735' FY2735'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, FY2735'OPPOSITE WHISTLE POST, 10 METERS (33 FEET) WEST OF TRACK, AND FY2735'24.83 METERS (81.5 FEET) FROM STATION S 13 DEG 57 MIN W. FY2735' FY2735'STATION DEK (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) FY2735'IS VISIBLE FROM GROUND S 01 DEG 49 MIN E. FY2735 FY2735 STATION RECOVERY (1976) FY2735 FY2735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2735'STATION MARK WAS NOT LOCATED. THE BANK HAS BEEN CUT BACK TO 40 FEET FY2735'FROM TRACK. STATION HAS PROBABLY BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2737 *********************************************************************** FY2737 DESIGNATION - KITTRELL WATER TANK FY2737 PID - FY2737 FY2737 STATE/COUNTY- NC/VANCE FY2737 USGS QUAD - KITTRELL (1979) FY2737 FY2737 *CURRENT SURVEY CONTROL FY2737 ___________________________________________________________________ FY2737* NAD 83(1986)- 36 13 24.00193(N) 078 26 22.49411(W) ADJUSTED FY2737* NAVD 88 - FY2737 ___________________________________________________________________ FY2737 LAPLACE CORR- -7.32 (seconds) DEFLEC99 FY2737 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2737 FY2737 HORZ ORDER - THIRD FY2737 FY2737.The North Carolina HARNS have been completed but, FY2737.due to contractual restrictions, coordinates for these stations FY2737.will NOT be published in the near future. In the interim, the FY2737.published coordinates in North Carolina will not be FY2737.consistent with the Continuously Operating Reference Stations FY2737.(CORS). The HARN coordinates for these stations are available FY2737.upon request. Contact Gary Thompson(919-733-3836). FY2737. FY2737.In addition, the published North Carolina positions FY2737.(NAD 83 (1986)) are NOT consistent with those determined in FY2737.adjacent state readjustments. The discontinuity between stations FY2737.located in North Carolina and those in adjacent states FY2737.which have been adjusted to the HARN may be as much as 5 FY2737.decimeters. This will result in a significant loss of accuracy FY2737.over lines crossing such state borders. FY2737 FY2737 FY2737.The horizontal coordinates were established by classical geodetic methods FY2737.and adjusted by the National Geodetic Survey in July 1986. FY2737 FY2737 FY2737.The Laplace correction was computed from DEFLEC99 derived deflections. FY2737 FY2737.The geoid height was determined by GEOID03. FY2737 FY2737; North East Units Scale Factor Converg. FY2737;SPC NC - 274,523.954 659,988.300 MT 1.00001631 +0 19 24.4 FY2737;SPC NC - 900,667.34 2,165,311.61 sFT 1.00001631 +0 19 24.4 FY2737;UTM 17 - 4,011,759.731 730,135.306 MT 1.00025261 +1 30 49.3 FY2737 FY2737 SUPERSEDED SURVEY CONTROL FY2737 FY2737 NAD 27 - 36 13 23.48480(N) 078 26 23.49745(W) AD( ) 3 FY2737 FY2737.Superseded values are not recommended for survey control. FY2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2737.See file dsdata.txt to determine how the superseded data were derived. FY2737 FY2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3013511760(NAD 83) FY2737_MARKER: 53 = ELEVATED TANK FY2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY2737+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005 FY2737 FY2737 HISTORY - Date Condition Report By FY2737 HISTORY - 1976 FIRST OBSERVED NCGS FY2737 HISTORY - 20050303 GOOD GEOCAC FY2737 FY2737 STATION DESCRIPTION FY2737 FY2737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2737'THE STATION IS LOCATED IN KITTRELL AT THE INTERSECTION OF SR 1551 WITH FY2737'THE SEABOARD COAST LINE RAILROAD IN KITTRELL IN THE NORTHEAST QUADRANT FY2737'. FY2737' FY2737'IT IS 150 FEET TALL, PAINTED AQUA, WITH 4 LEGS AND STANDPIPE. POINT FY2737'INTERSECTED WAS CAP ON TOP. FY2737 FY2737 STATION RECOVERY (2005) FY2737 FY2737'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY2737'VERIFIED EXISTENCE. TANK IS LOCATED ON THE NORTH SIDE OF CHURCH FY2737'STREET, EAST OF N. WILLIAMS STREET, AND NORTH NORTHEAST OF SAINT FY2737'JAMES EPISCOPAL CHURCH. GPS READING AT SOUTHEAST LEG WAS N36 13 24.0, FY2737'W078 26 22.4 (PLUS/MINUS 18 FT). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4456 *********************************************************************** FY4456 DESIGNATION - KL 32 FY4456 PID - FY4456 FY4456 STATE/COUNTY- NC/VANCE FY4456 USGS QUAD - JOHN H KERR DAM (1981) FY4456 FY4456 *CURRENT SURVEY CONTROL FY4456 ___________________________________________________________________ FY4456* NAD 83(1986)- 36 31 59.06849(N) 078 20 37.01585(W) ADJUSTED FY4456* NAVD 88 - 94.06 (+/-2cm) 308.6 (feet) VERTCON FY4456 ___________________________________________________________________ FY4456 LAPLACE CORR- -6.87 (seconds) DEFLEC99 FY4456 GEOID HEIGHT- -32.55 (meters) GEOID03 FY4456 FY4456 HORZ ORDER - SECOND FY4456 VERT ORDER - THIRD ? (See Below) FY4456 FY4456.The North Carolina HARNS have been completed but, FY4456.due to contractual restrictions, coordinates for these stations FY4456.will NOT be published in the near future. In the interim, the FY4456.published coordinates in North Carolina will not be FY4456.consistent with the Continuously Operating Reference Stations FY4456.(CORS). The HARN coordinates for these stations are available FY4456.upon request. Contact Gary Thompson(919-733-3836). FY4456. FY4456.In addition, the published North Carolina positions FY4456.(NAD 83 (1986)) are NOT consistent with those determined in FY4456.adjacent state readjustments. The discontinuity between stations FY4456.located in North Carolina and those in adjacent states FY4456.which have been adjusted to the HARN may be as much as 5 FY4456.decimeters. This will result in a significant loss of accuracy FY4456.over lines crossing such state borders. FY4456 FY4456 FY4456.The horizontal coordinates were established by classical geodetic methods FY4456.and adjusted by the National Geodetic Survey in July 1992. FY4456 FY4456.The NAVD 88 height was computed by applying the VERTCON shift value to FY4456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4456.The vertical order pertains to the NGVD 29 superseded value. FY4456 FY4456.The Laplace correction was computed from DEFLEC99 derived deflections. FY4456 FY4456.The geoid height was determined by GEOID03. FY4456 FY4456; North East Units Scale Factor Converg. FY4456;SPC NC - 308,949.087 668,389.204 MT 1.00012290 +0 22 43.8 FY4456;SPC NC - 1,013,610.46 2,192,873.58 sFT 1.00012290 +0 22 43.8 FY4456;UTM 17 - 4,046,359.978 737,817.033 MT 1.00029686 +1 34 55.4 FY4456 FY4456! - Elev Factor x Scale Factor = Combined Factor FY4456!SPC NC - 0.99999035 x 1.00012290 = 1.00011325 FY4456!UTM 17 - 0.99999035 x 1.00029686 = 1.00028720 FY4456 FY4456 SUPERSEDED SURVEY CONTROL FY4456 FY4456 NGVD 29 (07/10/92) 94.35 (m) 309.5 (f) LEVELING 3 FY4456 FY4456.Superseded values are not recommended for survey control. FY4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4456.See file dsdata.txt to determine how the superseded data were derived. FY4456 FY4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3781746360(NAD 83) FY4456_MARKER: DE = TRAVERSE STATION DISK FY4456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4456_SP_SET: SQUARE CONCRETE MONUMENT FY4456_STAMPING: KL 32 1978 FY4456_MARK LOGO: USE FY4456_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4456+STABILITY: SURFACE MOTION FY4456 FY4456 HISTORY - Date Condition Report By FY4456 HISTORY - 1978 MONUMENTED NCGS FY4456 HISTORY - 19840808 GOOD NCGS FY4456 FY4456 STATION DESCRIPTION FY4456 FY4456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FY4456'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) NORTHEAST OF TOWNSVILLE FY4456'AND 23.2 KM (14.4 MI) NORTH-NORTHEAST OF HENDERSON, AT HENDERSON POINT FY4456'STATE PARK. FY4456'ON HENDERSON POINT, AT THE WILDLIFE BOATING ACCESS SIGN, IN MEDIAN OF FY4456'THE TURN AROUND AND BOAT RAMP PARKING. FY4456'THE STATION IS A STANDARD USE DISK STAMPED---KL 32 1978---, SET INTO FY4456'THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON SIDE PROJECTING 8 CM FY4456'ABOVE GROUND. LOCATED 9.91 METERS (32.5 FT) NORTH FROM THE CENTERLINE FY4456'OF MAIN ROAD, 3.54 METERS (11.6 FT) SOUTHWEST FROM A WILDLIFE BOATING FY4456'ACCESS SIGN WITH REFERENCE TAG, 24.56 METERS (80.6 FT) NORTHWEST FROM FY4456'A 48 INCH OAK,--AND 3.47 METERS (11.4 FT) EAST-NORTHEAST FROM A 36 FY4456'INCH OAK AND 24.63 METERS (80.8 FT) SOUTH-SOUTHWEST FROM A POWER AND FY4456'LAMP POLE--BOTH WITH REFERENCE TAGS. FY4456'MARK IS 1 FOOT ABOVE ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY0175 *********************************************************************** FY0175 DESIGNATION - L 36 FY0175 PID - FY0175 FY0175 STATE/COUNTY- NC/VANCE FY0175 USGS QUAD - MIDDLEBURG (1982) FY0175 FY0175 *CURRENT SURVEY CONTROL FY0175 ___________________________________________________________________ FY0175* NAD 83(1986)- 36 27 33.00404(N) 078 18 57.35643(W) ADJUSTED FY0175* NAVD 88 - 137.662 (meters) 451.65 (feet) POSTED FY0175 ___________________________________________________________________ FY0175 LAPLACE CORR- -5.67 (seconds) DEFLEC99 FY0175 GEOID HEIGHT- -32.79 (meters) GEOID03 FY0175 DYNAMIC HT - 137.550 (meters) 451.28 (feet) COMP FY0175 MODELED GRAV- 979,808.1 (mgal) NAVD 88 FY0175 FY0175 HORZ ORDER - SECOND FY0175 VERT ORDER - * POSTED, Code A , SEE BELOW FY0175 FY0175.The North Carolina HARNS have been completed but, FY0175.due to contractual restrictions, coordinates for these stations FY0175.will NOT be published in the near future. In the interim, the FY0175.published coordinates in North Carolina will not be FY0175.consistent with the Continuously Operating Reference Stations FY0175.(CORS). The HARN coordinates for these stations are available FY0175.upon request. Contact Gary Thompson(919-733-3836). FY0175. FY0175.In addition, the published North Carolina positions FY0175.(NAD 83 (1986)) are NOT consistent with those determined in FY0175.adjacent state readjustments. The discontinuity between stations FY0175.located in North Carolina and those in adjacent states FY0175.which have been adjusted to the HARN may be as much as 5 FY0175.decimeters. This will result in a significant loss of accuracy FY0175.over lines crossing such state borders. FY0175 FY0175 FY0175.The horizontal coordinates were established by classical geodetic methods FY0175.and adjusted by the National Geodetic Survey in July 1992. FY0175 FY0175.The orthometric height was determined by differential leveling FY0175.and adjusted by the National Geodetic Survey in 1992. FY0175.* This is a POSTED BENCH MARK height. Code A indicates a distribution FY0175.rate of 0.0 thru 1.0 mm/km. FY0175 FY0175.The Laplace correction was computed from DEFLEC99 derived deflections. FY0175 FY0175.The geoid height was determined by GEOID03. FY0175 FY0175.The dynamic height is computed by dividing the NAVD 88 FY0175.geopotential number by the normal gravity value computed on the FY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0175.degrees latitude (g = 980.6199 gals.). FY0175 FY0175.The modeled gravity was interpolated from observed gravity values. FY0175 FY0175; North East Units Scale Factor Converg. FY0175;SPC NC - 300,763.825 670,925.084 MT 1.00009478 +0 23 41.4 FY0175;SPC NC - 986,755.98 2,201,193.38 sFT 1.00009478 +0 23 41.4 FY0175;UTM 17 - 4,038,228.123 740,524.602 MT 1.00031283 +1 35 44.8 FY0175 FY0175! - Elev Factor x Scale Factor = Combined Factor FY0175!SPC NC - 0.99998354 x 1.00009478 = 1.00007832 FY0175!UTM 17 - 0.99998354 x 1.00031283 = 1.00029637 FY0175 FY0175 SUPERSEDED SURVEY CONTROL FY0175 FY0175 NGVD 29 (??/??/92) 137.933 (m) 452.54 (f) ADJ UNCH 1 2 FY0175 FY0175.Superseded values are not recommended for survey control. FY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0175.See file dsdata.txt to determine how the superseded data were derived. FY0175 FY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4052538228(NAD 83) FY0175_MARKER: DB = BENCH MARK DISK FY0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0175_SP_SET: CONCRETE POST FY0175_STAMPING: 452.466 L 36 1932 FY0175_MARK LOGO: CGS FY0175_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0175+STABILITY: SURFACE MOTION FY0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY0175+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005 FY0175 FY0175 HISTORY - Date Condition Report By FY0175 HISTORY - 1932 MONUMENTED CGS FY0175 HISTORY - 1934 GOOD NGS FY0175 HISTORY - 19850606 GOOD NCGS FY0175 HISTORY - 20050416 GOOD USPSQD FY0175 HISTORY - 20050918 GOOD GEOCAC FY0175 FY0175 STATION DESCRIPTION FY0175 FY0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 FY0175'0.3 MI NW FROM TOWNSVILLE. FY0175'0.3 MILE NORTHWEST ALONG THE ABANDONED TOWNSVILLE RAILROAD FY0175'FROM DREWRY, VANCE COUNTY, 125 YARDS SOUTHEAST OF A SMALL HOUSE, FY0175'85 FEET EAST OF THE CROSSING OF THE TOWNSVILLE-MANSON HIGHWAY, FY0175'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH FY0175'OF THE CENTERLINE OF THE RAILROAD BED, AND SET IN THE TOP OF A FY0175'CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND. FY0175 FY0175 STATION RECOVERY (1985) FY0175 FY0175'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FY0175'STATION IS LOCATED ABOUT 0.6 KM (0.4 MI) WEST OF DREWRY, AND 16.1 KM FY0175'(10.0 MI) NORTH-NORTHEAST OF HENDERSON. FY0175'ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 0.6 KM (0.4 MI) WEST FROM FY0175'CROSSROADS IN DREWRY, OR 1.4 KM (0.85 MI) EAST OF SR 1365 FY0175'INTERSECTION, IN FRONT YARD OF MOBILE HOME ON SOUTH SIDE OF ROAD. FY0175'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---L 36 452.466 FY0175'1932---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON SIDE FY0175'PROJECTING 15 CM ABOVE GROUND. LOCATED 11.3 METERS (37 FT) SOUTH FROM FY0175'THE CENTERLINE OF ROAD, 21.34 METERS (70.0 FT) EAST FROM THE EAST END FY0175'OF DRIVEWAY CULVERT, 22.34 METERS (73.3 FT) NORTHWEST FROM THE FY0175'NORTHEAST CORNER OF MOBILE HOME, AND 0.30 METERS (1.0 FT) NORTH FROM A FY0175'WITNESS POST. FY0175'MARK IS LEVEL WITH ROAD. FY0175 FY0175 STATION RECOVERY (2005) FY0175 FY0175'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY0175'N 36 27.552 FY0175'W 078 18.954 FY0175 FY0175 STATION RECOVERY (2005) FY0175 FY0175'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY0175'RECOVERED AS DESCRIBED IN THE YARD OF A MOBILE HOME AT FY0175'349 BULLOCKSVILLE PARK ROAD. MARK IS 15 FEET WEST OF A CEMENT WELL FY0175'COVER. FY0175' FY0175' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2643 *********************************************************************** FY2643 DESIGNATION - LIBERTY FY2643 PID - FY2643 FY2643 STATE/COUNTY- NC/VANCE FY2643 USGS QUAD - INGLESIDE (1979) FY2643 FY2643 *CURRENT SURVEY CONTROL FY2643 ___________________________________________________________________ FY2643* NAD 83(1986)- 36 14 51.91997(N) 078 19 54.10363(W) ADJUSTED FY2643* NAVD 88 - 146.9 (meters) 482. (feet) VERTCON FY2643 ___________________________________________________________________ FY2643 LAPLACE CORR- -6.02 (seconds) DEFLEC99 FY2643 GEOID HEIGHT- -33.09 (meters) GEOID03 FY2643 FY2643 HORZ ORDER - SECOND FY2643 FY2643.The North Carolina HARNS have been completed but, FY2643.due to contractual restrictions, coordinates for these stations FY2643.will NOT be published in the near future. In the interim, the FY2643.published coordinates in North Carolina will not be FY2643.consistent with the Continuously Operating Reference Stations FY2643.(CORS). The HARN coordinates for these stations are available FY2643.upon request. Contact Gary Thompson(919-733-3836). FY2643. FY2643.In addition, the published North Carolina positions FY2643.(NAD 83 (1986)) are NOT consistent with those determined in FY2643.adjacent state readjustments. The discontinuity between stations FY2643.located in North Carolina and those in adjacent states FY2643.which have been adjusted to the HARN may be as much as 5 FY2643.decimeters. This will result in a significant loss of accuracy FY2643.over lines crossing such state borders. FY2643 FY2643 FY2643.The horizontal coordinates were established by classical geodetic methods FY2643.and adjusted by the National Geodetic Survey in July 1986. FY2643 FY2643.The NAVD 88 height was computed by applying the VERTCON shift value to FY2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2643 FY2643.The Laplace correction was computed from DEFLEC99 derived deflections. FY2643 FY2643.The geoid height was determined by GEOID03. FY2643 FY2643; North East Units Scale Factor Converg. FY2643;SPC NC - 277,293.889 669,669.948 MT 1.00002364 +0 23 08.6 FY2643;SPC NC - 909,755.03 2,197,075.49 sFT 1.00002364 +0 23 08.6 FY2643;UTM 17 - 4,014,731.160 739,759.769 MT 1.00030834 +1 34 42.5 FY2643 FY2643! - Elev Factor x Scale Factor = Combined Factor FY2643!SPC NC - 0.99998214 x 1.00002364 = 1.00000578 FY2643!UTM 17 - 0.99998214 x 1.00030834 = 1.00029047 FY2643 FY2643: Primary Azimuth Mark Grid Az FY2643:SPC NC - ALONG 119 36 56.0 FY2643:UTM 17 - ALONG 118 25 22.1 FY2643 FY2643|---------------------------------------------------------------------| FY2643| PID Reference Object Distance Geod. Az | FY2643| dddmmss.s | FY2643| FY2642 ALONG 489.297 METERS 1200004.6 | FY2643|---------------------------------------------------------------------| FY2643 FY2643 SUPERSEDED SURVEY CONTROL FY2643 FY2643 NAD 27 - 36 14 51.38716(N) 078 19 55.11965(W) AD( ) 2 FY2643 NGVD 29 (07/19/86) 147.2 (m) 483. (f) VERT ANG FY2643 FY2643.Superseded values are not recommended for survey control. FY2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2643.See file dsdata.txt to determine how the superseded data were derived. FY2643 FY2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3976014731(NAD 83) FY2643_MARKER: DE = TRAVERSE STATION DISK FY2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2643_MAGNETIC: N = NO MAGNETIC MATERIAL FY2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2643+STABILITY: SURFACE MOTION FY2643 FY2643 HISTORY - Date Condition Report By FY2643 HISTORY - 1976 MONUMENTED NCGS FY2643 HISTORY - 1985 GOOD USPSQD FY2643 FY2643 STATION DESCRIPTION FY2643 FY2643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2643'LIBERTY IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2643'VICINITY OF EPSOM AND APPROXIMATELY 6.8 MILES SOUTHEAST OF HENDERSON, FY2643'NORTH CAROLINA. FY2643' FY2643'TO REACH STATION FROM INTERSECTION OF NC 39 WITH SR 1003 AND SR 1523 FY2643'(COUNTY LINE CROSSROADS) AT EPSOM, PROCEED NORTHWEST ALONG NC 39 FOR FY2643'0.25 MILE TO STATION ON THE LEFT AND APPROXIMATELY 400 FEET NORTH- FY2643'NORTHWEST OF LIBERTY UNITED CHURCH OF CHRIST. FY2643' FY2643'STATION MARK IS A STANDARD BRASS DISK, STAMPED---LIBERTY 1976---, SET FY2643'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW FY2643'THE SURFACE OF THE GROUND. THE MARK IS 28.1 FEET SOUTHWEST OF THE FY2643'CENTERLINE OF NC 39, 98.1 FEET NORTHWEST OF THE CENTERLINE OF DIRT FY2643'DRIVEWAY LEADING WEST TO JAMES R. KEARNE RESIDENCE, 36.8 FEET FY2643'SOUTHEAST OF CENTER OF METAL DRAINAGE COVER ON SOUTHWEST SIDE OF FY2643'HIGHWAY, 2.4 FEET SOUTHWEST OF SOUTHWEST CURB OF HIGHWAY, 39.7 FEET FY2643'EAST-SOUTHEAST OF CENTER OF TOP OF SOUTHWEST END OF CONCRETE CULVERT FY2643'UNDER HIGHWAY, 90.8 FEET SOUTH OF POWER POLE ON EAST SIDE OF HIGHWAY FY2643'WITH ALUMINUM TAG, AND 80.7 FEET WEST-SOUTHWEST OF 10 INCH GUM WITH FY2643'ALUMINUM TAG. FY2643 FY2643 STATION RECOVERY (1985) FY2643 FY2643'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2643'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2822 *********************************************************************** FY2822 DESIGNATION - LINE FY2822 PID - FY2822 FY2822 STATE/COUNTY- NC/VANCE FY2822 USGS QUAD - HENDERSON (1982) FY2822 FY2822 *CURRENT SURVEY CONTROL FY2822 ___________________________________________________________________ FY2822* NAD 83(1986)- 36 20 03.32098(N) 078 22 32.84100(W) ADJUSTED FY2822* NAVD 88 - 144.0 (meters) 472. (feet) VERTCON FY2822 ___________________________________________________________________ FY2822 LAPLACE CORR- -6.54 (seconds) DEFLEC99 FY2822 GEOID HEIGHT- -32.78 (meters) GEOID03 FY2822 FY2822 HORZ ORDER - SECOND FY2822 FY2822.The North Carolina HARNS have been completed but, FY2822.due to contractual restrictions, coordinates for these stations FY2822.will NOT be published in the near future. In the interim, the FY2822.published coordinates in North Carolina will not be FY2822.consistent with the Continuously Operating Reference Stations FY2822.(CORS). The HARN coordinates for these stations are available FY2822.upon request. Contact Gary Thompson(919-733-3836). FY2822. FY2822.In addition, the published North Carolina positions FY2822.(NAD 83 (1986)) are NOT consistent with those determined in FY2822.adjacent state readjustments. The discontinuity between stations FY2822.located in North Carolina and those in adjacent states FY2822.which have been adjusted to the HARN may be as much as 5 FY2822.decimeters. This will result in a significant loss of accuracy FY2822.over lines crossing such state borders. FY2822 FY2822 FY2822.The horizontal coordinates were established by classical geodetic methods FY2822.and adjusted by the National Geodetic Survey in July 1986. FY2822 FY2822.The NAVD 88 height was computed by applying the VERTCON shift value to FY2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2822 FY2822.The Laplace correction was computed from DEFLEC99 derived deflections. FY2822 FY2822.The geoid height was determined by GEOID03. FY2822 FY2822; North East Units Scale Factor Converg. FY2822;SPC NC - 286,866.708 665,646.403 MT 1.00005109 +0 21 37.0 FY2822;SPC NC - 941,161.86 2,183,874.91 sFT 1.00005109 +0 21 37.0 FY2822;UTM 17 - 4,024,220.512 735,536.526 MT 1.00028359 +1 33 20.0 FY2822 FY2822! - Elev Factor x Scale Factor = Combined Factor FY2822!SPC NC - 0.99998254 x 1.00005109 = 1.00003363 FY2822!UTM 17 - 0.99998254 x 1.00028359 = 1.00026613 FY2822 FY2822: Primary Azimuth Mark Grid Az FY2822:SPC NC - YIELD 036 35 41.4 FY2822:UTM 17 - YIELD 035 23 58.4 FY2822 FY2822|---------------------------------------------------------------------| FY2822| PID Reference Object Distance Geod. Az | FY2822| dddmmss.s | FY2822| FY2793 YIELD APPROX. 1.8 KM 0365718.4 | FY2822|---------------------------------------------------------------------| FY2822 FY2822 SUPERSEDED SURVEY CONTROL FY2822 FY2822 NAD 27 - 36 20 02.79718(N) 078 22 33.85030(W) AD( ) 2 FY2822 NGVD 29 (07/19/86) 144.3 (m) 473. (f) VERT ANG FY2822 FY2822.Superseded values are not recommended for survey control. FY2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2822.See file dsdata.txt to determine how the superseded data were derived. FY2822 FY2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3553724221(NAD 83) FY2822_MARKER: DE = TRAVERSE STATION DISK FY2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2822_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2822_STAMPING: LINE 1969 FY2822_MARK LOGO: NCGS FY2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2822+STABILITY: SURFACE MOTION FY2822 FY2822 HISTORY - Date Condition Report By FY2822 HISTORY - 1969 MONUMENTED NCGS FY2822 HISTORY - 1985 GOOD USPSQD FY2822 FY2822 STATION DESCRIPTION FY2822 FY2822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2822'LINE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2822'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2822' FY2822'LINE IS LOCATED APPROXIMATELY 1.4 MILES NORTHEAST OF THE FY2822'CENTER OF HENDERSON. TO REACH STATION PROCEED FROM THE FY2822'INTERSECTION OF NC 39 WITH U.S. 1 BYPASS, GO NORTH ON U.S. 1 FY2822'BYPASS FOR 1.1 MILES TO STATION. WHICH IS ON THE WEST SIDE OF FY2822'HIGHWAY, UNDER POWER LINE, 0.4 MILE NORTH OF CHICKEN FARM ROAD FY2822'BRIDGE, AND 1.1 MILE SOUTH OF INTERSECTION OF SR 1001 WITH FY2822'U.S. 1 BYPASS. FY2822' FY2822'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2822'LINE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FY2822'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY2822' FY2822'MARK IS FY2822' FY2822'20.5 FT W OF C/L OF U.S. 1 BYPASS. FY2822' FY2822'45.6 FT. ENE OF 14 INCH RED OAK ON W SIDE OF U.S. 1 BYPASS, AND FY2822'WITH ALUMINUM REF. TAG. FY2822' FY2822'39.8 FT E OF 18 INCH WHITE OAK ON W SIDE OF U.S. 1 BYPASS AT FY2822'POWER LINE, AND WITH ALUMINUM REF. TAG. FY2822' FY2822'159.5 FT WNW OF PP 35 ON E SIDE OF U.S. 1 BYPASS. FY2822' FY2822'94.5 FT W OF 20 INCH POPLAR TREE ON E SIDE OF U.S. 1 BYPASS. FY2822 FY2822 STATION RECOVERY (1985) FY2822 FY2822'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2822'LINE 1969 FOUND GOOD. FY2822' FY2822'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2609 *********************************************************************** FY2609 DESIGNATION - LONG FY2609 PID - FY2609 FY2609 STATE/COUNTY- NC/VANCE FY2609 USGS QUAD - INGLESIDE (1979) FY2609 FY2609 *CURRENT SURVEY CONTROL FY2609 ___________________________________________________________________ FY2609* NAD 83(1986)- 36 14 27.40715(N) 078 20 00.14959(W) ADJUSTED FY2609* NAVD 88 - 141. (meters) 463. (feet) VERTCON FY2609 ___________________________________________________________________ FY2609 LAPLACE CORR- -6.00 (seconds) DEFLEC99 FY2609 GEOID HEIGHT- -33.10 (meters) GEOID03 FY2609 FY2609 HORZ ORDER - SECOND FY2609 FY2609.The North Carolina HARNS have been completed but, FY2609.due to contractual restrictions, coordinates for these stations FY2609.will NOT be published in the near future. In the interim, the FY2609.published coordinates in North Carolina will not be FY2609.consistent with the Continuously Operating Reference Stations FY2609.(CORS). The HARN coordinates for these stations are available FY2609.upon request. Contact Gary Thompson(919-733-3836). FY2609. FY2609.In addition, the published North Carolina positions FY2609.(NAD 83 (1986)) are NOT consistent with those determined in FY2609.adjacent state readjustments. The discontinuity between stations FY2609.located in North Carolina and those in adjacent states FY2609.which have been adjusted to the HARN may be as much as 5 FY2609.decimeters. This will result in a significant loss of accuracy FY2609.over lines crossing such state borders. FY2609 FY2609 FY2609.The horizontal coordinates were established by classical geodetic methods FY2609.and adjusted by the National Geodetic Survey in July 1986. FY2609 FY2609.The NAVD 88 height was computed by applying the VERTCON shift value to FY2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2609 FY2609.The Laplace correction was computed from DEFLEC99 derived deflections. FY2609 FY2609.The geoid height was determined by GEOID03. FY2609 FY2609; North East Units Scale Factor Converg. FY2609;SPC NC - 276,537.311 669,524.073 MT 1.00002158 +0 23 05.1 FY2609;SPC NC - 907,272.83 2,196,596.90 sFT 1.00002158 +0 23 05.1 FY2609;UTM 17 - 4,013,971.492 739,629.635 MT 1.00030757 +1 34 38.0 FY2609 FY2609! - Elev Factor x Scale Factor = Combined Factor FY2609!SPC NC - 0.99998311 x 1.00002158 = 1.00000469 FY2609!UTM 17 - 0.99998311 x 1.00030757 = 1.00029068 FY2609 FY2609: Primary Azimuth Mark Grid Az FY2609:SPC NC - HILL 209 26 58.9 FY2609:UTM 17 - HILL 208 15 26.0 FY2609 FY2609|---------------------------------------------------------------------| FY2609| PID Reference Object Distance Geod. Az | FY2609| dddmmss.s | FY2609| FY2604 DICKIE APPROX. 0.5 KM 0442906.0 | FY2609| FY2608 HILL APPROX. 0.9 KM 2095004.0 | FY2609|---------------------------------------------------------------------| FY2609 FY2609 SUPERSEDED SURVEY CONTROL FY2609 FY2609 NAD 27 - 36 14 26.87348(N) 078 20 01.16595(W) AD( ) 2 FY2609 NGVD 29 (07/19/86) 141. (m) 463. (f) VERT ANG FY2609 FY2609.Superseded values are not recommended for survey control. FY2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2609.See file dsdata.txt to determine how the superseded data were derived. FY2609 FY2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3963013971(NAD 83) FY2609_MARKER: DE = TRAVERSE STATION DISK FY2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2609_STAMPING: LONG 1969 FY2609_MARK LOGO: NCGS FY2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2609+STABILITY: SURFACE MOTION FY2609 FY2609 HISTORY - Date Condition Report By FY2609 HISTORY - 1969 MONUMENTED NCGS FY2609 FY2609 STATION DESCRIPTION FY2609 FY2609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2609'LONG IS A N. C. GEODETIC SURVEY TRAVERSE STATION FY2609'ESTABLISHED IN THE VICINITY OF LOUISBURG, NORTH CAROLINA. FY2609' FY2609'LONG IS LOCATED APPROXIMATELY 9.8 MILES NNW OF LOUISBURG. TO FY2609'REACH STATION PROCEED FROM THE INTERSECTION OF NC 39 FY2609'AND SR 1003, GO 0.4 MILE SOUTHWEST ALONG SR 1003 TO FY2609'STATION ON RIGHT (NORTH SIDE OF ROAD). STATION IS 1.0 MILE FY2609'NORTHEAST ALONG SR 1003 FROM INTERSECTION OF SR 1251 FY2609'AND SR 1003. FY2609' FY2609'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY2609'STAMPED LONG 1969, SET IN THE TOP OF A CONCRETE CYLINDER, FY2609'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2609' FY2609'MARK IS FY2609' FY2609'26.2 FT NW OF C/L OF SR 1003 FY2609' FY2609'36.9 FT SW OF CORNER OF SHINGLED TOBACCO BARN FY2609' FY2609'95.0 FT N OF TP 8 WITH ALUMINUM REF. TAG FY2609' FY2609'14.9 FT SW OF C/L OF DIRT DRIVE BESIDE TOBACCO BARN FY2609' FY2609'4.1 FT SE OF PP WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2784 *********************************************************************** FY2784 DESIGNATION - LOVE FY2784 PID - FY2784 FY2784 STATE/COUNTY- NC/VANCE FY2784 USGS QUAD - VICKSBORO (1970) FY2784 FY2784 *CURRENT SURVEY CONTROL FY2784 ___________________________________________________________________ FY2784* NAD 83(1986)- 36 21 12.77754(N) 078 19 03.25597(W) ADJUSTED FY2784* NAVD 88 - 148.5 (meters) 487. (feet) VERTCON FY2784 ___________________________________________________________________ FY2784 LAPLACE CORR- -5.43 (seconds) DEFLEC99 FY2784 GEOID HEIGHT- -32.95 (meters) GEOID03 FY2784 FY2784 HORZ ORDER - SECOND FY2784 VERT ORDER - THIRD ? (See Below) FY2784 FY2784.The North Carolina HARNS have been completed but, FY2784.due to contractual restrictions, coordinates for these stations FY2784.will NOT be published in the near future. In the interim, the FY2784.published coordinates in North Carolina will not be FY2784.consistent with the Continuously Operating Reference Stations FY2784.(CORS). The HARN coordinates for these stations are available FY2784.upon request. Contact Gary Thompson(919-733-3836). FY2784. FY2784.In addition, the published North Carolina positions FY2784.(NAD 83 (1986)) are NOT consistent with those determined in FY2784.adjacent state readjustments. The discontinuity between stations FY2784.located in North Carolina and those in adjacent states FY2784.which have been adjusted to the HARN may be as much as 5 FY2784.decimeters. This will result in a significant loss of accuracy FY2784.over lines crossing such state borders. FY2784 FY2784 FY2784.The horizontal coordinates were established by classical geodetic methods FY2784.and adjusted by the National Geodetic Survey in July 1986. FY2784 FY2784.The NAVD 88 height was computed by applying the VERTCON shift value to FY2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2784.The vertical order pertains to the NGVD 29 superseded value. FY2784 FY2784.The Laplace correction was computed from DEFLEC99 derived deflections. FY2784 FY2784.The geoid height was determined by GEOID03. FY2784 FY2784; North East Units Scale Factor Converg. FY2784;SPC NC - 289,042.084 670,858.753 MT 1.00005752 +0 23 38.0 FY2784;SPC NC - 948,298.90 2,200,975.76 sFT 1.00005752 +0 23 38.0 FY2784;UTM 17 - 4,026,504.777 740,703.594 MT 1.00031391 +1 35 26.9 FY2784 FY2784! - Elev Factor x Scale Factor = Combined Factor FY2784!SPC NC - 0.99998187 x 1.00005752 = 1.00003939 FY2784!UTM 17 - 0.99998187 x 1.00031391 = 1.00029578 FY2784 FY2784: Primary Azimuth Mark Grid Az FY2784:SPC NC - REAVIS 270 47 20.1 FY2784:UTM 17 - REAVIS 269 35 31.2 FY2784 FY2784|---------------------------------------------------------------------| FY2784| PID Reference Object Distance Geod. Az | FY2784| dddmmss.s | FY2784| FY2787 REAVIS 406.872 METERS 2711058.1 | FY2784|---------------------------------------------------------------------| FY2784 FY2784 SUPERSEDED SURVEY CONTROL FY2784 FY2784 NAD 27 - 36 21 12.25295(N) 078 19 04.27133(W) AD( ) 2 FY2784 NGVD 29 (07/19/86) 148.8 (m) 488. (f) LEVELING 3 FY2784 FY2784.Superseded values are not recommended for survey control. FY2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2784.See file dsdata.txt to determine how the superseded data were derived. FY2784 FY2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4070426505(NAD 83) FY2784_MARKER: DE = TRAVERSE STATION DISK FY2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2784_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2784_STAMPING: LOVE 1969 FY2784_MARK LOGO: NCGS FY2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2784+STABILITY: SURFACE MOTION FY2784 FY2784 HISTORY - Date Condition Report By FY2784 HISTORY - 1969 MONUMENTED NCGS FY2784 FY2784 STATION DESCRIPTION FY2784 FY2784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2784'LOVE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2784'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2784' FY2784'LOVE IS LOCATED APPROXIMATELY 5.3 MILES ENE OF HENDERSON AND FY2784'3.1 MILES SOUTH OF MIDDLEBURG. TO REACH STATION PROCEED FROM THE FY2784'INTERSECTION OF US 1 BYPASS AND SR 1001 NEAR HENDERSON, GO FY2784'EAST ON SR 1001 FOR 2.4 MILES TO INTERSECTION OF SR 1001 AND FY2784'SR 1510. STATION IS ON THE NORTH SIDE OF SR 1001 AND FY2784'APPROXIMATELY 50 FEET EAST OF THE INTERSECTION AND WEST OF DIRT FY2784'ROAD. FY2784' FY2784'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2784'LOVE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2784'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2784' FY2784'MARK IS FY2784' FY2784'27.5 FT NE OF C/L OF SR 1001 FY2784' FY2784'58.4 FT WSW OF 8 INCH WHITE OAK WITH ALUMINUM REF. TAG FY2784' FY2784'7.5 FT NW OF CENTER OF DIRT DRIVE FY2784' FY2784'64.1 FT SW OF 24 INCH HICKORY WITH ALUMINUM REF. TAG FY2784' FY2784'53.9 FT SSW OF 30 INCH PINE STUMP WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2824 *********************************************************************** FY2824 DESIGNATION - MAPLE FY2824 PID - FY2824 FY2824 STATE/COUNTY- NC/VANCE FY2824 USGS QUAD - HENDERSON (1982) FY2824 FY2824 *CURRENT SURVEY CONTROL FY2824 ___________________________________________________________________ FY2824* NAD 83(1986)- 36 16 44.26549(N) 078 23 40.59456(W) ADJUSTED FY2824* NAVD 88 - 146.5 (meters) 481. (feet) VERTCON FY2824 ___________________________________________________________________ FY2824 LAPLACE CORR- -7.08 (seconds) DEFLEC99 FY2824 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2824 FY2824 HORZ ORDER - SECOND FY2824 FY2824.The North Carolina HARNS have been completed but, FY2824.due to contractual restrictions, coordinates for these stations FY2824.will NOT be published in the near future. In the interim, the FY2824.published coordinates in North Carolina will not be FY2824.consistent with the Continuously Operating Reference Stations FY2824.(CORS). The HARN coordinates for these stations are available FY2824.upon request. Contact Gary Thompson(919-733-3836). FY2824. FY2824.In addition, the published North Carolina positions FY2824.(NAD 83 (1986)) are NOT consistent with those determined in FY2824.adjacent state readjustments. The discontinuity between stations FY2824.located in North Carolina and those in adjacent states FY2824.which have been adjusted to the HARN may be as much as 5 FY2824.decimeters. This will result in a significant loss of accuracy FY2824.over lines crossing such state borders. FY2824 FY2824 FY2824.The horizontal coordinates were established by classical geodetic methods FY2824.and adjusted by the National Geodetic Survey in July 1986. FY2824 FY2824.The NAVD 88 height was computed by applying the VERTCON shift value to FY2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2824 FY2824.The Laplace correction was computed from DEFLEC99 derived deflections. FY2824 FY2824.The geoid height was determined by GEOID03. FY2824 FY2824; North East Units Scale Factor Converg. FY2824;SPC NC - 280,720.506 663,994.038 MT 1.00003328 +0 20 57.9 FY2824;SPC NC - 920,997.19 2,178,453.77 sFT 1.00003328 +0 20 57.9 FY2824;UTM 17 - 4,018,039.745 734,012.243 MT 1.00027478 +1 32 32.5 FY2824 FY2824! - Elev Factor x Scale Factor = Combined Factor FY2824!SPC NC - 0.99998215 x 1.00003328 = 1.00001543 FY2824!UTM 17 - 0.99998215 x 1.00027478 = 1.00025693 FY2824 FY2824: Primary Azimuth Mark Grid Az FY2824:SPC NC - BANK 016 31 05.0 FY2824:UTM 17 - BANK 015 19 30.4 FY2824 FY2824|---------------------------------------------------------------------| FY2824| PID Reference Object Distance Geod. Az | FY2824| dddmmss.s | FY2824| FY2806 BANK APPROX. 0.6 KM 0165202.9 | FY2824| FY2036 BEARPOND 486.225 METERS 2301735.6 | FY2824|---------------------------------------------------------------------| FY2824 FY2824 SUPERSEDED SURVEY CONTROL FY2824 FY2824 NAD 27 - 36 16 43.73739(N) 078 23 41.60209(W) AD( ) 2 FY2824 NGVD 29 (07/19/86) 146.8 (m) 482. (f) VERT ANG FY2824 FY2824.Superseded values are not recommended for survey control. FY2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2824.See file dsdata.txt to determine how the superseded data were derived. FY2824 FY2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3401218040(NAD 83) FY2824_MARKER: DE = TRAVERSE STATION DISK FY2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2824_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2824_STAMPING: MAPLE 1969 FY2824_MARK LOGO: NCGS FY2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2824+STABILITY: SURFACE MOTION FY2824 FY2824 HISTORY - Date Condition Report By FY2824 HISTORY - 1969 MONUMENTED NCGS FY2824 HISTORY - 1985 GOOD USPSQD FY2824 FY2824 STATION DESCRIPTION FY2824 FY2824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2824'MAPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2824'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2824' FY2824'MAPLE IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF THE CENTER OF FY2824'HENDERSON. TO REACH STATION PROCEED FROM U.S. 1 BYPASS BRIDGE FY2824'OVER U.S. 1 BUSINESS, GO NORTHEAST ON U.S. 1 BYPASS FOR 0.8 MILE FY2824'TO STATION. WHICH IS ON THE EAST SIDE OF U.S. 1 BYPASS, 0.3 MILE FY2824'NORTH OF BEAR POND RD. (SR 1115) ALONG U.S. 1 BYPASS. FY2824' FY2824'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2824'MAPLE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2824'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2824' FY2824'MARK IS FY2824' FY2824'48.2 FT E OF C/L OF U.S. 1 BYPASS. FY2824' FY2824'12.9 FT SE OF CULVERT UNDER U.S. 1 BYPASS. FY2824' FY2824'18.2 FT NNW OF 18 INCH GUM TREE ON E SIDE OF U.S. 1 BYPASS, FY2824'AND WITH ALUMINUM REF. TAG. FY2824' FY2824'14.4 FT W OF TWIN MAPLE ON E SIDE OF U.S. 1 BYPASS, AND WITH FY2824'ALUMINUM REF. TAG. FY2824' FY2824'37.8 FT NNE OF 14 INCH PINE ON E SIDE OF U.S. 1 BYPASS, AND FY2824'WITH ALUMINUM REF. TAG. FY2824 FY2824 STATION RECOVERY (1985) FY2824 FY2824'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2824'MAPLE 1969 FOUND GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4457 *********************************************************************** FY4457 DESIGNATION - MARINA FY4457 PID - FY4457 FY4457 STATE/COUNTY- NC/VANCE FY4457 USGS QUAD - MIDDLEBURG (1982) FY4457 FY4457 *CURRENT SURVEY CONTROL FY4457 ___________________________________________________________________ FY4457* NAD 83(1986)- 36 26 10.49624(N) 078 20 55.08544(W) ADJUSTED FY4457* NAVD 88 - 96.2 (meters) 316. (feet) VERTCON FY4457 ___________________________________________________________________ FY4457 LAPLACE CORR- -6.28 (seconds) DEFLEC99 FY4457 GEOID HEIGHT- -32.72 (meters) GEOID03 FY4457 FY4457 HORZ ORDER - SECOND FY4457 FY4457.The North Carolina HARNS have been completed but, FY4457.due to contractual restrictions, coordinates for these stations FY4457.will NOT be published in the near future. In the interim, the FY4457.published coordinates in North Carolina will not be FY4457.consistent with the Continuously Operating Reference Stations FY4457.(CORS). The HARN coordinates for these stations are available FY4457.upon request. Contact Gary Thompson(919-733-3836). FY4457. FY4457.In addition, the published North Carolina positions FY4457.(NAD 83 (1986)) are NOT consistent with those determined in FY4457.adjacent state readjustments. The discontinuity between stations FY4457.located in North Carolina and those in adjacent states FY4457.which have been adjusted to the HARN may be as much as 5 FY4457.decimeters. This will result in a significant loss of accuracy FY4457.over lines crossing such state borders. FY4457 FY4457 FY4457.The horizontal coordinates were established by classical geodetic methods FY4457.and adjusted by the National Geodetic Survey in July 1992. FY4457 FY4457.The NAVD 88 height was computed by applying the VERTCON shift value to FY4457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4457 FY4457.The Laplace correction was computed from DEFLEC99 derived deflections. FY4457 FY4457.The geoid height was determined by GEOID03. FY4457 FY4457; North East Units Scale Factor Converg. FY4457;SPC NC - 298,200.688 668,010.170 MT 1.00008640 +0 22 33.4 FY4457;SPC NC - 978,346.76 2,191,630.03 sFT 1.00008640 +0 22 33.4 FY4457;UTM 17 - 4,035,603.931 737,663.405 MT 1.00029597 +1 34 31.6 FY4457 FY4457! - Elev Factor x Scale Factor = Combined Factor FY4457!SPC NC - 0.99999004 x 1.00008640 = 1.00007644 FY4457!UTM 17 - 0.99999004 x 1.00029597 = 1.00028601 FY4457 FY4457 SUPERSEDED SURVEY CONTROL FY4457 FY4457 NGVD 29 (07/10/92) 96.5 (m) 317. (f) VERT ANG FY4457 FY4457.Superseded values are not recommended for survey control. FY4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4457.See file dsdata.txt to determine how the superseded data were derived. FY4457 FY4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3766335604(NAD 83) FY4457_MARKER: DH = HORIZONTAL CONTROL DISK FY4457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4457_SP_SET: CONCRETE POST FY4457_STAMPING: MARINA 1985 FY4457_MARK LOGO: NCGS FY4457_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4457+STABILITY: SURFACE MOTION FY4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4457+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4457 FY4457 HISTORY - Date Condition Report By FY4457 HISTORY - 1985 MONUMENTED NCGS FY4457 HISTORY - 20050416 GOOD USPSQD FY4457 FY4457 STATION DESCRIPTION FY4457 FY4457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4457'STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) WEST-NORTHWEST OF MANSON, AND FY4457'12.6 KM (7.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4457'ALONG SR 1371 (FLEMING ROAD), 5.2 KM (3.2 MI) NORTH FROM THE I-85 FY4457'OVERPASS, ON LEFT APPROXIMATELY 520 FEET NORTH OF ENTRANCE TO FY4457'METHODIST CAMPGROUND, AND 0.5 KM (0.3 MI) NORTH OF PAVED ROAD TO WATER FY4457'AND SEWAGE TREATMENT PLANT. FY4457'STATION IS A STANDARD NCGS DISK STAMPED---MARINA 1985---, SET INTO THE FY4457'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4457'LOCATED 3.78 METERS (12.4 FT) WEST-NORTHWEST FROM THE CENTERLINE OF FY4457'ROAD, 52.34 METERS (171.7 FT) SOUTHWEST OF A LITTER SIGN POST,--AND FY4457'15.94 METERS (52.3 FT) WEST-SOUTHWEST FROM THE WEST-MOST TRANSMISSION FY4457'LINE POLE (108), 18.59 METERS (61.0 FT) WEST FROM THE EAST-MOST POLE FY4457'(108), 36.27 METERS (119.0 FT) EAST FROM A 12-INCH GUM AND 41.51 FY4457'METERS (136.2 FT) NORTH FROM A 6-INCH OAK--ALL WITH REFERENCE TAGS. FY4457'MARK IS AT HIGHWAY LEVEL. FY4457 FY4457 STATION RECOVERY (2005) FY4457 FY4457'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4457'N 36 26.182 FY4457'W 078 20.917 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4458 *********************************************************************** FY4458 DESIGNATION - MEEKINS FY4458 PID - FY4458 FY4458 STATE/COUNTY- NC/VANCE FY4458 USGS QUAD - MIDDLEBURG (1982) FY4458 FY4458 *CURRENT SURVEY CONTROL FY4458 ___________________________________________________________________ FY4458* NAD 83(1986)- 36 26 21.33668(N) 078 20 46.96170(W) ADJUSTED FY4458* NAVD 88 - 94.0 (meters) 308. (feet) VERTCON FY4458 ___________________________________________________________________ FY4458 LAPLACE CORR- -6.23 (seconds) DEFLEC99 FY4458 GEOID HEIGHT- -32.72 (meters) GEOID03 FY4458 FY4458 HORZ ORDER - SECOND FY4458 FY4458.The North Carolina HARNS have been completed but, FY4458.due to contractual restrictions, coordinates for these stations FY4458.will NOT be published in the near future. In the interim, the FY4458.published coordinates in North Carolina will not be FY4458.consistent with the Continuously Operating Reference Stations FY4458.(CORS). The HARN coordinates for these stations are available FY4458.upon request. Contact Gary Thompson(919-733-3836). FY4458. FY4458.In addition, the published North Carolina positions FY4458.(NAD 83 (1986)) are NOT consistent with those determined in FY4458.adjacent state readjustments. The discontinuity between stations FY4458.located in North Carolina and those in adjacent states FY4458.which have been adjusted to the HARN may be as much as 5 FY4458.decimeters. This will result in a significant loss of accuracy FY4458.over lines crossing such state borders. FY4458 FY4458 FY4458.The horizontal coordinates were established by classical geodetic methods FY4458.and adjusted by the National Geodetic Survey in July 1992. FY4458 FY4458.The NAVD 88 height was computed by applying the VERTCON shift value to FY4458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4458 FY4458.The Laplace correction was computed from DEFLEC99 derived deflections. FY4458 FY4458.The geoid height was determined by GEOID03. FY4458 FY4458; North East Units Scale Factor Converg. FY4458;SPC NC - 298,536.188 668,210.320 MT 1.00008750 +0 22 38.1 FY4458;SPC NC - 979,447.48 2,192,286.69 sFT 1.00008750 +0 22 38.1 FY4458;UTM 17 - 4,035,943.619 737,856.527 MT 1.00029710 +1 34 36.9 FY4458 FY4458! - Elev Factor x Scale Factor = Combined Factor FY4458!SPC NC - 0.99999039 x 1.00008750 = 1.00007789 FY4458!UTM 17 - 0.99999039 x 1.00029710 = 1.00028749 FY4458 FY4458 SUPERSEDED SURVEY CONTROL FY4458 FY4458 NGVD 29 (07/10/92) 94.2 (m) 309. (f) VERT ANG FY4458 FY4458.Superseded values are not recommended for survey control. FY4458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4458.See file dsdata.txt to determine how the superseded data were derived. FY4458 FY4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3785735944(NAD 83) FY4458_MARKER: DH = HORIZONTAL CONTROL DISK FY4458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4458_SP_SET: CONCRETE POST FY4458_STAMPING: MEEKINS 1985 FY4458_MARK LOGO: NCGS FY4458_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4458+STABILITY: SURFACE MOTION FY4458 FY4458 HISTORY - Date Condition Report By FY4458 HISTORY - 1985 MONUMENTED NCGS FY4458 HISTORY - 20050416 MARK NOT FOUND USPSQD FY4458 FY4458 STATION DESCRIPTION FY4458 FY4458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4458'STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) WEST-NORTHWEST OF MANSON, AND FY4458'13.0 KM (8.1 MI) NORTH-NORTHEAST OF HENDERSON, AT MEEKINS MARINA. FY4458'PROCEED ALONG SR 1371 (FLEMINGS ROAD), 5.3 KM (3.3 MI) NORTH FROM I-85 FY4458'OVERPASS, TO END OF STATE MAINTENANCE, CONTINUE NORTHERLY ALONG PAVED FY4458'ROAD FOR 0.3 KM (0.2 MI) TO END OF ROAD AT BARRICADE AND STATION AT FY4458'KERR LAKE NEAR TRANSMISSION TOWER. FY4458'STATION IS A STANDARD NCGS DISK STAMPED---MEEKINS 1985---, SET INTO FY4458'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4458'GROUND. LOCATED 3.69 METERS (12.1 FT) EAST FROM THE SOUTHEAST TOWER FY4458'LEG, 7.25 METERS (23.8 FT) SOUTH FROM THE NORTHEAST TOWER LEG, 2.95 FY4458'METERS (9.7 FT) NORTH FROM THE WEST BARRICADE POST,--AND 13.38 METERS FY4458'(43.9 FT) NORTHEAST FROM A POWER POLE, 10.76 METERS (35.3 FT) WEST FY4458'FROM A 10 INCH PINE--BOTH WITH REFERENCE TAGS. FY4458'MARK IS AT LEVEL OF END OF ROAD. FY4458 FY4458 STATION RECOVERY (2005) FY4458 FY4458'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4458'MARK NOT FOUND, LARGE AMOUNT OF LAKE EROSION SEEMS TO HAVE TAKEN FY4458'MARKER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4459 *********************************************************************** FY4459 DESIGNATION - METHODIST FY4459 PID - FY4459 FY4459 STATE/COUNTY- NC/VANCE FY4459 USGS QUAD - MIDDLEBURG (1982) FY4459 FY4459 *CURRENT SURVEY CONTROL FY4459 ___________________________________________________________________ FY4459* NAD 83(1986)- 36 26 28.70949(N) 078 21 06.07670(W) ADJUSTED FY4459* NAVD 88 - 94.1 (meters) 309. (feet) VERTCON FY4459 ___________________________________________________________________ FY4459 LAPLACE CORR- -6.41 (seconds) DEFLEC99 FY4459 GEOID HEIGHT- -32.70 (meters) GEOID03 FY4459 FY4459 HORZ ORDER - SECOND FY4459 FY4459.The North Carolina HARNS have been completed but, FY4459.due to contractual restrictions, coordinates for these stations FY4459.will NOT be published in the near future. In the interim, the FY4459.published coordinates in North Carolina will not be FY4459.consistent with the Continuously Operating Reference Stations FY4459.(CORS). The HARN coordinates for these stations are available FY4459.upon request. Contact Gary Thompson(919-733-3836). FY4459. FY4459.In addition, the published North Carolina positions FY4459.(NAD 83 (1986)) are NOT consistent with those determined in FY4459.adjacent state readjustments. The discontinuity between stations FY4459.located in North Carolina and those in adjacent states FY4459.which have been adjusted to the HARN may be as much as 5 FY4459.decimeters. This will result in a significant loss of accuracy FY4459.over lines crossing such state borders. FY4459 FY4459 FY4459.The horizontal coordinates were established by classical geodetic methods FY4459.and adjusted by the National Geodetic Survey in July 1992. FY4459 FY4459.The NAVD 88 height was computed by applying the VERTCON shift value to FY4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4459 FY4459.The Laplace correction was computed from DEFLEC99 derived deflections. FY4459 FY4459.The geoid height was determined by GEOID03. FY4459 FY4459; North East Units Scale Factor Converg. FY4459;SPC NC - 298,760.342 667,732.729 MT 1.00008824 +0 22 27.1 FY4459;SPC NC - 980,182.89 2,190,719.80 sFT 1.00008824 +0 22 27.1 FY4459;UTM 17 - 4,036,157.769 737,374.248 MT 1.00029428 +1 34 25.8 FY4459 FY4459! - Elev Factor x Scale Factor = Combined Factor FY4459!SPC NC - 0.99999037 x 1.00008824 = 1.00007861 FY4459!UTM 17 - 0.99999037 x 1.00029428 = 1.00028465 FY4459 FY4459 SUPERSEDED SURVEY CONTROL FY4459 FY4459 NGVD 29 (07/10/92) 94.3 (m) 309. (f) VERT ANG FY4459 FY4459.Superseded values are not recommended for survey control. FY4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4459.See file dsdata.txt to determine how the superseded data were derived. FY4459 FY4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3737436158(NAD 83) FY4459_MARKER: DH = HORIZONTAL CONTROL DISK FY4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4459_SP_SET: CONCRETE POST FY4459_STAMPING: METHODIST 1985 FY4459_MARK LOGO: NCGS FY4459_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4459+STABILITY: SURFACE MOTION FY4459 FY4459 HISTORY - Date Condition Report By FY4459 HISTORY - 1985 MONUMENTED NCGS FY4459 HISTORY - 20050918 GOOD GEOCAC FY4459 FY4459 STATION DESCRIPTION FY4459 FY4459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4459'STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) WEST-NORTHWEST OF MANSON, AND FY4459'13.0 KM (8.1 MI) NORTH-NORTHEAST OF HENDERSON, ON SOUTH SHORE OF KERR FY4459'LAKE AT SLOUGH LEADING FROM MILL CREEK. FY4459'PROCEED ALONG SR 1371 (FLEMING ROAD), 5.0 KM (3.1 MI) NORTH FROM THE FY4459'I-85 OVERPASS, THENCE NORTHWEST ALONG DIRT ROAD LEADING TO THE KERR FY4459'LAKE METHODIST CAMPGROUNDS FOR 0.8 KM (0.5 MI), THENCE NORTH-NORTHEAST FY4459'FOR 0.3 KM (0.2 MI) ALONG DIRT ROAD INTO SAID CAMPGROUND PASSING BY FY4459'RIGHT SIDE OF BATH HOUSE TO STATION ON RIGHT. FY4459'STATION IS A STANDARD NCGS DISK STAMPED---METHODIST 1985---, SET INTO FY4459'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4459'GROUND. LOCATED 10.7 METERS (35 FT) NORTHEAST FROM THE CENTERLINE OF FY4459'DIRT ROAD, 94.64 METERS (310.5 FT) NORTHEAST FROM THE NORTHEAST CORNER FY4459'OF BATH HOUSE,--AND 9.97 METERS (32.7 FT) NORTH-NORTHWEST FROM AN 8 FY4459'INCH PINE, 7.81 METERS (25.6 FT) SOUTH-SOUTHWEST FROM AN 8 INCH TWIN FY4459'PINE AND 14.26 METERS (46.8 FT) SOUTHEAST FROM A 12 INCH PINE--ALL FY4459'WITH REFERENCE TAGS. FY4459'MARK IS ABOUT 6 FEET BELOW BATH HOUSE LEVEL. FY4459 FY4459 STATION RECOVERY (2005) FY4459 FY4459'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4459'RECOVERED WITH PERMISSION OF CURRENT PROPERTY OWNERS (SHILOH FAMILY FY4459'MINISTRIES, PO BOX 220, MIDDLEBURG NC 27556, TELEPHONE 252-436-2255). FY4459'STATION CONDITION IS GOOD AND ALL REFERENCES REMAIN VALID. THE OWNERS FY4459'OF THIS PRIVATE CAMPGROUND ARE COOPERATIVE ABOUT ACCESS BUT ADVANCE FY4459'COORDINATION IS RECOMMENDED. FY4459' FY4459' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1732 *********************************************************************** FY1732 DESIGNATION - MIDDLEBURG AZ MK FY1732 PID - FY1732 FY1732 STATE/COUNTY- NC/VANCE FY1732 USGS QUAD - MIDDLEBURG (1982) FY1732 FY1732 *CURRENT SURVEY CONTROL FY1732 ___________________________________________________________________ FY1732* NAD 83(1986)- 36 23 45.77650(N) 078 19 47.93320(W) ADJUSTED FY1732* NAVD 88 - 148.028 (meters) 485.66 (feet) ADJUSTED FY1732 ___________________________________________________________________ FY1732 LAPLACE CORR- -5.63 (seconds) DEFLEC99 FY1732 GEOID HEIGHT- -32.85 (meters) GEOID03 FY1732 DYNAMIC HT - 147.905 (meters) 485.25 (feet) COMP FY1732 MODELED GRAV- 979,802.9 (mgal) NAVD 88 FY1732 FY1732 HORZ ORDER - SECOND FY1732 VERT ORDER - FIRST CLASS II FY1732 FY1732.The North Carolina HARNS have been completed but, FY1732.due to contractual restrictions, coordinates for these stations FY1732.will NOT be published in the near future. In the interim, the FY1732.published coordinates in North Carolina will not be FY1732.consistent with the Continuously Operating Reference Stations FY1732.(CORS). The HARN coordinates for these stations are available FY1732.upon request. Contact Gary Thompson(919-733-3836). FY1732. FY1732.In addition, the published North Carolina positions FY1732.(NAD 83 (1986)) are NOT consistent with those determined in FY1732.adjacent state readjustments. The discontinuity between stations FY1732.located in North Carolina and those in adjacent states FY1732.which have been adjusted to the HARN may be as much as 5 FY1732.decimeters. This will result in a significant loss of accuracy FY1732.over lines crossing such state borders. FY1732 FY1732 FY1732.The horizontal coordinates were established by classical geodetic methods FY1732.and adjusted by the National Geodetic Survey in July 1992. FY1732 FY1732.The orthometric height was determined by differential leveling FY1732.and adjusted by the National Geodetic Survey in June 1991. FY1732 FY1732.The Laplace correction was computed from DEFLEC99 derived deflections. FY1732 FY1732.The geoid height was determined by GEOID03. FY1732 FY1732.The dynamic height is computed by dividing the NAVD 88 FY1732.geopotential number by the normal gravity value computed on the FY1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1732.degrees latitude (g = 980.6199 gals.). FY1732 FY1732.The modeled gravity was interpolated from observed gravity values. FY1732 FY1732; North East Units Scale Factor Converg. FY1732;SPC NC - 293,750.715 669,712.936 MT 1.00007210 +0 23 12.2 FY1732;SPC NC - 963,747.14 2,197,216.52 sFT 1.00007210 +0 23 12.2 FY1732;UTM 17 - 4,031,189.579 739,459.306 MT 1.00030654 +1 35 06.2 FY1732 FY1732! - Elev Factor x Scale Factor = Combined Factor FY1732!SPC NC - 0.99998192 x 1.00007210 = 1.00005402 FY1732!UTM 17 - 0.99998192 x 1.00030654 = 1.00028846 FY1732 FY1732 SUPERSEDED SURVEY CONTROL FY1732 FY1732 NGVD 29 (07/10/92) 148.18 (m) 486.2 (f) LEVELING 3 FY1732 FY1732.Superseded values are not recommended for survey control. FY1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1732.See file dsdata.txt to determine how the superseded data were derived. FY1732 FY1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3945931190(NAD 83) FY1732_MARKER: DZ = AZIMUTH MARK DISK FY1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1732_SP_SET: CONCRETE POST FY1732_STAMPING: MIDDLEBURG AZ MARK 1933 FY1732_MARK LOGO: CGS FY1732_PROJECTION: PROJECTING 8 CENTIMETERS FY1732_MAGNETIC: O = OTHER; SEE DESCRIPTION FY1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1732+STABILITY: SURFACE MOTION FY1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY1732+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY1732 FY1732 HISTORY - Date Condition Report By FY1732 HISTORY - 1933 MONUMENTED CGS FY1732 HISTORY - 1978 GOOD NGS FY1732 HISTORY - 19840615 GOOD NCGS FY1732 HISTORY - 1985 GOOD USPSQD FY1732 HISTORY - 20050416 GOOD USPSQD FY1732 FY1732 STATION DESCRIPTION FY1732 FY1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FY1732'IN MIDDLEBURG. FY1732'AT THE SOUTHWEST END OF THE CITY OF MIDDLEBURG, ABOUT 0.1 MILE SOUTH- FY1732'WEST OF MIDDLEBURG ELEMENTARY SCHOOL IN MIDDLEBURG, ABOUT 127 YARDS FY1732'NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM RAILROAD MILE POST FY1732'107, AT THE NORTHEASTERN EDGE OF A GROVE OF PINE TREES, 106.8 FY1732'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 125 FEET FY1732'WEST OF AN UNDERGROUND TELEPHONE CABLE BOX, NUMBER 151, 86 FEET FY1732'SOUTHWEST OF THE CENTER OF A SOUTHERLY DRIVE TO THE SCHOOL, 35.5 FEET FY1732'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 11 FEET SOUTHEAST OF FY1732'THE SOUTHEAST EDGE OF A GROVE OF PINES. FY1732'THE MARK IS 1 FT W FROM A WITNESS POST. FY1732'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. FY1732 FY1732 STATION RECOVERY (1984) FY1732 FY1732'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FY1732'RECOVERED IN GOOD CONDITION. FY1732 FY1732 STATION RECOVERY (1985) FY1732 FY1732'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY1732'RECOVERED IN GOOD CONDITION. FY1732 FY1732 STATION RECOVERY (2005) FY1732 FY1732'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY1732'N 36 23.764 FY1732'W 078 19.799 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2838 *********************************************************************** FY2838 DESIGNATION - MILL FY2838 PID - FY2838 FY2838 STATE/COUNTY- NC/VANCE FY2838 USGS QUAD - HENDERSON (1982) FY2838 FY2838 *CURRENT SURVEY CONTROL FY2838 ___________________________________________________________________ FY2838* NAD 83(1986)- 36 19 20.69963(N) 078 24 26.00737(W) ADJUSTED FY2838* NAVD 88 - 140. (meters) 459. (feet) SCALED FY2838 ___________________________________________________________________ FY2838 LAPLACE CORR- -7.14 (seconds) DEFLEC99 FY2838 GEOID HEIGHT- -32.67 (meters) GEOID03 FY2838 FY2838 HORZ ORDER - SECOND FY2838 FY2838.The North Carolina HARNS have been completed but, FY2838.due to contractual restrictions, coordinates for these stations FY2838.will NOT be published in the near future. In the interim, the FY2838.published coordinates in North Carolina will not be FY2838.consistent with the Continuously Operating Reference Stations FY2838.(CORS). The HARN coordinates for these stations are available FY2838.upon request. Contact Gary Thompson(919-733-3836). FY2838. FY2838.In addition, the published North Carolina positions FY2838.(NAD 83 (1986)) are NOT consistent with those determined in FY2838.adjacent state readjustments. The discontinuity between stations FY2838.located in North Carolina and those in adjacent states FY2838.which have been adjusted to the HARN may be as much as 5 FY2838.decimeters. This will result in a significant loss of accuracy FY2838.over lines crossing such state borders. FY2838 FY2838 FY2838.The horizontal coordinates were established by classical geodetic methods FY2838.and adjusted by the National Geodetic Survey in July 1986. FY2838 FY2838.The orthometric height was scaled from a topographic map. FY2838 FY2838.The Laplace correction was computed from DEFLEC99 derived deflections. FY2838 FY2838.The geoid height was determined by GEOID03. FY2838 FY2838; North East Units Scale Factor Converg. FY2838;SPC NC - 285,535.621 662,831.861 MT 1.00004719 +0 20 31.7 FY2838;SPC NC - 936,794.78 2,174,640.86 sFT 1.00004719 +0 20 31.7 FY2838;UTM 17 - 4,022,830.712 732,749.721 MT 1.00026751 +1 32 11.3 FY2838 FY2838! - Elev Factor x Scale Factor = Combined Factor FY2838!SPC NC - 0.99998320 x 1.00004719 = 1.00003039 FY2838!UTM 17 - 0.99998320 x 1.00026751 = 1.00025071 FY2838 FY2838|---------------------------------------------------------------------| FY2838| PID Reference Object Distance Geod. Az | FY2838| dddmmss.s | FY2838| FY0249 HENDERSON 342.817 METERS 03343 | FY2838| FY2839 MOBILE 364.941 METERS 19224 | FY2838| FY4093 MILL RM 33531 | FY2838|---------------------------------------------------------------------| FY2838 FY2838 SUPERSEDED SURVEY CONTROL FY2838 FY2838 NAD 27 - 36 19 20.17485(N) 078 24 27.01556(W) AD( ) 2 FY2838 FY2838.Superseded values are not recommended for survey control. FY2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2838.See file dsdata.txt to determine how the superseded data were derived. FY2838 FY2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3275022831(NAD 83) FY2838_MARKER: DS = TRIANGULATION STATION DISK FY2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2838_MARK LOGO: CGS FY2838 FY2838 HISTORY - Date Condition Report By FY2838 HISTORY - 1918 MONUMENTED CGS FY2838 HISTORY - 1933 MARK NOT FOUND CGS FY2838 FY2838 STATION DESCRIPTION FY2838 FY2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) FY2838'ABOUT 720 METERS (2,362 FEET) SOUTH OF RAILWAY STATION AT HENDERSON, FY2838'15 METERS (49 FEET) SOUTH OF SOUTH END OF SEABOARD PRODUCE FY2838'CO. WAREHOUSE, 3 METERS (10 FEET) SOUTH OF LARGE SWITCH TARGET, FY2838'AND 2.72 METERS (8.9 FEET) EAST OF EAST RAIL OF MAIN TRACK, 1A. FY2838'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. FY2838'UNDERGROUND MARK WAS NAIL IN CONCRETE. FY2838' FY2838'REFERENCE MARK WAS STANDARD REFERENCE DISK IN EAST FACE OF STONE FY2838'FOUNDATION OF ABOVE-MENTIONED WAREHOUSE, AND 20.75 METERS (68.1 FY2838'FEET) FROM STATION N 24 DEG 29 MIN W. FY2838 FY2838 STATION RECOVERY (1933) FY2838 FY2838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 FY2838'STATION WAS NOT FY2838'RECOVERED IN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2839 *********************************************************************** FY2839 DESIGNATION - MOBILE FY2839 PID - FY2839 FY2839 STATE/COUNTY- NC/VANCE FY2839 USGS QUAD - HENDERSON (1982) FY2839 FY2839 *CURRENT SURVEY CONTROL FY2839 ___________________________________________________________________ FY2839* NAD 83(1986)- 36 19 09.13642(N) 078 24 29.15053(W) ADJUSTED FY2839* NAVD 88 - 137. (meters) 449. (feet) SCALED FY2839 ___________________________________________________________________ FY2839 LAPLACE CORR- -7.15 (seconds) DEFLEC99 FY2839 GEOID HEIGHT- -32.68 (meters) GEOID03 FY2839 FY2839 HORZ ORDER - SECOND FY2839 FY2839.The North Carolina HARNS have been completed but, FY2839.due to contractual restrictions, coordinates for these stations FY2839.will NOT be published in the near future. In the interim, the FY2839.published coordinates in North Carolina will not be FY2839.consistent with the Continuously Operating Reference Stations FY2839.(CORS). The HARN coordinates for these stations are available FY2839.upon request. Contact Gary Thompson(919-733-3836). FY2839. FY2839.In addition, the published North Carolina positions FY2839.(NAD 83 (1986)) are NOT consistent with those determined in FY2839.adjacent state readjustments. The discontinuity between stations FY2839.located in North Carolina and those in adjacent states FY2839.which have been adjusted to the HARN may be as much as 5 FY2839.decimeters. This will result in a significant loss of accuracy FY2839.over lines crossing such state borders. FY2839 FY2839 FY2839.The horizontal coordinates were established by classical geodetic methods FY2839.and adjusted by the National Geodetic Survey in July 1986. FY2839 FY2839.The orthometric height was scaled from a topographic map. FY2839 FY2839.The Laplace correction was computed from DEFLEC99 derived deflections. FY2839 FY2839.The geoid height was determined by GEOID03. FY2839 FY2839; North East Units Scale Factor Converg. FY2839;SPC NC - 285,178.723 662,755.583 MT 1.00004614 +0 20 29.9 FY2839;SPC NC - 935,623.86 2,174,390.61 sFT 1.00004614 +0 20 29.9 FY2839;UTM 17 - 4,022,472.222 732,680.884 MT 1.00026711 +1 32 09.0 FY2839 FY2839! - Elev Factor x Scale Factor = Combined Factor FY2839!SPC NC - 0.99998367 x 1.00004614 = 1.00002981 FY2839!UTM 17 - 0.99998367 x 1.00026711 = 1.00025078 FY2839 FY2839|---------------------------------------------------------------------| FY2839| PID Reference Object Distance Geod. Az | FY2839| dddmmss.s | FY2839| FY2838 MILL 364.941 METERS 01224 | FY2839| FY4094 MOBILE RM=O 7 35357 | FY2839|---------------------------------------------------------------------| FY2839 FY2839 SUPERSEDED SURVEY CONTROL FY2839 FY2839 NAD 27 - 36 19 08.61198(N) 078 24 30.15837(W) AD( ) 2 FY2839 FY2839.Superseded values are not recommended for survey control. FY2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2839.See file dsdata.txt to determine how the superseded data were derived. FY2839 FY2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3268122472(NAD 83) FY2839_MARKER: DS = TRIANGULATION STATION DISK FY2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2839_MARK LOGO: CGS FY2839 FY2839 HISTORY - Date Condition Report By FY2839 HISTORY - 1918 MONUMENTED CGS FY2839 HISTORY - 1933 MARK NOT FOUND CGS FY2839 FY2839 STATION DESCRIPTION FY2839 FY2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) FY2839'ABOUT 1,060 METERS (3,478 FEET) SOUTH OF RAILWAY STATION AT FY2839'HENDERSON, AT END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY FY2839'SOUTH OF RAILWAY STATION, 20 METERS (66 FEET) NORTH OF RAILWAY FY2839'COAL SHUTE, 11 METERS (36 FEET) SOUTH OF RAILWAY WATER TANK, AND FY2839'1.72 METERS (5.6 FEET) WEST OF WEST RAIL. FY2839'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. FY2839'UNDERGROUND MARK WAS NAIL IN CONCRETE. FY2839' FY2839'REFERENCE MARK WAS STANDARD REFERENCE DISK IN SOUTH FACE OF FY2839'SOUTHEAST CONCRETE PIER UNDER WATER TANK, FY2839'AND 10.42 METERS (34.2 FEET) FROM STATION N 06 DEG 03 MIN W. FY2839 FY2839 STATION RECOVERY (1933) FY2839 FY2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 FY2839'STATION WAS NOT RECOVERED IN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4460 *********************************************************************** FY4460 DESIGNATION - N 5.3 FY4460 PID - FY4460 FY4460 STATE/COUNTY- NC/VANCE FY4460 USGS QUAD - MIDDLEBURG (1982) FY4460 FY4460 *CURRENT SURVEY CONTROL FY4460 ___________________________________________________________________ FY4460* NAD 83(1986)- 36 27 40.61580(N) 078 22 13.56227(W) ADJUSTED FY4460* NAVD 88 - 94.37 (+/-2cm) 309.6 (feet) VERTCON FY4460 ___________________________________________________________________ FY4460 LAPLACE CORR- -6.98 (seconds) DEFLEC99 FY4460 GEOID HEIGHT- -32.59 (meters) GEOID03 FY4460 FY4460 HORZ ORDER - THIRD FY4460 VERT ORDER - THIRD (See Below) FY4460 FY4460.The North Carolina HARNS have been completed but, FY4460.due to contractual restrictions, coordinates for these stations FY4460.will NOT be published in the near future. In the interim, the FY4460.published coordinates in North Carolina will not be FY4460.consistent with the Continuously Operating Reference Stations FY4460.(CORS). The HARN coordinates for these stations are available FY4460.upon request. Contact Gary Thompson(919-733-3836). FY4460. FY4460.In addition, the published North Carolina positions FY4460.(NAD 83 (1986)) are NOT consistent with those determined in FY4460.adjacent state readjustments. The discontinuity between stations FY4460.located in North Carolina and those in adjacent states FY4460.which have been adjusted to the HARN may be as much as 5 FY4460.decimeters. This will result in a significant loss of accuracy FY4460.over lines crossing such state borders. FY4460 FY4460 FY4460.The horizontal coordinates were established by classical geodetic methods FY4460.and adjusted by the National Geodetic Survey in July 1992. FY4460 FY4460.The NAVD 88 height was computed by applying the VERTCON shift value to FY4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4460.The vertical order pertains to the NGVD 29 superseded value. FY4460 FY4460.The Laplace correction was computed from DEFLEC99 derived deflections. FY4460 FY4460.The geoid height was determined by GEOID03. FY4460 FY4460; North East Units Scale Factor Converg. FY4460;SPC NC - 300,966.143 666,037.817 MT 1.00009556 +0 21 48.1 FY4460;SPC NC - 987,419.75 2,185,159.07 sFT 1.00009556 +0 21 48.1 FY4460;UTM 17 - 4,038,328.023 735,633.175 MT 1.00028413 +1 33 48.3 FY4460 FY4460! - Elev Factor x Scale Factor = Combined Factor FY4460!SPC NC - 0.99999030 x 1.00009556 = 1.00008586 FY4460!UTM 17 - 0.99999030 x 1.00028413 = 1.00027443 FY4460 FY4460 SUPERSEDED SURVEY CONTROL FY4460 FY4460 NGVD 29 (07/10/92) 94.65 (m) 310.5 (f) LEVELING 3 FY4460 FY4460.Superseded values are not recommended for survey control. FY4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4460.See file dsdata.txt to determine how the superseded data were derived. FY4460 FY4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3563338328(NAD 83) FY4460_MARKER: DD = SURVEY DISK FY4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4460_SP_SET: SQUARE CONCRETE MONUMENT FY4460_STAMPING: N 5.3 1951 FY4460_MARK LOGO: USE FY4460_MAGNETIC: O = OTHER; SEE DESCRIPTION FY4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4460+STABILITY: SURFACE MOTION FY4460 FY4460 HISTORY - Date Condition Report By FY4460 HISTORY - 1951 MONUMENTED USE FY4460 HISTORY - 19850605 GOOD NCGS FY4460 HISTORY - 20050907 POOR GEOCAC FY4460 FY4460 STATION DESCRIPTION FY4460 FY4460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4460'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF DREWRY, AND 13.5 KM FY4460'(8.4 MI) NORTH OF HENDERSON, IN BULLOCKSVILLE STATE PARK. FY4460'PROCEED ALONG SR 1383 FOR 0.5 KM (0.3 MI) FROM SR 1366 INTERSECTION FY4460'INSIDE OF PARK, TO END OF TRUCK TRAVEL, CONTINUE NORTHWESTERLY FOR 0.2 FY4460'KM (0.10 MI) TO POINT OF LAND AND THE STATION. FY4460'STATION IS A STANDARD USE DISK STAMPED---N 5.3 1951---, SET INTO THE FY4460'TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING 15 CM FY4460'ABOVE GROUND. LOCATED 8.53 METERS (28.08 FT) WEST FROM AND ABOUT 3 FY4460'FEET LOWER THAN NCGS STATION--BULLOCKS POINT--. FY4460 FY4460 STATION RECOVERY (2005) FY4460 FY4460'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4460'MARK HAS BEEN RESET BY CORPS OF ENGINEERS. NOW LOCATED 12 FEET SOUTH FY4460'OF NCGS STATION BULLOCKS POINT, 18 FEET NORTH OF A SIX INCH GUM TREE FY4460'WITH REFERENCE TAG, AND LEVEL WITH (NOT 3 FEET BELOW) STATION BULLOCKS FY4460'POINT. DISK IS STAMPED N 5.3 1997-, SET INTO THE TOP OF A SQUARE FY4460'CONCRETE MONUMENT PROJECTING 15 CM. THE READING ON A HANDHELD GPS UNIT FY4460'WAS FY4460'N36 27 40.5 W78 20 54.3. FY4460' FY4460' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4461 *********************************************************************** FY4461 DESIGNATION - N 5.4 FY4461 PID - FY4461 FY4461 STATE/COUNTY- NC/VANCE FY4461 USGS QUAD - MIDDLEBURG (1982) FY4461 FY4461 *CURRENT SURVEY CONTROL FY4461 ___________________________________________________________________ FY4461* NAD 83(1986)- 36 27 39.32082(N) 078 22 10.11247(W) ADJUSTED FY4461* NAVD 88 - 99.97 (+/-2cm) 328.0 (feet) VERTCON FY4461 ___________________________________________________________________ FY4461 LAPLACE CORR- -6.96 (seconds) DEFLEC99 FY4461 GEOID HEIGHT- -32.59 (meters) GEOID03 FY4461 FY4461 HORZ ORDER - THIRD FY4461 VERT ORDER - THIRD ? (See Below) FY4461 FY4461.The North Carolina HARNS have been completed but, FY4461.due to contractual restrictions, coordinates for these stations FY4461.will NOT be published in the near future. In the interim, the FY4461.published coordinates in North Carolina will not be FY4461.consistent with the Continuously Operating Reference Stations FY4461.(CORS). The HARN coordinates for these stations are available FY4461.upon request. Contact Gary Thompson(919-733-3836). FY4461. FY4461.In addition, the published North Carolina positions FY4461.(NAD 83 (1986)) are NOT consistent with those determined in FY4461.adjacent state readjustments. The discontinuity between stations FY4461.located in North Carolina and those in adjacent states FY4461.which have been adjusted to the HARN may be as much as 5 FY4461.decimeters. This will result in a significant loss of accuracy FY4461.over lines crossing such state borders. FY4461 FY4461 FY4461.The horizontal coordinates were established by classical geodetic methods FY4461.and adjusted by the National Geodetic Survey in July 1992. FY4461 FY4461.The NAVD 88 height was computed by applying the VERTCON shift value to FY4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4461.The vertical order pertains to the NGVD 29 superseded value. FY4461 FY4461.The Laplace correction was computed from DEFLEC99 derived deflections. FY4461 FY4461.The geoid height was determined by GEOID03. FY4461 FY4461; North East Units Scale Factor Converg. FY4461;SPC NC - 300,926.768 666,123.973 MT 1.00009543 +0 21 50.1 FY4461;SPC NC - 987,290.57 2,185,441.73 sFT 1.00009543 +0 21 50.1 FY4461;UTM 17 - 4,038,290.454 735,720.153 MT 1.00028463 +1 33 50.3 FY4461 FY4461! - Elev Factor x Scale Factor = Combined Factor FY4461!SPC NC - 0.99998943 x 1.00009543 = 1.00008485 FY4461!UTM 17 - 0.99998943 x 1.00028463 = 1.00027405 FY4461 FY4461 SUPERSEDED SURVEY CONTROL FY4461 FY4461 NGVD 29 (07/10/92) 100.25 (m) 328.9 (f) LEVELING 3 FY4461 FY4461.Superseded values are not recommended for survey control. FY4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4461.See file dsdata.txt to determine how the superseded data were derived. FY4461 FY4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3572038290(NAD 83) FY4461_MARKER: DD = SURVEY DISK FY4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4461_SP_SET: SQUARE CONCRETE MONUMENT FY4461_STAMPING: N 5.4 1951 FY4461_MARK LOGO: USE FY4461_MAGNETIC: O = OTHER; SEE DESCRIPTION FY4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4461+STABILITY: SURFACE MOTION FY4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY4461+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005 FY4461 FY4461 HISTORY - Date Condition Report By FY4461 HISTORY - 1951 MONUMENTED USE FY4461 HISTORY - 19850605 GOOD NCGS FY4461 HISTORY - 20050907 GOOD GEOCAC FY4461 FY4461 STATION DESCRIPTION FY4461 FY4461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4461'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF DREWRY, AND 13.5 KM FY4461'(8.4 MI) NORTH OF HENDERSON, IN BULLOCKSVILLE STATE PARK. FY4461'PROCEED ALONG SR 1383 FOR 0.5 KM (0.30 MI) FROM SR 1366 INTERSECTION FY4461'INSIDE OF PARK, TO END OF TRUCK TRAVEL, CONTINUE NORTHWESTERLY FOR FY4461'ABOUT 91 M (300 FT) TO STATION, ON SOUTHEAST SIDE OF PLAYGROUND AREA, FY4461'JUST SOUTHEAST OF THE CHILDRENS SLIDE. FY4461'STATION IS A STANDARD USE DISK STAMPED---N 5.4 1951---, SET INTO THE FY4461'TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING 15 CM FY4461'ABOVE GROUND. LOCATED 87.16 METERS (285.95 FT) SOUTHEAST FROM NCGS FY4461'STATION--BULLOCKS POINT--(SLOPE DISTANCE). FY4461'MARK IS ABOUT 10 FEET BELOW END OF PAVEMENT. FY4461 FY4461 STATION RECOVERY (2005) FY4461 FY4461'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FY4461'DELETE REFERENCE TO PLAYGROUND EQUIPMENT, WHICH HAS BEEN REMOVED. FROM FY4461'THE ENTRANCE OF BULLOCKSVILLE STATE PARK, GO SIX HUNDRED FEET AND TURN FY4461'LEFT ONTO SR1383 (BULLOCKSVILLE PARK CIRCLE). GO TO END OF ROAD AT FY4461'PARKING LOT FOR PICNIC AREA. PROCEED ON FOOT ALONG CEMENT WALKWAY TO FY4461'END, THENCE APPROX 69 FEET NNW OF THE NW CORNER OF A 12X12 CEMENT PAD FY4461'FOR A PICNIC TABLE. FY4461' FY4461'THE DISTANCE FROM NCGS STATION BULLOCKS POINT WAS NOT VERIFIED. IT WAS FY4461'OBSERVED THAT THE MONUMENT IS ROUND, INSTEAD OF SQUARE. THE MARK IS FY4461'STAMPED AS PREVIOUSLY DESCRIBED. FY4461' FY4461' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2785 *********************************************************************** FY2785 DESIGNATION - N HENDERSON FY2785 PID - FY2785 FY2785 STATE/COUNTY- NC/VANCE FY2785 USGS QUAD - VICKSBORO (1970) FY2785 FY2785 *CURRENT SURVEY CONTROL FY2785 ___________________________________________________________________ FY2785* NAD 83(1986)- 36 20 55.82830(N) 078 21 49.88629(W) ADJUSTED FY2785* NAVD 88 - 159.74 (+/-2cm) 524.1 (feet) VERTCON FY2785 ___________________________________________________________________ FY2785 LAPLACE CORR- -6.38 (seconds) DEFLEC99 FY2785 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2785 FY2785 HORZ ORDER - SECOND FY2785 VERT ORDER - THIRD ? (See Below) FY2785 FY2785.The North Carolina HARNS have been completed but, FY2785.due to contractual restrictions, coordinates for these stations FY2785.will NOT be published in the near future. In the interim, the FY2785.published coordinates in North Carolina will not be FY2785.consistent with the Continuously Operating Reference Stations FY2785.(CORS). The HARN coordinates for these stations are available FY2785.upon request. Contact Gary Thompson(919-733-3836). FY2785. FY2785.In addition, the published North Carolina positions FY2785.(NAD 83 (1986)) are NOT consistent with those determined in FY2785.adjacent state readjustments. The discontinuity between stations FY2785.located in North Carolina and those in adjacent states FY2785.which have been adjusted to the HARN may be as much as 5 FY2785.decimeters. This will result in a significant loss of accuracy FY2785.over lines crossing such state borders. FY2785 FY2785 FY2785.The horizontal coordinates were established by classical geodetic methods FY2785.and adjusted by the National Geodetic Survey in July 1986. FY2785 FY2785.The NAVD 88 height was computed by applying the VERTCON shift value to FY2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2785.The vertical order pertains to the NGVD 29 superseded value. FY2785 FY2785.The Laplace correction was computed from DEFLEC99 derived deflections. FY2785 FY2785.The geoid height was determined by GEOID03. FY2785 FY2785; North East Units Scale Factor Converg. FY2785;SPC NC - 288,492.032 666,707.326 MT 1.00005594 +0 22 01.8 FY2785;SPC NC - 946,494.27 2,187,355.62 sFT 1.00005594 +0 22 01.8 FY2785;UTM 17 - 4,025,868.003 736,563.544 MT 1.00028956 +1 33 47.4 FY2785 FY2785! - Elev Factor x Scale Factor = Combined Factor FY2785!SPC NC - 0.99998008 x 1.00005594 = 1.00003602 FY2785!UTM 17 - 0.99998008 x 1.00028956 = 1.00026963 FY2785 FY2785: Primary Azimuth Mark Grid Az FY2785:SPC NC - N HENDERSON AZ MK 202 21 08.9 FY2785:UTM 17 - N HENDERSON AZ MK 201 09 23.3 FY2785 FY2785|---------------------------------------------------------------------| FY2785| PID Reference Object Distance Geod. Az | FY2785| dddmmss.s | FY2785| FY4099 N HENDERSON RM 1 55.897 METERS 07621 | FY2785| FY4100 N HENDERSON RM 2 26.890 METERS 15356 | FY2785| FY2793 YIELD 169.927 METERS 17323 | FY2785| FY2786 N HENDERSON AZ MK 411.297 METERS 2024310.7 | FY2785| FY0260 DAS=V 6 283.296 METERS 27403 | FY2785|---------------------------------------------------------------------| FY2785 FY2785 SUPERSEDED SURVEY CONTROL FY2785 FY2785 NAD 27 - 36 20 55.30438(N) 078 21 50.89623(W) AD( ) 2 FY2785 NGVD 29 (07/19/86) 160.02 (m) 525.0 (f) LEVELING 3 FY2785 FY2785.Superseded values are not recommended for survey control. FY2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2785.See file dsdata.txt to determine how the superseded data were derived. FY2785 FY2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3656425868(NAD 83) FY2785_MARKER: DS = TRIANGULATION STATION DISK FY2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FY2785_STAMPING: N HENDERSON 1968 FY2785_MARK LOGO: CGS FY2785 FY2785 HISTORY - Date Condition Report By FY2785 HISTORY - 1969 MONUMENTED CGS FY2785 HISTORY - 1985 GOOD USPSQD FY2785 FY2785 STATION DESCRIPTION FY2785 FY2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY2785'THE STATION IS ABOUT 2-1/2 MILE NORTHEAST OF HENDERSON, 4 MILES FY2785'SOUTH-SOUTHWEST OF MIDDLESBURG AND IN A TRIANGLE FORMED BY FY2785'U.S. HIGHWAY 1 BY PASS AND SECONDARY STATE HIGHWAY 1001. IT FY2785'IS ON PROPERTY OWNED BY THE STATE. FY2785' FY2785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND FY2785'158 IN HENDERSON, GO NORTH ON HIGHWAY 1 FOR 1.9 MILES TO A FY2785'FORK AND SECONDARY STATE HIGHWAY 1001. TAKE THE RIGHT FORK AND GO FY2785'EAST ON HIGHWAY 1001 FOR 1.0 MILE TO A ROAD TRIANGLE AND THE FY2785'STATION. FY2785' FY2785'STATION MARK IS A STANDARD DISK, STAMPED---N HENDERSON 1968---, FY2785'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FY2785'THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 181.0 FEET WEST OF FY2785'THE CENTERLINE OF U.S. HIGHWAY 1 BY PASS AND 119.3 FEET SOUTH FY2785'OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 1001. THE FY2785'UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE. FY2785' FY2785'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---N HENDERSON NO 1 FY2785'1968---, CEMENTED IN DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE FY2785'OVERPASS ON HIGHWAY 1 BY PASS. IT IS 56.0 FEET SOUTH OF THE FY2785'CENTERLINE OF HIGHWAY 1001, 19.5 FEET WEST OF THE CENTERLINE FY2785'OF U.S. HIGHWAY 1 BY PASS AND ABOUT 4 FEET HIGHER IN ELEVATION FY2785'THAN THE STATION. FY2785' FY2785'REFERENCE MARK 2 IS A STANDARD DISK, FY2785'STAMPED---N HENDERSON NO 2 1968---, FY2785'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FY2785'THAT IS FLUSH WITH THE GROUND. IT IS 190.0 FEET SOUTH OF THE FY2785'CENTERLINE OF HIGHWAY 1001, 121.5 FEET WEST OF THE CENTERLINE FY2785'OF HIGHWAY 1 BY PASS AND ABOUT 2 FEET LOWER IN ELEVATION THAN FY2785'THE STATION. FY2785' FY2785'AZIMUTH MARK IS A STANDARD DISK, FY2785'STAMPED---N HENDERSON 1968---, SET FY2785'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT FY2785'IS FLUSH WITH THE GROUND. IT IS 68.0 FEET WEST OF THE CENTERLINE FY2785'OF U.S. HIGHWAY 1 BY PASS, 2.5 FEET NORTH OF A WITNESS POST AND AT FY2785'THE NORTH END OF A ROW OF TREES. TO REACH THE MARK FROM THE FY2785'STATION, GO SOUTH ON U.S. HIGHWAY 1 BY PASS FOR 0.3 MILE TO FY2785'THE MARK ON THE RIGHT. FY2785' FY2785'DAS 1918 IS A STANDARD TRIANGULATION STATION DISK, FY2785'STAMPED---DAS V 6 1918 EL 504.533 FT---, FY2785'SET IN THE TOP OF A 12 INCH SQUARE FY2785'CONCRETE POST, THAT IS 8 INCHES BELOW THE GROUND SURFACE. IT IS FY2785'151.0 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 98.7 FEET EAST FY2785'OF A POWER LINE POLE, 57.4 FEET SOUTH OF THE RAIL OF FY2785'RAILROAD TRACK AND 59.0 FEET SOUTHWEST OF A GUYED TELEGRAPH FY2785'POLE. TO REACH THE MARK FROM THE STATION, GO WEST ON SECONDARY FY2785'STATE HIGHWAY 1001 FOR 0.2 MILE TO A RAILROAD CROSSING AND A FY2785'DRIVEWAY ON THE LEFT. THE MARK IS ABOUT 75 YARDS SOUTHWEST FY2785'OF THE RAILROAD CROSSING IN CULTIVATED FIELD. FY2785 FY2785 STATION RECOVERY (1985) FY2785 FY2785'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2785'N HENDERSON FOUND GOOD. FY2785' FY2785'MARK AND BOTH REF MKS. RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2786 *********************************************************************** FY2786 DESIGNATION - N HENDERSON AZ MK FY2786 PID - FY2786 FY2786 STATE/COUNTY- NC/VANCE FY2786 USGS QUAD - VICKSBORO (1970) FY2786 FY2786 *CURRENT SURVEY CONTROL FY2786 ___________________________________________________________________ FY2786* NAD 83(1986)- 36 20 43.52013(N) 078 21 56.25673(W) ADJUSTED FY2786* NAVD 88 - 155.0 (meters) 509. (feet) VERTCON FY2786 ___________________________________________________________________ FY2786 LAPLACE CORR- -6.41 (seconds) DEFLEC99 FY2786 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2786 FY2786 HORZ ORDER - SECOND FY2786 FY2786.The North Carolina HARNS have been completed but, FY2786.due to contractual restrictions, coordinates for these stations FY2786.will NOT be published in the near future. In the interim, the FY2786.published coordinates in North Carolina will not be FY2786.consistent with the Continuously Operating Reference Stations FY2786.(CORS). The HARN coordinates for these stations are available FY2786.upon request. Contact Gary Thompson(919-733-3836). FY2786. FY2786.In addition, the published North Carolina positions FY2786.(NAD 83 (1986)) are NOT consistent with those determined in FY2786.adjacent state readjustments. The discontinuity between stations FY2786.located in North Carolina and those in adjacent states FY2786.which have been adjusted to the HARN may be as much as 5 FY2786.decimeters. This will result in a significant loss of accuracy FY2786.over lines crossing such state borders. FY2786 FY2786 FY2786.The horizontal coordinates were established by classical geodetic methods FY2786.and adjusted by the National Geodetic Survey in July 1986. FY2786 FY2786.The NAVD 88 height was computed by applying the VERTCON shift value to FY2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2786 FY2786.The Laplace correction was computed from DEFLEC99 derived deflections. FY2786 FY2786.The geoid height was determined by GEOID03. FY2786 FY2786; North East Units Scale Factor Converg. FY2786;SPC NC - 288,111.618 666,550.900 MT 1.00005480 +0 21 58.1 FY2786;SPC NC - 945,246.20 2,186,842.41 sFT 1.00005480 +0 21 58.1 FY2786;UTM 17 - 4,025,484.318 736,415.057 MT 1.00028869 +1 33 43.2 FY2786 FY2786! - Elev Factor x Scale Factor = Combined Factor FY2786!SPC NC - 0.99998082 x 1.00005480 = 1.00003562 FY2786!UTM 17 - 0.99998082 x 1.00028869 = 1.00026950 FY2786 FY2786: Primary Azimuth Mark Grid Az FY2786:SPC NC - N HENDERSON 022 21 08.9 FY2786:UTM 17 - N HENDERSON 021 09 23.8 FY2786 FY2786|---------------------------------------------------------------------| FY2786| PID Reference Object Distance Geod. Az | FY2786| dddmmss.s | FY2786| FY2785 N HENDERSON 411.297 METERS 0224307.0 | FY2786| FY2793 YIELD 276.029 METERS 04017 | FY2786|---------------------------------------------------------------------| FY2786 FY2786 SUPERSEDED SURVEY CONTROL FY2786 FY2786 NAD 27 - 36 20 42.99514(N) 078 21 57.26745(W) AD( ) 2 FY2786 NGVD 29 (07/19/86) 155.3 (m) 510. (f) VERT ANG FY2786 FY2786.Superseded values are not recommended for survey control. FY2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2786.See file dsdata.txt to determine how the superseded data were derived. FY2786 FY2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3641525484(NAD 83) FY2786_MARKER: DZ = AZIMUTH MARK DISK FY2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FY2786_STAMPING: N HENDERSON 1968 FY2786_MARK LOGO: CGS FY2786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY2786 FY2786 HISTORY - Date Condition Report By FY2786 HISTORY - 1969 MONUMENTED CGS FY2786 HISTORY - 1985 GOOD USPSQD FY2786 FY2786 STATION DESCRIPTION FY2786 FY2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (EM) FY2786'N. HENDERSON AZ. IS A N. C. GEODETIC SURVEY TRAVERSE STATION FY2786'ESTABLISHED IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2786' FY2786'N. HENDERSON AZ. IS LOCATED APPROXIMATELY 2.7 MILES NORTHEAST FY2786'OF HENDERSON AND 4.2 MILES SOUTHWEST OF MIDDLEBURG. TO REACH FY2786'STATION PROCEED FROM THE BRIDGE ON NC 39 OVER U.S. 1 BYPASS, GO FY2786'NORTHEAST ON U.S. 1 BYPASS FOR 2.2 MILES TO STATION ON LEFT, 0.2 FY2786'MILE SOUTH OF BRIDGE ON U.S. 1 BYPASS OVER SR 1001. FY2786' FY2786'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY MARK, FY2786'STAMPED---N HENDERSON 1968---, WHICH IS 1 INCH ABOVE THE FY2786'SURFACE OF THE GROUND. FY2786' FY2786'MARK IS FY2786' FY2786'68.6 FT NW OF C/L OF U.S. 1 BYPASS FY2786' FY2786'50.0 FT NNW OF U.S. 1 BYPASS SOUTH SIGN, WITH ALUMINUM REF. TAG FY2786' FY2786'2.3 FT NNE OF WITNESS POST FY2786' FY2786'14.2 FT E OF 14 INCH PERSIMMON WITH ALUMINUM REF. TAG FY2786' FY2786'84.0 FT NE OF 10 INCH OAK WITH ALUMINUM REF. TAG FY2786 FY2786 STATION RECOVERY (1985) FY2786 FY2786'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2786'N HENDERSON AZ 1968 FOUND GOOD. FY2786'WITNESS POST DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4462 *********************************************************************** FY4462 DESIGNATION - NUTBUSH FY4462 PID - FY4462 FY4462 STATE/COUNTY- NC/VANCE FY4462 USGS QUAD - TOWNSVILLE (1970) FY4462 FY4462 *CURRENT SURVEY CONTROL FY4462 ___________________________________________________________________ FY4462* NAD 83(1986)- 36 24 33.51307(N) 078 23 40.00704(W) ADJUSTED FY4462* NAVD 88 - 92.0 (meters) 302. (feet) VERTCON FY4462 ___________________________________________________________________ FY4462 LAPLACE CORR- -7.26 (seconds) DEFLEC99 FY4462 GEOID HEIGHT- -32.58 (meters) GEOID03 FY4462 FY4462 HORZ ORDER - SECOND FY4462 FY4462.The North Carolina HARNS have been completed but, FY4462.due to contractual restrictions, coordinates for these stations FY4462.will NOT be published in the near future. In the interim, the FY4462.published coordinates in North Carolina will not be FY4462.consistent with the Continuously Operating Reference Stations FY4462.(CORS). The HARN coordinates for these stations are available FY4462.upon request. Contact Gary Thompson(919-733-3836). FY4462. FY4462.In addition, the published North Carolina positions FY4462.(NAD 83 (1986)) are NOT consistent with those determined in FY4462.adjacent state readjustments. The discontinuity between stations FY4462.located in North Carolina and those in adjacent states FY4462.which have been adjusted to the HARN may be as much as 5 FY4462.decimeters. This will result in a significant loss of accuracy FY4462.over lines crossing such state borders. FY4462 FY4462 FY4462.The horizontal coordinates were established by classical geodetic methods FY4462.and adjusted by the National Geodetic Survey in July 1992. FY4462 FY4462.The NAVD 88 height was computed by applying the VERTCON shift value to FY4462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4462 FY4462.The Laplace correction was computed from DEFLEC99 derived deflections. FY4462 FY4462.The geoid height was determined by GEOID03. FY4462 FY4462; North East Units Scale Factor Converg. FY4462;SPC NC - 295,185.072 663,920.465 MT 1.00007676 +0 20 58.2 FY4462;SPC NC - 968,453.02 2,178,212.39 sFT 1.00007676 +0 20 58.2 FY4462;UTM 17 - 4,032,502.797 733,636.860 MT 1.00027259 +1 32 50.0 FY4462 FY4462! - Elev Factor x Scale Factor = Combined Factor FY4462!SPC NC - 0.99999067 x 1.00007676 = 1.00006743 FY4462!UTM 17 - 0.99999067 x 1.00027259 = 1.00026326 FY4462 FY4462: Primary Azimuth Mark Grid Az FY4462:SPC NC - NUTBUSH RM 102 53 54.8 FY4462:UTM 17 - NUTBUSH RM 101 42 03.0 FY4462 FY4462|---------------------------------------------------------------------| FY4462| PID Reference Object Distance Geod. Az | FY4462| dddmmss.s | FY4462| FY4463 NUTBUSH RM APPROX. 0.7 KM 1031453.0 | FY4462|---------------------------------------------------------------------| FY4462 FY4462 SUPERSEDED SURVEY CONTROL FY4462 FY4462 NGVD 29 (07/10/92) 92.3 (m) 303. (f) VERT ANG FY4462 FY4462.Superseded values are not recommended for survey control. FY4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4462.See file dsdata.txt to determine how the superseded data were derived. FY4462 FY4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3363732503(NAD 83) FY4462_MARKER: DH = HORIZONTAL CONTROL DISK FY4462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4462_SP_SET: CONCRETE POST FY4462_STAMPING: NUTBUSH 1985 FY4462_MARK LOGO: NCGS FY4462_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4462+STABILITY: SURFACE MOTION FY4462 FY4462 HISTORY - Date Condition Report By FY4462 HISTORY - 1985 MONUMENTED NCGS FY4462 FY4462 STATION DESCRIPTION FY4462 FY4462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4462'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF WILLIAMSBORO, FY4462'AND 8.9 KM (5.5 MI) NORTH OF HENDERSON, AT THE NUTBUSH BRIDGE OVER FY4462'KERR LAKE. FY4462'ALONG SR 1308 FOR 2.6 KM (1.6 MI) EAST-NORTHEAST OF NC 39 (HARRIS FY4462'CROSSROAD), AND AT THE WEST END OF BRIDGE. TO REACH NUTBUSH REFERENCE FY4462'MARK CONTINUE EAST ALONG SR 1308 FOR 0.7 KM (0.45 MI) TO SR 1385 AND FY4462'REFERENCE MARK IN RIGHT SHOULDER. FY4462'STATION IS A STANDARD NCGS DISK STAMPED---NUTBUSH 1985---, SET INTO FY4462'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4462'GROUND. LOCATED 4.08 METERS (13.4 FT) SOUTH-SOUTHWEST FROM THE FY4462'CENTERLINE OF SR 1308, 9.96 METERS (32.7 FT) WEST-NORTHWEST FROM THE FY4462'WEST END POST OF SOUTH GUARD RAIL, 12.50 METERS (41.0 FT) FY4462'WEST-SOUTHWEST FROM THE WEST END POST OF NORTH RAIL, 26.67 METERS FY4462'(87.5 FT) WEST FROM A 12 INCH SYCAMORE WITH REFERENCE TAG, AND 37.80 FY4462'METERS (124.0 FT) EAST-SOUTHEAST FROM A NO PARKING SIGN POST. FY4462'REFERENCE POINT NO. 1 IS A STANDARD NCGS DISK STAMPED---NUTBUSH FY4462'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN FY4462'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 5.18 METERS (17.0 FT) FY4462'SOUTH FROM THE CENTERLINE OF SR 1308, 26.4 METERS (86 FT) SOUTHEAST FY4462'FROM THE CENTERLINE INTERSECTION OF SR 1308 AND SR 1385, 6.22 METERS FY4462'(20.4 SLOPE FT) NORTHEAST FROM A 6 INCH PINE, 12.7 METERS (41.7 FT) FY4462'NORTHWEST FROM A 6 INCH PINE, AND 22.13 METERS (72.6 FT) FY4462'WEST-SOUTHWEST FROM A 6 INCH CEDAR--TREES HAVE REFERENCE TAGS. FY4462'MARK IS AT HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4463 *********************************************************************** FY4463 DESIGNATION - NUTBUSH RM FY4463 PID - FY4463 FY4463 STATE/COUNTY- NC/VANCE FY4463 USGS QUAD - TOWNSVILLE (1970) FY4463 FY4463 *CURRENT SURVEY CONTROL FY4463 ___________________________________________________________________ FY4463* NAD 83(1986)- 36 24 27.98706(N) 078 23 10.97477(W) ADJUSTED FY4463* NAVD 88 - 109.5 (meters) 359. (feet) VERTCON FY4463 ___________________________________________________________________ FY4463 LAPLACE CORR- -7.12 (seconds) DEFLEC99 FY4463 GEOID HEIGHT- -32.62 (meters) GEOID03 FY4463 FY4463 HORZ ORDER - SECOND FY4463 FY4463.The North Carolina HARNS have been completed but, FY4463.due to contractual restrictions, coordinates for these stations FY4463.will NOT be published in the near future. In the interim, the FY4463.published coordinates in North Carolina will not be FY4463.consistent with the Continuously Operating Reference Stations FY4463.(CORS). The HARN coordinates for these stations are available FY4463.upon request. Contact Gary Thompson(919-733-3836). FY4463. FY4463.In addition, the published North Carolina positions FY4463.(NAD 83 (1986)) are NOT consistent with those determined in FY4463.adjacent state readjustments. The discontinuity between stations FY4463.located in North Carolina and those in adjacent states FY4463.which have been adjusted to the HARN may be as much as 5 FY4463.decimeters. This will result in a significant loss of accuracy FY4463.over lines crossing such state borders. FY4463 FY4463 FY4463.The horizontal coordinates were established by classical geodetic methods FY4463.and adjusted by the National Geodetic Survey in July 1992. FY4463 FY4463.The NAVD 88 height was computed by applying the VERTCON shift value to FY4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4463 FY4463.The Laplace correction was computed from DEFLEC99 derived deflections. FY4463 FY4463.The geoid height was determined by GEOID03. FY4463 FY4463; North East Units Scale Factor Converg. FY4463;SPC NC - 295,019.170 664,644.911 MT 1.00007622 +0 21 15.0 FY4463;SPC NC - 967,908.73 2,180,589.18 sFT 1.00007622 +0 21 15.0 FY4463;UTM 17 - 4,032,352.045 734,364.760 MT 1.00027679 +1 33 07.1 FY4463 FY4463! - Elev Factor x Scale Factor = Combined Factor FY4463!SPC NC - 0.99998794 x 1.00007622 = 1.00006416 FY4463!UTM 17 - 0.99998794 x 1.00027679 = 1.00026473 FY4463 FY4463 SUPERSEDED SURVEY CONTROL FY4463 FY4463 NGVD 29 (07/10/92) 109.8 (m) 360. (f) VERT ANG FY4463 FY4463.Superseded values are not recommended for survey control. FY4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4463.See file dsdata.txt to determine how the superseded data were derived. FY4463 FY4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3436532352(NAD 83) FY4463_MARKER: DR = REFERENCE MARK DISK FY4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4463_SP_SET: CONCRETE POST FY4463_STAMPING: NUTBUSH 1985 FY4463_MARK LOGO: NCGS FY4463_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4463+STABILITY: SURFACE MOTION FY4463 FY4463 HISTORY - Date Condition Report By FY4463 HISTORY - 1985 MONUMENTED NCGS FY4463 FY4463 STATION DESCRIPTION FY4463 FY4463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4463'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF WILLIAMSBORO, FY4463'AND 8.9 KM (5.5 MI) NORTH OF HENDERSON, AT THE NUTBUSH BRIDGE OVER FY4463'KERR LAKE. FY4463'ALONG SR 1308 FOR 2.6 KM (1.6 MI) EAST-NORTHEAST OF NC 39 (HARRIS FY4463'CROSSROAD) TO BRIDGE, CONTINUE EAST ALONG SR 1308 FOR 0.7 KM FY4463'(0.45 MI) TO SR 1385 AND REFERENCE MARK IN RIGHT SHOULDER. FY4463'REFERENCE POINT NO. 1 IS A STANDARD NCGS DISK STAMPED---NUTBUSH FY4463'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN FY4463'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 5.18 METERS (17.0 FT) FY4463'SOUTH FROM THE CENTERLINE OF SR 1308, 26.4 METERS (86 FT) SOUTHEAST FY4463'FROM THE CENTERLINE INTERSECTION OF SR 1308 AND SR 1385, 6.22 METERS FY4463'(20.4 SLOPE FT) NORTHEAST FROM A 6 INCH PINE, 12.7 METERS (41.7 FT) FY4463'NORTHWEST FROM A 6 INCH PINE, AND 22.13 METERS (72.6 FT) FY4463'WEST-SOUTHWEST FROM A 6 INCH CEDAR--TREES HAVE REFERENCE TAGS. FY4463'MARK IS AT HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2825 *********************************************************************** FY2825 DESIGNATION - OLD FY2825 PID - FY2825 FY2825 STATE/COUNTY- NC/VANCE FY2825 USGS QUAD - HENDERSON (1982) FY2825 FY2825 *CURRENT SURVEY CONTROL FY2825 ___________________________________________________________________ FY2825* NAD 83(1986)- 36 20 43.41345(N) 078 23 15.26154(W) ADJUSTED FY2825* NAVD 88 - 152.3 (meters) 500. (feet) VERTCON FY2825 ___________________________________________________________________ FY2825 LAPLACE CORR- -6.72 (seconds) DEFLEC99 FY2825 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2825 FY2825 HORZ ORDER - SECOND FY2825 FY2825.The North Carolina HARNS have been completed but, FY2825.due to contractual restrictions, coordinates for these stations FY2825.will NOT be published in the near future. In the interim, the FY2825.published coordinates in North Carolina will not be FY2825.consistent with the Continuously Operating Reference Stations FY2825.(CORS). The HARN coordinates for these stations are available FY2825.upon request. Contact Gary Thompson(919-733-3836). FY2825. FY2825.In addition, the published North Carolina positions FY2825.(NAD 83 (1986)) are NOT consistent with those determined in FY2825.adjacent state readjustments. The discontinuity between stations FY2825.located in North Carolina and those in adjacent states FY2825.which have been adjusted to the HARN may be as much as 5 FY2825.decimeters. This will result in a significant loss of accuracy FY2825.over lines crossing such state borders. FY2825 FY2825 FY2825.The horizontal coordinates were established by classical geodetic methods FY2825.and adjusted by the National Geodetic Survey in July 1986. FY2825 FY2825.The NAVD 88 height was computed by applying the VERTCON shift value to FY2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2825 FY2825.The Laplace correction was computed from DEFLEC99 derived deflections. FY2825 FY2825.The geoid height was determined by GEOID03. FY2825 FY2825; North East Units Scale Factor Converg. FY2825;SPC NC - 288,095.958 664,580.804 MT 1.00005479 +0 21 12.5 FY2825;SPC NC - 945,194.82 2,180,378.85 sFT 1.00005479 +0 21 12.5 FY2825;UTM 17 - 4,025,427.538 734,445.267 MT 1.00027726 +1 32 56.3 FY2825 FY2825! - Elev Factor x Scale Factor = Combined Factor FY2825!SPC NC - 0.99998123 x 1.00005479 = 1.00003602 FY2825!UTM 17 - 0.99998123 x 1.00027726 = 1.00025848 FY2825 FY2825: Primary Azimuth Mark Grid Az FY2825:SPC NC - HOLIDAY 295 32 16.8 FY2825:UTM 17 - HOLIDAY 294 20 33.0 FY2825 FY2825|---------------------------------------------------------------------| FY2825| PID Reference Object Distance Geod. Az | FY2825| dddmmss.s | FY2825| FY0255 DEB=B 7 205.292 METERS 21917 | FY2825| FY2820 HOLIDAY APPROX. 0.6 KM 2955329.3 | FY2825|---------------------------------------------------------------------| FY2825 FY2825 SUPERSEDED SURVEY CONTROL FY2825 FY2825 NAD 27 - 36 20 42.89164(N) 078 23 16.26788(W) AD( ) 2 FY2825 NGVD 29 (07/19/86) 152.6 (m) 501. (f) VERT ANG FY2825 FY2825.Superseded values are not recommended for survey control. FY2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2825.See file dsdata.txt to determine how the superseded data were derived. FY2825 FY2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3444525428(NAD 83) FY2825_MARKER: DE = TRAVERSE STATION DISK FY2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2825_STAMPING: OLD 1969 FY2825_MARK LOGO: NCGS FY2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2825+STABILITY: SURFACE MOTION FY2825 FY2825 HISTORY - Date Condition Report By FY2825 HISTORY - 1969 MONUMENTED NCGS FY2825 HISTORY - 1971 GOOD NCGS FY2825 FY2825 STATION DESCRIPTION FY2825 FY2825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2825'OLD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2825'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2825' FY2825'OLD IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF THE CENTER FY2825'OF HENDERSON. TO REACH STATION PROCEED FROM U.S. 1 BUSINESS AND FY2825'U.S. 158, GO NORTH ON U.S. 1 BUSINESS FOR 0.1 MILE TO SR 1312, FY2825'GO EAST ON SR 1312 TO SR 1137. STATION IS BACK OF OLD DOMINION FY2825'WAREHOUSE ON RAILROAD EMBANKMENT. FY2825' FY2825'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2825'OLD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FY2825'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2825' FY2825'MARK IS FY2825' FY2825'8.4 FT NW OF W RAIL OF RAILROAD FY2825' FY2825'8.5 FT W OF CROSSTIE ON RR, WITH ALUMINUM REF. TAG FY2825' FY2825'10.2 FT N OF CROSSTIE ON RR, WITH ALUMINUM REF. TAG FY2825' FY2825'35.5 FT ENE OF SE CORNER OF OLD DOMINION BLDG. (CINDER BLOCK) FY2825' FY2825'73.2 FT E OF TP ON W SIDE OF TRACKS, WITH ALUMINUM REF. TAG FY2825 FY2825 STATION RECOVERY (1971) FY2825 FY2825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY2825'OLD NCGS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1808 *********************************************************************** FY1808 DESIGNATION - PARHAM FY1808 PID - FY1808 FY1808 STATE/COUNTY- NC/VANCE FY1808 USGS QUAD - HENDERSON (1982) FY1808 FY1808 *CURRENT SURVEY CONTROL FY1808 ___________________________________________________________________ FY1808* NAD 83(1986)- 36 19 35.73900(N) 078 26 57.45734(W) ADJUSTED FY1808* NAVD 88 - 139.067 (meters) 456.26 (feet) ADJUSTED FY1808 ___________________________________________________________________ FY1808 LAPLACE CORR- -7.52 (seconds) DEFLEC99 FY1808 GEOID HEIGHT- -32.49 (meters) GEOID03 FY1808 DYNAMIC HT - 138.953 (meters) 455.88 (feet) COMP FY1808 MODELED GRAV- 979,812.4 (mgal) NAVD 88 FY1808 FY1808 HORZ ORDER - SECOND FY1808 VERT ORDER - SECOND CLASS I FY1808 FY1808.The North Carolina HARNS have been completed but, FY1808.due to contractual restrictions, coordinates for these stations FY1808.will NOT be published in the near future. In the interim, the FY1808.published coordinates in North Carolina will not be FY1808.consistent with the Continuously Operating Reference Stations FY1808.(CORS). The HARN coordinates for these stations are available FY1808.upon request. Contact Gary Thompson(919-733-3836). FY1808. FY1808.In addition, the published North Carolina positions FY1808.(NAD 83 (1986)) are NOT consistent with those determined in FY1808.adjacent state readjustments. The discontinuity between stations FY1808.located in North Carolina and those in adjacent states FY1808.which have been adjusted to the HARN may be as much as 5 FY1808.decimeters. This will result in a significant loss of accuracy FY1808.over lines crossing such state borders. FY1808 FY1808 FY1808.The horizontal coordinates were established by classical geodetic methods FY1808.and adjusted by the National Geodetic Survey in July 1986. FY1808 FY1808.The orthometric height was determined by differential leveling FY1808.and adjusted by the National Geodetic Survey in June 1991. FY1808 FY1808.The Laplace correction was computed from DEFLEC99 derived deflections. FY1808 FY1808.The geoid height was determined by GEOID03. FY1808 FY1808.The dynamic height is computed by dividing the NAVD 88 FY1808.geopotential number by the normal gravity value computed on the FY1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1808.degrees latitude (g = 980.6199 gals.). FY1808 FY1808.The modeled gravity was interpolated from observed gravity values. FY1808 FY1808; North East Units Scale Factor Converg. FY1808;SPC NC - 285,977.446 659,051.538 MT 1.00004856 +0 19 04.3 FY1808;SPC NC - 938,244.34 2,162,238.25 sFT 1.00004856 +0 19 04.3 FY1808;UTM 17 - 4,023,193.738 728,960.221 MT 1.00024594 +1 30 42.0 FY1808 FY1808! - Elev Factor x Scale Factor = Combined Factor FY1808!SPC NC - 0.99998327 x 1.00004856 = 1.00003183 FY1808!UTM 17 - 0.99998327 x 1.00024594 = 1.00022921 FY1808 FY1808: Primary Azimuth Mark Grid Az FY1808:SPC NC - CONCRETE 242 31 04.0 FY1808:UTM 17 - CONCRETE 241 19 26.3 FY1808 FY1808|---------------------------------------------------------------------| FY1808| PID Reference Object Distance Geod. Az | FY1808| dddmmss.s | FY1808| FY1809 CONCRETE APPROX. 1.7 KM 2425008.3 | FY1808|---------------------------------------------------------------------| FY1808 FY1808 SUPERSEDED SURVEY CONTROL FY1808 FY1808 NAD 27 - 36 19 35.21494(N) 078 26 58.45929(W) AD( ) 2 FY1808 NGVD 29 (03/05/92) 139.350 (m) 457.18 (f) ADJUSTED 2 1 FY1808 FY1808.Superseded values are not recommended for survey control. FY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1808.See file dsdata.txt to determine how the superseded data were derived. FY1808 FY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2896023194(NAD 83) FY1808_MARKER: DE = TRAVERSE STATION DISK FY1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1808_SP_SET: CONCRETE POST FY1808_STAMPING: PARHAM 1971 FY1808_MARK LOGO: NCGS FY1808_PROJECTION: RECESSED 3 CENTIMETERS FY1808_MAGNETIC: N = NO MAGNETIC MATERIAL FY1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1808+STABILITY: SURFACE MOTION FY1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY1808+SATELLITE: SATELLITE OBSERVATIONS - 1986 FY1808 FY1808 HISTORY - Date Condition Report By FY1808 HISTORY - 1971 MONUMENTED NCGS FY1808 HISTORY - 1977 GOOD NCGS FY1808 HISTORY - 1978 GOOD NCGS FY1808 HISTORY - 1986 GOOD NGS FY1808 FY1808 STATION DESCRIPTION FY1808 FY1808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1808'PARHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FY1808'VICINITY OF HENDERSON, NORTH CAROLINA. FY1808' FY1808'PARHAM IS LOCATED APPROXIMATELY 2.7 MILES WEST OF HENDERSON. STATION FY1808'IS AT THE INTERSECTION OF I-85 AND SR 1128 IN THE SOUTHWEST FY1808'QUADRANT. AND 0.75 MILES SOUTH OF INTERSECTION OF US 158 BYPASS FY1808'AND SR 1128. FY1808' FY1808'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PARHAM FY1808'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FY1808'INCH BELOW THE GROUND. FY1808' FY1808'MARK IS FY1808'24.3 FEET W OF C/L OF SR 1128. FY1808'15.0 FEET SW OF SW END OF SR 1128 BRIDGE OVER I-85. FY1808'4.2 FEET SW OF SW END OF BRIDGE WING WALL. FY1808'7.2 FEET W OF TOP OF GUARD RAIL. FY1808'29.4 FEET NE OF ALUMINUM REF. TAG ON PP. FY1808'6.4 FEET NW OF E END OF A DRAINAGE OPENING. FY1808 FY1808 STATION RECOVERY (1977) FY1808 FY1808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1808'2.7 MI WEST FROM HENDERSON. FY1808'STATION IS AT THE SR 1128 OVERPASS OF I 85 AND NEAR THE SOUTHWEST FY1808'CORNER OF BRIDGE, APPROXIMATELY 0.25 MILE SOUTH OF PARHAM HOSPITAL, FY1808'24.7 FT. WEST OF CENTERLINE OF SR 1128, 15.0 FT. SOUTH SOUTHWEST OF FY1808'SOUTHWEST END OF BRIDGE RAIL, 4.2 FT. WEST SOUTHWEST OF SOUTHWEST END FY1808'OF BRIDGE WINGWALL, 7.2 FT. WEST NORTHWEST OF A GUARD RAIL, 29.4 FT. FY1808'NORTH NORTHEAST OF POWER POLE WITH ALUMINUM REF. TAG AND 6.4 FT. NORTH FY1808'NORTHWEST OF CENTER EAST END OF A DRAINAGE OPENING. FY1808 FY1808 STATION RECOVERY (1978) FY1808 FY1808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1808'THE STATION WAS RECOVERED IN GOOD CONDITION. FY1808' FY1808'THE DESCRIPTION IS ADEQUATE, EXCEPT THE LOCATION IS 0.25 MILE SOUTH OF FY1808'PARHAM HOSPITAL AND THE STATION IS 24.7 FEET WEST OF THE CENTERLINE. FY1808 FY1808 STATION RECOVERY (1986) FY1808 FY1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) FY1808'THE STATION WAS RECOVERED AT THIS DATE, FY1808'IN GOOD CONDITION. FY1808' FY1808'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) FY1808'EAST OF OXFORD, FY1808'4.0 KM (2.5 MI) WEST OF HENDERSON AND NEAR THE SOUTHWEST CORNER OF FY1808'THE RUIN CREEK ROAD BRIDGE OVER INTERSTATE HIGHWAY 85. FY1808'OWNERSHIP--ROAD RIGHT-OF-WAY. FY1808' FY1808'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 85 SOUTHBOUND FY1808'LANES UNDERPASS BELOW STATE HIGHWAY 39 ON THE NORTH SIDE OF FY1808'HENDERSON, GO SOUTHWESTERLY FOR 3.4 KM (2.1 MI) ON THE INTERSTATE FY1808'HIGHWAY SOUTHBOUND LANES TO THE EXIT RAMP FOR RUIN CREEK ROAD (SR FY1808'1128). EXIT RIGHT AND GO 0.3 KM (0.2 MI) ON THE RAMP TO THE STOP FY1808'SIGN AT THE END OF THE EXIT RAMP. TURN LEFT AND GO FY1808'SOUTH FOR 0.2 KM (0.15 MI) ON RUIN CREEK ROAD TO THE STATION ON THE FY1808'RIGHT, NEAR THE SOUTHWEST CORNER OF THE ROAD BRIDGE ABOVE THE FY1808'INTERSTATE HIGHWAY. FY1808' FY1808'THE STATION IS A STANDARD NCGS DISK FY1808'STAMPED---PARHAM 1971---, FY1808'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FY1808'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED FY1808'8.96 METERS (29.4 FT) NORTH-NORTHEAST FROM A UTILITY POLE WITH A FY1808'NCGS ALUMINUM REFERENCE TAG, FY1808'7.53 METERS (24.7 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF FY1808'RUIN CREEK ROAD, FY1808'4.57 METERS (15.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST END OF THE FY1808'BRIDGE RAIL, FY1808'2.19 METERS (7.2 FT) WEST-SOUTHWEST FROM A GUARDRAIL AND FY1808'1.95 METERS (6.4 FT) NORTH-NORTHWEST FROM THE CENTER OF THE EAST END FY1808'OF A DRAINAGE GATE. FY1808' FY1808'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, FY1808'MARCH 1986. FY1808' FY1808'THIS STATION SUITABLE FOR GPS SURVEYS. FY1808' FY1808'DESCRIBED BY D.F. CALLAHAN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2841 *********************************************************************** FY2841 DESIGNATION - PARKS FY2841 PID - FY2841 FY2841 STATE/COUNTY- NC/VANCE FY2841 USGS QUAD - HENDERSON (1982) FY2841 FY2841 *CURRENT SURVEY CONTROL FY2841 ___________________________________________________________________ FY2841* NAD 83(1986)- 36 16 25.97706(N) 078 22 57.04280(W) ADJUSTED FY2841* NAVD 88 - 153.4 (meters) 503. (feet) VERTCON FY2841 ___________________________________________________________________ FY2841 LAPLACE CORR- -6.80 (seconds) DEFLEC99 FY2841 GEOID HEIGHT- -32.86 (meters) GEOID03 FY2841 FY2841 HORZ ORDER - SECOND FY2841 FY2841.The North Carolina HARNS have been completed but, FY2841.due to contractual restrictions, coordinates for these stations FY2841.will NOT be published in the near future. In the interim, the FY2841.published coordinates in North Carolina will not be FY2841.consistent with the Continuously Operating Reference Stations FY2841.(CORS). The HARN coordinates for these stations are available FY2841.upon request. Contact Gary Thompson(919-733-3836). FY2841. FY2841.In addition, the published North Carolina positions FY2841.(NAD 83 (1986)) are NOT consistent with those determined in FY2841.adjacent state readjustments. The discontinuity between stations FY2841.located in North Carolina and those in adjacent states FY2841.which have been adjusted to the HARN may be as much as 5 FY2841.decimeters. This will result in a significant loss of accuracy FY2841.over lines crossing such state borders. FY2841 FY2841 FY2841.The horizontal coordinates were established by classical geodetic methods FY2841.and adjusted by the National Geodetic Survey in July 1986. FY2841 FY2841.The NAVD 88 height was computed by applying the VERTCON shift value to FY2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2841 FY2841.The Laplace correction was computed from DEFLEC99 derived deflections. FY2841 FY2841.The geoid height was determined by GEOID03. FY2841 FY2841; North East Units Scale Factor Converg. FY2841;SPC NC - 280,163.482 665,084.479 MT 1.00003169 +0 21 23.0 FY2841;SPC NC - 919,169.69 2,182,031.33 sFT 1.00003169 +0 21 23.0 FY2841;UTM 17 - 4,017,505.413 735,114.316 MT 1.00028115 +1 32 57.6 FY2841 FY2841! - Elev Factor x Scale Factor = Combined Factor FY2841!SPC NC - 0.99998108 x 1.00003169 = 1.00001277 FY2841!UTM 17 - 0.99998108 x 1.00028115 = 1.00026222 FY2841 FY2841: Primary Azimuth Mark Grid Az FY2841:SPC NC - FURMAN 114 05 07.7 FY2841:UTM 17 - FURMAN 112 53 33.1 FY2841 FY2841|---------------------------------------------------------------------| FY2841| PID Reference Object Distance Geod. Az | FY2841| dddmmss.s | FY2841| FY2804 FURMAN APPROX. 1.3 KM 1142630.7 | FY2841|---------------------------------------------------------------------| FY2841 FY2841 SUPERSEDED SURVEY CONTROL FY2841 FY2841 NAD 27 - 36 16 25.44790(N) 078 22 58.05283(W) AD( ) 2 FY2841 NGVD 29 (07/19/86) 153.7 (m) 504. (f) VERT ANG FY2841 FY2841.Superseded values are not recommended for survey control. FY2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2841.See file dsdata.txt to determine how the superseded data were derived. FY2841 FY2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3511417505(NAD 83) FY2841_MARKER: DE = TRAVERSE STATION DISK FY2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2841_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2841_MAGNETIC: N = NO MAGNETIC MATERIAL FY2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2841+STABILITY: SURFACE MOTION FY2841 FY2841 HISTORY - Date Condition Report By FY2841 HISTORY - 1976 MONUMENTED NCGS FY2841 FY2841 STATION DESCRIPTION FY2841 FY2841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2841'PARKS IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2841'VICINITY OF BEARPOND AND APPROXIMATELY 4.0 MILES SOUTH-SOUTHEAST OF FY2841'HENDERSON, NORTH CAROLINA. FY2841' FY2841'TO REACH STATION FROM THE US 1 BUSINESS AND SR 1115 CROSSROADS AT FY2841'BEARPOND, PROCEED EASTERLY ALONG SR 1115 FOR 1.35 MILES TO STATION ON FY2841'RIGHT, DIRECTLY IN FRONT OF R.A. PARKS ONE AND A HALF STORY WHITE FY2841'FRAME RESIDENCE, AND AT WEST SIDE OF PARKS DRIVEWAY, AND 0.8 MILE EAST FY2841'OF T INTERSECTION WITH SR 1519. FY2841' FY2841'STATION MARK IS A STANDARD BRASS DISK, STAMPED---PARKS 1976---, SET IN FY2841'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2841'SURFACE OF THE GROUND. THE MARK IS 20.5 FEET SOUTH-SOUTHWEST OF THE FY2841'CENTERLINE OF SR 1115, 15.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF FY2841'DRIVEWAY TO PARKS RESIDENCE, 65.9 FEET WEST-SOUTHWEST OF CENTER OF TOP FY2841'OF TELEPHONE PEDESTAL, 70.8 FEET NORTH-NORTHWEST OF POWER POLE WITH FY2841'ALUMINUM TAG, 10.0 FEET EAST-NORTHEAST OF BASE OF EASTERNMOST CREPE FY2841'MYRTLE, AND 65.1 FEET NORTHWEST OF 12 INCH OAK WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2758 *********************************************************************** FY2758 DESIGNATION - PEDESTAL FY2758 PID - FY2758 FY2758 STATE/COUNTY- NC/VANCE FY2758 USGS QUAD - MIDDLEBURG (1982) FY2758 FY2758 *CURRENT SURVEY CONTROL FY2758 ___________________________________________________________________ FY2758* NAD 83(1986)- 36 23 09.24270(N) 078 20 38.88835(W) ADJUSTED FY2758* NAVD 88 - 150.1 (meters) 492. (feet) VERTCON FY2758 ___________________________________________________________________ FY2758 LAPLACE CORR- -5.87 (seconds) DEFLEC99 FY2758 GEOID HEIGHT- -32.82 (meters) GEOID03 FY2758 FY2758 HORZ ORDER - SECOND FY2758 FY2758.The North Carolina HARNS have been completed but, FY2758.due to contractual restrictions, coordinates for these stations FY2758.will NOT be published in the near future. In the interim, the FY2758.published coordinates in North Carolina will not be FY2758.consistent with the Continuously Operating Reference Stations FY2758.(CORS). The HARN coordinates for these stations are available FY2758.upon request. Contact Gary Thompson(919-733-3836). FY2758. FY2758.In addition, the published North Carolina positions FY2758.(NAD 83 (1986)) are NOT consistent with those determined in FY2758.adjacent state readjustments. The discontinuity between stations FY2758.located in North Carolina and those in adjacent states FY2758.which have been adjusted to the HARN may be as much as 5 FY2758.decimeters. This will result in a significant loss of accuracy FY2758.over lines crossing such state borders. FY2758 FY2758 FY2758.The horizontal coordinates were established by classical geodetic methods FY2758.and adjusted by the National Geodetic Survey in July 1992. FY2758 FY2758.The NAVD 88 height was computed by applying the VERTCON shift value to FY2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2758 FY2758.The Laplace correction was computed from DEFLEC99 derived deflections. FY2758 FY2758.The geoid height was determined by GEOID03. FY2758 FY2758; North East Units Scale Factor Converg. FY2758;SPC NC - 292,616.063 668,450.529 MT 1.00006857 +0 22 42.8 FY2758;SPC NC - 960,024.53 2,193,074.78 sFT 1.00006857 +0 22 42.8 FY2758;UTM 17 - 4,030,028.512 738,220.610 MT 1.00029925 +1 34 34.5 FY2758 FY2758! - Elev Factor x Scale Factor = Combined Factor FY2758!SPC NC - 0.99998159 x 1.00006857 = 1.00005016 FY2758!UTM 17 - 0.99998159 x 1.00029925 = 1.00028083 FY2758 FY2758: Primary Azimuth Mark Grid Az FY2758:SPC NC - FLEMING 033 16 21.5 FY2758:UTM 17 - FLEMING 032 04 29.8 FY2758 FY2758|---------------------------------------------------------------------| FY2758| PID Reference Object Distance Geod. Az | FY2758| dddmmss.s | FY2758| FY2747 FLEMING APPROX. 1.0 KM 0333904.3 | FY2758| FY0270 DAF=I 6 127.504 METERS 04137 | FY2758|---------------------------------------------------------------------| FY2758 FY2758 SUPERSEDED SURVEY CONTROL FY2758 FY2758 NAD 83(1986)- 36 23 09.24358(N) 078 20 38.88845(W) AD( ) 2 FY2758 NAD 27 - 36 23 08.72064(N) 078 20 39.89871(W) AD( ) 2 FY2758 NGVD 29 (07/19/86) 150.4 (m) 493. (f) VERT ANG FY2758 FY2758.Superseded values are not recommended for survey control. FY2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2758.See file dsdata.txt to determine how the superseded data were derived. FY2758 FY2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3822130029(NAD 83) FY2758_MARKER: DE = TRAVERSE STATION DISK FY2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2758_SP_SET: CONCRETE POST FY2758_STAMPING: PEDESTAL 1969 FY2758_MARK LOGO: NCGS FY2758_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2758+STABILITY: SURFACE MOTION FY2758 FY2758 HISTORY - Date Condition Report By FY2758 HISTORY - 1969 MONUMENTED NCGS FY2758 HISTORY - 1969 GOOD NCGS FY2758 HISTORY - 1985 GOOD USPSQD FY2758 HISTORY - 19850101 GOOD NCGS FY2758 FY2758 STATION DESCRIPTION FY2758 FY2758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2758'PEDESTAL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2758'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2758' FY2758'PEDESTAL IS LOCATED APPROXIMATELY 5.7 MILES NORTHEAST OF FY2758'HENDERSON. TO REACH STATION PROCEED FROM MIDDLEBURG HIGH FY2758'SCHOOL, GO SOUTHWEST ON US 158 (OLD US 1), FOR 1.2 MILES TO FY2758'STATION. WHICH IS ON THE SOUTHEAST SIDE OF US 158 IN LINE WITH FY2758'TP 1786 AND HIGHWAY, AND 0.3 MILE NORTHEAST OF INTERSECTION OF FY2758'SR 1371 WITH US 158. FY2758' FY2758'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2758'PEDESTAL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY2758'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. FY2758' FY2758'MARK IS FY2758' FY2758'15.9 FT SE FO C/L OF US 158 FY2758' FY2758'49.0 FT SE OF FENCE POST ON NW SIDE OF US 158, AND WITH FY2758'ALUMINUM REF. TAG FY2758' FY2758'56.0 FT ESE OF FENCE POST ON NW SIDE OF US 158, AND WITH FY2758'ALUMINUM REF. TAG FY2758' FY2758'49.1 FT WNW OF TP 1786 ON SE SIDE OF US 158, AND WITH ALUMINUM FY2758'REF. TAG FY2758' FY2758'5.0 FT SE OF SE SIDE OF US 158 FY2758 FY2758 STATION RECOVERY (1969) FY2758 FY2758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 FY2758'RECOVERED IN GOOD CONDITION. FY2758 FY2758 STATION RECOVERY (1985) FY2758 FY2758'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2758'RECOVERED IN GOOD CONDITION. FY2758 FY2758 STATION RECOVERY (1985) FY2758 FY2758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FY2758'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES IN FY2758'DESCRIPTION. FY2758'MARK IS 34.26 METERS (112.4 FT) SOUTHWEST OF A POWER POLE, AND 31.58 FY2758'METERS (103.6 FT) NORTH-NORTHEAST OF AN 8-INCH PINE--BOTH WITH FY2758'REFERENCE TAGS. FY2758'PEDESTAL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2758'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2758'PEDESTAL IS LOCATED APPROXIMATELY 5.7 MILES NORTHEAST OF FY2758'HENDERSON. TO REACH STATION PROCEED FROM MIDDLEBURG HIGH FY2758'SCHOOL, GO SOUTHWEST ON US 158 (OLD US 1), FOR 1.2 MILES TO FY2758'STATION. WHICH IS ON THE SOUTHEAST SIDE OF US 158 IN LINE WITH FY2758'TP 1786 AND HIGHWAY, AND 0.3 MILE NORTHEAST OF INTERSECTION OF FY2758'SR 1371 WITH US 158. FY2758'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2758'PEDESTAL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY2758'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. FY2758'MARK IS FY2758'15.9 FT SE FO C/L OF US 158 FY2758'49.0 FT SE OF FENCE POST ON NW SIDE OF US 158, AND WITH FY2758'ALUMINUM REF. TAG FY2758'56.0 FT ESE OF FENCE POST ON NW SIDE OF US 158, AND WITH FY2758'ALUMINUM REF. TAG FY2758'49.1 FT WNW OF TP 1786 ON SE SIDE OF US 158, AND WITH ALUMINUM FY2758'REF. TAG FY2758'5.0 FT SE OF SE SIDE OF US 158 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1806 *********************************************************************** FY1806 DESIGNATION - PERFECT FY1806 PID - FY1806 FY1806 STATE/COUNTY- NC/VANCE FY1806 USGS QUAD - HENDERSON (1982) FY1806 FY1806 *CURRENT SURVEY CONTROL FY1806 ___________________________________________________________________ FY1806* NAD 83(1986)- 36 20 13.05352(N) 078 26 23.43397(W) ADJUSTED FY1806* NAVD 88 - 146.440 (meters) 480.45 (feet) ADJUSTED FY1806 ___________________________________________________________________ FY1806 LAPLACE CORR- -7.40 (seconds) DEFLEC99 FY1806 GEOID HEIGHT- -32.51 (meters) GEOID03 FY1806 DYNAMIC HT - 146.321 (meters) 480.05 (feet) COMP FY1806 MODELED GRAV- 979,811.4 (mgal) NAVD 88 FY1806 FY1806 HORZ ORDER - SECOND FY1806 VERT ORDER - SECOND CLASS I FY1806 FY1806.The North Carolina HARNS have been completed but, FY1806.due to contractual restrictions, coordinates for these stations FY1806.will NOT be published in the near future. In the interim, the FY1806.published coordinates in North Carolina will not be FY1806.consistent with the Continuously Operating Reference Stations FY1806.(CORS). The HARN coordinates for these stations are available FY1806.upon request. Contact Gary Thompson(919-733-3836). FY1806. FY1806.In addition, the published North Carolina positions FY1806.(NAD 83 (1986)) are NOT consistent with those determined in FY1806.adjacent state readjustments. The discontinuity between stations FY1806.located in North Carolina and those in adjacent states FY1806.which have been adjusted to the HARN may be as much as 5 FY1806.decimeters. This will result in a significant loss of accuracy FY1806.over lines crossing such state borders. FY1806 FY1806 FY1806.The horizontal coordinates were established by classical geodetic methods FY1806.and adjusted by the National Geodetic Survey in July 1986. FY1806 FY1806.The orthometric height was determined by differential leveling FY1806.and adjusted by the National Geodetic Survey in June 1991. FY1806 FY1806.The Laplace correction was computed from DEFLEC99 derived deflections. FY1806 FY1806.The geoid height was determined by GEOID03. FY1806 FY1806.The dynamic height is computed by dividing the NAVD 88 FY1806.geopotential number by the normal gravity value computed on the FY1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1806.degrees latitude (g = 980.6199 gals.). FY1806 FY1806.The modeled gravity was interpolated from observed gravity values. FY1806 FY1806; North East Units Scale Factor Converg. FY1806;SPC NC - 287,132.403 659,893.679 MT 1.00005198 +0 19 23.9 FY1806;SPC NC - 942,033.56 2,165,001.18 sFT 1.00005198 +0 19 23.9 FY1806;UTM 17 - 4,024,366.227 729,778.273 MT 1.00025057 +1 31 03.5 FY1806 FY1806! - Elev Factor x Scale Factor = Combined Factor FY1806!SPC NC - 0.99998212 x 1.00005198 = 1.00003410 FY1806!UTM 17 - 0.99998212 x 1.00025057 = 1.00023269 FY1806 FY1806: Primary Azimuth Mark Grid Az FY1806:SPC NC - FENCE 2 075 28 41.9 FY1806:UTM 17 - FENCE 2 074 17 02.3 FY1806 FY1806|---------------------------------------------------------------------| FY1806| PID Reference Object Distance Geod. Az | FY1806| dddmmss.s | FY1806| FY1805 FENCE 2 APPROX. 1.0 KM 0754805.8 | FY1806| FY1807 PICKLES 356.757 METERS 13734 | FY1806|---------------------------------------------------------------------| FY1806 FY1806 SUPERSEDED SURVEY CONTROL FY1806 FY1806 NAD 27 - 36 20 12.52960(N) 078 26 24.43505(W) AD( ) 2 FY1806 NGVD 29 (03/05/92) 146.724 (m) 481.38 (f) ADJUSTED 2 1 FY1806 FY1806.Superseded values are not recommended for survey control. FY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1806.See file dsdata.txt to determine how the superseded data were derived. FY1806 FY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2977824366(NAD 83) FY1806_MARKER: DE = TRAVERSE STATION DISK FY1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1806_SP_SET: CONCRETE POST FY1806_STAMPING: PERFECT 1969 FY1806_MARK LOGO: NCGS FY1806_PROJECTION: PROJECTING 36 CENTIMETERS FY1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1806+STABILITY: SURFACE MOTION FY1806 FY1806 HISTORY - Date Condition Report By FY1806 HISTORY - 1969 MONUMENTED NCGS FY1806 HISTORY - 1973 POOR NCGS FY1806 HISTORY - 1977 GOOD NCGS FY1806 HISTORY - 1978 GOOD NCGS FY1806 HISTORY - 1985 GOOD USPSQD FY1806 FY1806 STATION DESCRIPTION FY1806 FY1806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY1806'PERFECT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1806'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY1806' FY1806'PERFECT IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF FY1806'HENDERSON. STATION IS AT THE INTERSECTION OF SR 1209 WITH FY1806'RAILROAD TRACKS IN NORTHEAST QUADRANT OF INTERSECTION ON WEST FY1806'SIDE OF PROPOSED I-85 ACROSS SR 1209 FROM PARKING LOT FOR FY1806'PERFECT PACKED PRODUCTS CORPORATION. FY1806' FY1806'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY1806'PERFECT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY1806'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY1806' FY1806'MARK IS FY1806' FY1806'32.4 FT NW OF C/L OF SR 1209 FY1806' FY1806'55.2 FT NNE OF C/L OF INTERSECTION OF N RAIL AND SR 1209 FY1806' FY1806'77.4 FT NNE OF 6X6 POST WITH RR CROSS ARM, AND WITH ALUMINUM FY1806'REF. TAG FY1806' FY1806'19.0 FT SW OF ANCHOR POLE ON NW SIDE OF SR 1209, AND WITH FY1806'ALUMINUM REF. TAG FY1806' FY1806'122.7 FT NE OF PP ON SW SIDE OF RR, AND WITH ALUMINUM REF. TAG FY1806' FY1806'98.9 FT NE OF HIGHWAY R/W MARKER ON SW SIDE OF RR FY1806 FY1806 STATION RECOVERY (1973) FY1806 FY1806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (PS) FY1806'PERFECT NCGS PROBABLY DESTROYED (KNOCKED OVER). FY1806 FY1806 STATION RECOVERY (1977) FY1806 FY1806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1806'2.3 MI WEST FROM HENDERSON. FY1806'STATION IS LOCATED NEAR THE NORTHWEST EDGE OF HENDERSON, IN THE FY1806'SOUTHEAST QUADRANT OF THE INTERSECTION OF US 158, SR 1162 DABNEY RD., FY1806'AND THE SOUTHERN RAILROAD AND INSIDE THE SECURITY FENCE OF THE FY1806'PERFECT PICKLE PLANT, APPROXIMATELY 300.0 FT. EAST OF THE CROSSROADS, FY1806'53.5 FT. NORTHEAST OF CENTERLINE OF PLANT ENTRANCE ROAD AT THE FY1806'EASTERNMOST RAIL OF SOUTHERN RAILROAD, 9.0 FT. SOUTH OF THE METAL FY1806'CORRUGATED FENCE, 1.2 FT. EAST OF EAST SIDE OF AN ALUMINUM UTILITY FY1806'BUILDING, 70.8 FT. NORTH OF A PLANT LAMP POST WITH ALUMINUM REF. TAG FY1806'AND 2.2 FT. SOUTH SOUTHWEST OF A METAL WITNESS POST WITH SIGN. FY1806 FY1806 STATION RECOVERY (1978) FY1806 FY1806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1806'THE STATION WAS RECOVERED IN GOOD CONDITION AT THIS TIME (NOTE FY1806'PREVIOUS RECOVERY). FY1806' FY1806'THE AREA HAS BEEN CHANGED AND STATION COULD HAVE BEEN DISTURBED, BUT FY1806'NO OBSERVATION CHECKS COULD BE MADE AT THIS TIME. A COMPLETE NEW FY1806'DESCRIPTION FOLLOWS. FY1806' FY1806'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF HENDERSON, IN THE FY1806'SOUTHEAST QUADRANT OF THE INTERSECTION OF US 158, SR 1162 (DABNEY FY1806'ROAD) AND THE SOUTHERN RAILROAD AND INSIDE THE SECURITY FENCE OF THE FY1806'PERFECT PICKLE PLANT. FY1806' FY1806'STATION MARK IS A STANDARD DISK STAMPED---PERFECT 1969---, SET IN THE FY1806'TOP OF A CONCRETE CYLINDER, WHICH IS 14 INCHES ABOVE THE GROUND FY1806'SURFACE. THE MARK IS APPROXIMATELY 300 FEET EAST OF THE CROSSROADS, FY1806'53.5 FEET NORTHEAST OF THE CENTERLINE OF PLANT ENTRANCE ROAD AT THE FY1806'EASTERNMOST RAIL OF SOUTHERN RAILROAD, 9.0 FEET SOUTH OF THE METAL FY1806'CORRUGATED FENCE, 1.2 FEET EAST OF EAST SIDE OF AN ALUMINUM UTILITY FY1806'BUILDING, 70.8 FEET NORTH OF A PLANT LAMP POST WITH REFERENCE TAG AND FY1806'2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN. FY1806 FY1806 STATION RECOVERY (1985) FY1806 FY1806'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY1806'PERFECT 1969 FOUND GOOD. FY1806' FY1806'MARK NOW ABOUT 1 FOOT ABOVE GROUND SURFACE DUE TO RECENT GRADING. FY1806' FY1806'WITNESS POST HAS BEEN PLACED NEAR THE MARK BUT NOT MENTIONED IN FY1806'DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1807 *********************************************************************** FY1807 DESIGNATION - PICKLES FY1807 PID - FY1807 FY1807 STATE/COUNTY- NC/VANCE FY1807 USGS QUAD - HENDERSON (1982) FY1807 FY1807 *CURRENT SURVEY CONTROL FY1807 ___________________________________________________________________ FY1807* NAD 83(1986)- 36 20 04.51044(N) 078 26 13.78266(W) ADJUSTED FY1807* NAVD 88 - 142.030 (meters) 465.98 (feet) ADJUSTED FY1807 ___________________________________________________________________ FY1807 LAPLACE CORR- -7.39 (seconds) DEFLEC99 FY1807 GEOID HEIGHT- -32.53 (meters) GEOID03 FY1807 DYNAMIC HT - 141.914 (meters) 465.60 (feet) COMP FY1807 MODELED GRAV- 979,810.8 (mgal) NAVD 88 FY1807 FY1807 HORZ ORDER - SECOND FY1807 VERT ORDER - SECOND CLASS I FY1807 FY1807.The North Carolina HARNS have been completed but, FY1807.due to contractual restrictions, coordinates for these stations FY1807.will NOT be published in the near future. In the interim, the FY1807.published coordinates in North Carolina will not be FY1807.consistent with the Continuously Operating Reference Stations FY1807.(CORS). The HARN coordinates for these stations are available FY1807.upon request. Contact Gary Thompson(919-733-3836). FY1807. FY1807.In addition, the published North Carolina positions FY1807.(NAD 83 (1986)) are NOT consistent with those determined in FY1807.adjacent state readjustments. The discontinuity between stations FY1807.located in North Carolina and those in adjacent states FY1807.which have been adjusted to the HARN may be as much as 5 FY1807.decimeters. This will result in a significant loss of accuracy FY1807.over lines crossing such state borders. FY1807 FY1807 FY1807.The horizontal coordinates were established by classical geodetic methods FY1807.and adjusted by the National Geodetic Survey in July 1986. FY1807 FY1807.The orthometric height was determined by differential leveling FY1807.and adjusted by the National Geodetic Survey in June 1991. FY1807 FY1807.The Laplace correction was computed from DEFLEC99 derived deflections. FY1807 FY1807.The geoid height was determined by GEOID03. FY1807 FY1807.The dynamic height is computed by dividing the NAVD 88 FY1807.geopotential number by the normal gravity value computed on the FY1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1807.degrees latitude (g = 980.6199 gals.). FY1807 FY1807.The modeled gravity was interpolated from observed gravity values. FY1807 FY1807; North East Units Scale Factor Converg. FY1807;SPC NC - 286,870.426 660,135.870 MT 1.00005120 +0 19 29.5 FY1807;SPC NC - 941,174.06 2,165,795.77 sFT 1.00005120 +0 19 29.5 FY1807;UTM 17 - 4,024,109.303 730,025.921 MT 1.00025197 +1 31 08.9 FY1807 FY1807! - Elev Factor x Scale Factor = Combined Factor FY1807!SPC NC - 0.99998281 x 1.00005120 = 1.00003401 FY1807!UTM 17 - 0.99998281 x 1.00025197 = 1.00023478 FY1807 FY1807: Primary Azimuth Mark Grid Az FY1807:SPC NC - PARHAM 230 31 39.3 FY1807:UTM 17 - PARHAM 229 19 59.9 FY1807 FY1807|---------------------------------------------------------------------| FY1807| PID Reference Object Distance Geod. Az | FY1807| dddmmss.s | FY1807| FY1808 PARHAM APPROX. 1.4 KM 2305108.8 | FY1807| FY1806 PERFECT 356.757 METERS 31734 | FY1807|---------------------------------------------------------------------| FY1807 FY1807 SUPERSEDED SURVEY CONTROL FY1807 FY1807 NAD 27 - 36 20 03.98645(N) 078 26 14.78433(W) AD( ) 2 FY1807 NGVD 29 (03/05/92) 142.314 (m) 466.91 (f) ADJUSTED 2 1 FY1807 FY1807.Superseded values are not recommended for survey control. FY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1807.See file dsdata.txt to determine how the superseded data were derived. FY1807 FY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3002624109(NAD 83) FY1807_MARKER: DE = TRAVERSE STATION DISK FY1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1807_SP_SET: CONCRETE POST FY1807_STAMPING: PICKLES 1971 FY1807_MARK LOGO: NCGS FY1807_PROJECTION: PROJECTING 8 CENTIMETERS FY1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1807+STABILITY: SURFACE MOTION FY1807 FY1807 HISTORY - Date Condition Report By FY1807 HISTORY - 1971 MONUMENTED NCGS FY1807 HISTORY - 1977 GOOD NCGS FY1807 HISTORY - 1978 GOOD NCGS FY1807 FY1807 STATION DESCRIPTION FY1807 FY1807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY1807'PICKLES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1807'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY1807' FY1807'PICKLES IS LOCATED APPROXIMATELY 2.0 MILES WEST OF HENDERSON. FY1807'STATION IS AT INTERSECTION OF I-85, SR 1162 (DABNEY DR.) AND SOUTHERN FY1807'RAILROAD. LOCATED NORTH OF I-85 AND BETWEEN SR 1162 AND FY1807'SOUTHERN RR. AND 0.3 MILE SOUTHEAST OF INTERSECTION OF US 158 FY1807'BYPASS AND SR 1162. FY1807' FY1807'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY1807'PICKLES 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY1807'WHICH IS 3 INCHES ABOVE THE GROUND. FY1807' FY1807'MARK IS FY1807'88.6 FEET N OF C/L OF SR 1162 (DABNEY DR.). FY1807'2.5 FEET W OF SW END OF A RR BRIDGE OVER I-85. FY1807'8.0 FEET S OF S RAIL OF A SINGLE TRACK RR (SOUTHERN). FY1807'61.2 FEET N OF ALUMINUM REF. TAG ON PP. FY1807'46.3 FEET NE OF TOP OF END SECURITY FENCE POST. FY1807'52.0 FEET NW OF R/W MARKER. FY1807'56.6 FEET N OF NW END OF BRIDGE OVER I-85. FY1807 FY1807 STATION RECOVERY (1977) FY1807 FY1807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1807'2.0 MI WEST FROM HENDERSON. FY1807'STATION IS AT THE SR 1162 DABNEY DR. AND SOUTHERN RAILROAD OVERPASS OF FY1807'I 85 AT NORTHWEST END OF RAILROAD BRIDGE AND ON SOUTHWEST SIDE OF FY1807'TRACKS, 88.6 FT. NORTH NORTHEAST OF CENTERLINE OF SR 1162 DABNEY DR., FY1807'2.3 FT. WEST NORTHWEST OF WESTERNMOST CORNER OF RAILROAD BRIDGE, 8.0 FY1807'FT. SOUTH SOUTHWEST OF SOUTH RAIL OF TRACKS, 60.9 FT. NORTHEAST OF FY1807'POWER POLE WITH ALUMINUM REF. TAG, 46.1 FT. EAST NORTHEAST OF END FY1807'FENCE POST, 52.0 FT. SOUTH SOUTHWEST OF RIGHT OF WAY MARKER AND FY1807'55.8 FT. NORTH NORTHEAST OF NORTHEAST CORNER OF SR 1162 BRIDGE. FY1807 FY1807 STATION RECOVERY (1978) FY1807 FY1807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1807'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1807'DESCRIPTION FOLLOWS. FY1807' FY1807'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES WEST OF HENDERSON. FY1807' FY1807'STATION IS AT THE SR 1162 (DABNEY DRIVE) AND SOUTHERN RAILROAD FY1807'OVERPASS OF I-85 AT NORTHWEST END OF RAILROAD BRIDGE AND ON SOUTHWEST FY1807'SIDE OF TRACKS. FY1807' FY1807'STATION MARK IS A STANDARD DISK STAMPED---PICKLES 1971---, SET IN THE FY1807'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND FY1807'SURFACE. THE MARK IS 88.6 FEET NORTH-NORTHEAST OF THE CENTERLINE OF FY1807'SR 1162 (DABNEY DRIVE), 2.3 FEET WEST-NORTHWEST OF WESTERNMOST FY1807'CONCRETE RAILROAD BRIDGE, 8.0 FEET SOUTH-SOUTHWEST OF SOUTH RAIL OF FY1807'TRACKS, 60.9 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG, 46.0 FY1807'FEET EAST-NORTHEAST OF END FENCE POST, 52.0 FEET SOUTH-SOUTHWEST OF FY1807'RIGHT-OF-WAY MARKER AND 55.8 FEET NORTH-NORTHEAST OF NORTHEAST CORNER FY1807'OF SR 1162 BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4465 *********************************************************************** FY4465 DESIGNATION - PINES FY4465 PID - FY4465 FY4465 STATE/COUNTY- NC/VANCE FY4465 USGS QUAD - JOHN H KERR DAM (1981) FY4465 FY4465 *CURRENT SURVEY CONTROL FY4465 ___________________________________________________________________ FY4465* NAD 83(1986)- 36 32 18.76778(N) 078 21 21.64565(W) ADJUSTED FY4465* NAVD 88 - 108.6 (meters) 356. (feet) VERTCON FY4465 ___________________________________________________________________ FY4465 LAPLACE CORR- -7.00 (seconds) DEFLEC99 FY4465 GEOID HEIGHT- -32.49 (meters) GEOID03 FY4465 FY4465 HORZ ORDER - SECOND FY4465 FY4465.The North Carolina HARNS have been completed but, FY4465.due to contractual restrictions, coordinates for these stations FY4465.will NOT be published in the near future. In the interim, the FY4465.published coordinates in North Carolina will not be FY4465.consistent with the Continuously Operating Reference Stations FY4465.(CORS). The HARN coordinates for these stations are available FY4465.upon request. Contact Gary Thompson(919-733-3836). FY4465. FY4465.In addition, the published North Carolina positions FY4465.(NAD 83 (1986)) are NOT consistent with those determined in FY4465.adjacent state readjustments. The discontinuity between stations FY4465.located in North Carolina and those in adjacent states FY4465.which have been adjusted to the HARN may be as much as 5 FY4465.decimeters. This will result in a significant loss of accuracy FY4465.over lines crossing such state borders. FY4465 FY4465 FY4465.The horizontal coordinates were established by classical geodetic methods FY4465.and adjusted by the National Geodetic Survey in July 1992. FY4465 FY4465.The NAVD 88 height was computed by applying the VERTCON shift value to FY4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4465 FY4465.The Laplace correction was computed from DEFLEC99 derived deflections. FY4465 FY4465.The geoid height was determined by GEOID03. FY4465 FY4465; North East Units Scale Factor Converg. FY4465;SPC NC - 309,549.102 667,274.949 MT 1.00012505 +0 22 18.1 FY4465;SPC NC - 1,015,579.01 2,189,217.90 sFT 1.00012505 +0 22 18.1 FY4465;UTM 17 - 4,046,936.562 736,690.233 MT 1.00029027 +1 34 29.5 FY4465 FY4465! - Elev Factor x Scale Factor = Combined Factor FY4465!SPC NC - 0.99998806 x 1.00012505 = 1.00011310 FY4465!UTM 17 - 0.99998806 x 1.00029027 = 1.00027832 FY4465 FY4465 SUPERSEDED SURVEY CONTROL FY4465 FY4465 NGVD 29 (07/10/92) 108.9 (m) 357. (f) VERT ANG FY4465 FY4465.Superseded values are not recommended for survey control. FY4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4465.See file dsdata.txt to determine how the superseded data were derived. FY4465 FY4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3669046937(NAD 83) FY4465_MARKER: DH = HORIZONTAL CONTROL DISK FY4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4465_SP_SET: CONCRETE POST FY4465_STAMPING: PINES 1985 FY4465_MARK LOGO: NCGS FY4465_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4465+STABILITY: SURFACE MOTION FY4465 FY4465 HISTORY - Date Condition Report By FY4465 HISTORY - 1985 MONUMENTED NCGS FY4465 FY4465 STATION DESCRIPTION FY4465 FY4465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4465'STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTHEAST OF TOWNSVILLE AND FY4465'23.5 KM (14.60 MI) NORTH OF HENDERSON. FY4465'ALONG SR 1359 (ROAD TO HENDERSON POINT) FOR 0.8 KM (0.5 MI) FY4465'WEST-NORTHWEST FROM THE ENTRANCE TO HENDERSON POINT STATE PARK, OR 1.4 FY4465'KM (0.85 MI) EAST-SOUTHEAST OF SR 1356, AND ON SOUTH SIDE OF ROAD ON FY4465'PROLONGATION OF THE CENTERLINE OF A FIELD ROAD (NORTHEAST). FY4465'MARK IS A STANDARD NCGS DISK STAMPED---PINES 1985---, SET INTO THE TOP FY4465'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4465'LOCATED 9.60 METERS (31.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF FY4465'ROAD, 11.58 METERS (38.0 FT) SOUTHWEST FROM THE CENTERLINE FY4465'INTERSECTION OF ROAD AND FIELD ROAD,--AND 5.88 METERS (19.3 FT) EAST FY4465'FROM A POWER POLE AND 8.29 METERS (27.2 FT) WEST-NORTHWEST FROM A FY4465'TELEPHONE PEDESTAL (25 S) WITH SUPPORT POST--BOTH WITH REFERENCE TAGS. FY4465'MARK IS 3 FEET ABOVE HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4466 *********************************************************************** FY4466 DESIGNATION - POLE FY4466 PID - FY4466 FY4466 STATE/COUNTY- NC/VANCE FY4466 USGS QUAD - MIDDLEBURG (1982) FY4466 FY4466 *CURRENT SURVEY CONTROL FY4466 ___________________________________________________________________ FY4466* NAD 83(1986)- 36 28 45.79105(N) 078 20 34.36090(W) ADJUSTED FY4466* NAVD 88 - 102.5 (meters) 336. (feet) VERTCON FY4466 ___________________________________________________________________ FY4466 LAPLACE CORR- -6.51 (seconds) DEFLEC99 FY4466 GEOID HEIGHT- -32.66 (meters) GEOID03 FY4466 FY4466 HORZ ORDER - SECOND FY4466 FY4466.The North Carolina HARNS have been completed but, FY4466.due to contractual restrictions, coordinates for these stations FY4466.will NOT be published in the near future. In the interim, the FY4466.published coordinates in North Carolina will not be FY4466.consistent with the Continuously Operating Reference Stations FY4466.(CORS). The HARN coordinates for these stations are available FY4466.upon request. Contact Gary Thompson(919-733-3836). FY4466. FY4466.In addition, the published North Carolina positions FY4466.(NAD 83 (1986)) are NOT consistent with those determined in FY4466.adjacent state readjustments. The discontinuity between stations FY4466.located in North Carolina and those in adjacent states FY4466.which have been adjusted to the HARN may be as much as 5 FY4466.decimeters. This will result in a significant loss of accuracy FY4466.over lines crossing such state borders. FY4466 FY4466 FY4466.The horizontal coordinates were established by classical geodetic methods FY4466.and adjusted by the National Geodetic Survey in July 1992. FY4466 FY4466.The NAVD 88 height was computed by applying the VERTCON shift value to FY4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4466 FY4466.The Laplace correction was computed from DEFLEC99 derived deflections. FY4466 FY4466.The geoid height was determined by GEOID03. FY4466 FY4466; North East Units Scale Factor Converg. FY4466;SPC NC - 302,991.292 668,494.696 MT 1.00010231 +0 22 45.4 FY4466;SPC NC - 994,063.93 2,193,219.68 sFT 1.00010231 +0 22 45.4 FY4466;UTM 17 - 4,040,404.607 738,047.545 MT 1.00029822 +1 34 49.8 FY4466 FY4466! - Elev Factor x Scale Factor = Combined Factor FY4466!SPC NC - 0.99998904 x 1.00010231 = 1.00009135 FY4466!UTM 17 - 0.99998904 x 1.00029822 = 1.00028726 FY4466 FY4466 SUPERSEDED SURVEY CONTROL FY4466 FY4466 NGVD 29 (07/10/92) 102.8 (m) 337. (f) VERT ANG FY4466 FY4466.Superseded values are not recommended for survey control. FY4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4466.See file dsdata.txt to determine how the superseded data were derived. FY4466 FY4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3804840405(NAD 83) FY4466_MARKER: DH = HORIZONTAL CONTROL DISK FY4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4466_SP_SET: CONCRETE POST FY4466_STAMPING: POLE 1985 FY4466_MARK LOGO: NCGS FY4466_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4466+STABILITY: SURFACE MOTION FY4466 FY4466 HISTORY - Date Condition Report By FY4466 HISTORY - 1985 MONUMENTED NCGS FY4466 FY4466 STATION DESCRIPTION FY4466 FY4466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4466'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTHWEST OF DREWRY, AND 17.4 FY4466'KM (10.80 MI) NORTH-NORTHEAST OF HENDERSON. FY4466'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4466'FROM DREWRY, TO SR 1365 ON RIGHT, THENCE ALONG SR 1365, 2.5 KM FY4466'(1.55 MI) NORTH-NORTHWEST TO STATION ON LEFT, APPROXIMATELY 300 FEET FY4466'BEYOND END OF PAVEMENT, IN RIGHT OF WAY OF POWER LINE AND AT RIGHT FY4466'ANGLE IN LINE. FY4466'STATION IS A STANDARD NCGS DISK STAMPED---POLE 1985---, SET INTO THE FY4466'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4466'LOCATED 13.4 METERS (44 FT) WEST FROM THE CENTERLINE OF ROAD, 7.01 FY4466'METERS (23.0 FT) WEST FROM A GUY WIRE BASE--AND 2.72 METERS (8.9 FT) FY4466'SOUTH-SOUTHWEST FROM A POWER POLE, 6.00 METERS (19.7 FT) NORTHWEST FY4466'FROM AN 8 INCH PINE, 7.35 METERS (24.1 FT) NORTHEAST FROM AN 8 INCH FY4466'PINE--ALL WITH REFERENCE TAGS. FY4466'MARK IS 3 FEET ABOVE ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2736 *********************************************************************** FY2736 DESIGNATION - POND FY2736 PID - FY2736 FY2736 STATE/COUNTY- NC/VANCE FY2736 USGS QUAD - KITTRELL (1979) FY2736 FY2736 *CURRENT SURVEY CONTROL FY2736 ___________________________________________________________________ FY2736* NAD 83(1986)- 36 14 59.45387(N) 078 25 57.16554(W) ADJUSTED FY2736* NAVD 88 - 129.4 (meters) 425. (feet) VERTCON FY2736 ___________________________________________________________________ FY2736 LAPLACE CORR- -7.28 (seconds) DEFLEC99 FY2736 GEOID HEIGHT- -32.69 (meters) GEOID03 FY2736 FY2736 HORZ ORDER - SECOND FY2736 FY2736.The North Carolina HARNS have been completed but, FY2736.due to contractual restrictions, coordinates for these stations FY2736.will NOT be published in the near future. In the interim, the FY2736.published coordinates in North Carolina will not be FY2736.consistent with the Continuously Operating Reference Stations FY2736.(CORS). The HARN coordinates for these stations are available FY2736.upon request. Contact Gary Thompson(919-733-3836). FY2736. FY2736.In addition, the published North Carolina positions FY2736.(NAD 83 (1986)) are NOT consistent with those determined in FY2736.adjacent state readjustments. The discontinuity between stations FY2736.located in North Carolina and those in adjacent states FY2736.which have been adjusted to the HARN may be as much as 5 FY2736.decimeters. This will result in a significant loss of accuracy FY2736.over lines crossing such state borders. FY2736 FY2736 FY2736.The horizontal coordinates were established by classical geodetic methods FY2736.and adjusted by the National Geodetic Survey in July 1986. FY2736 FY2736.The NAVD 88 height was computed by applying the VERTCON shift value to FY2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2736 FY2736.The Laplace correction was computed from DEFLEC99 derived deflections. FY2736 FY2736.The geoid height was determined by GEOID03. FY2736 FY2736; North East Units Scale Factor Converg. FY2736;SPC NC - 277,469.690 660,604.054 MT 1.00002428 +0 19 39.1 FY2736;SPC NC - 910,331.81 2,167,331.80 sFT 1.00002428 +0 19 39.1 FY2736;UTM 17 - 4,014,718.319 730,689.841 MT 1.00025575 +1 31 07.8 FY2736 FY2736! - Elev Factor x Scale Factor = Combined Factor FY2736!SPC NC - 0.99998482 x 1.00002428 = 1.00000910 FY2736!UTM 17 - 0.99998482 x 1.00025575 = 1.00024057 FY2736 FY2736: Primary Azimuth Mark Grid Az FY2736:SPC NC - TENANT 196 18 52.5 FY2736:UTM 17 - TENANT 195 07 23.8 FY2736 FY2736|---------------------------------------------------------------------| FY2736| PID Reference Object Distance Geod. Az | FY2736| dddmmss.s | FY2736| FY2042 TENANT APPROX. 1.4 KM 1963831.6 | FY2736|---------------------------------------------------------------------| FY2736 FY2736 SUPERSEDED SURVEY CONTROL FY2736 FY2736 NAD 27 - 36 14 58.92230(N) 078 25 58.17242(W) AD( ) 2 FY2736 NGVD 29 (07/19/86) 129.7 (m) 426. (f) VERT ANG FY2736 FY2736.Superseded values are not recommended for survey control. FY2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2736.See file dsdata.txt to determine how the superseded data were derived. FY2736 FY2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3069014718(NAD 83) FY2736_MARKER: DE = TRAVERSE STATION DISK FY2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2736_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2736_MAGNETIC: N = NO MAGNETIC MATERIAL FY2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2736+STABILITY: SURFACE MOTION FY2736 FY2736 HISTORY - Date Condition Report By FY2736 HISTORY - 1976 MONUMENTED NCGS FY2736 FY2736 STATION DESCRIPTION FY2736 FY2736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2736'POND IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY FY2736'2.0 MILES NORTH-NORTHEAST OF KITTRELL AND 5.8 MILES SOUTH-SOUTHWEST OF FY2736'HENDERSON, NORTH CAROLINA. FY2736' FY2736'TO REACH STATION FROM THE US 1 BYPASS OVERPASS OF US 1 BUSINESS SOUTH FY2736'OF HENDERSON, PROCEED SOUTHWESTERLY ALONG US 1 BYPASS FOR 2.15 MILES FY2736'TO STATION ON THE RIGHT, ON TOP OF A 10 FOOT CUT AND DIRECTLY ACROSS FY2736'HIGHWAY FROM A POND, AND 0.05 MILE NORTH OF SR 1107 CROSSROAD. FY2736' FY2736'STATION MARK IS A STANDARD BRASS DISK, STAMPED---POND 1976---, SET IN FY2736'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2736'SURFACE OF THE GROUND. THE MARK IS 89.6 FEET WEST-NORTHWEST OF THE FY2736'CENTERLINE OF US 1, 106.2 FEET NORTHEAST OF POWER POLE WITH ALUMINUM FY2736'TAG, 41.8 FEET SOUTH-SOUTHWEST OF 8 INCH PINE WITH ALUMINUM TAG, 18.9 FY2736'FEET SOUTH-SOUTHEAST OF 5 INCH PINE WITH ALUMINUM TAG, AND 13.3 FEET FY2736'EAST OF 3 INCH PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2047 *********************************************************************** FY2047 DESIGNATION - PULLEY FY2047 PID - FY2047 FY2047 STATE/COUNTY- NC/VANCE FY2047 USGS QUAD - KITTRELL (1979) FY2047 FY2047 *CURRENT SURVEY CONTROL FY2047 ___________________________________________________________________ FY2047* NAD 83(1986)- 36 11 17.56635(N) 078 26 57.18467(W) ADJUSTED FY2047* NAVD 88 - 108.064 (meters) 354.54 (feet) ADJUSTED FY2047 ___________________________________________________________________ FY2047 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2047 GEOID HEIGHT- -32.73 (meters) GEOID03 FY2047 DYNAMIC HT - 107.974 (meters) 354.24 (feet) COMP FY2047 MODELED GRAV- 979,804.8 (mgal) NAVD 88 FY2047 FY2047 HORZ ORDER - SECOND FY2047 VERT ORDER - FIRST CLASS II FY2047 FY2047.The North Carolina HARNS have been completed but, FY2047.due to contractual restrictions, coordinates for these stations FY2047.will NOT be published in the near future. In the interim, the FY2047.published coordinates in North Carolina will not be FY2047.consistent with the Continuously Operating Reference Stations FY2047.(CORS). The HARN coordinates for these stations are available FY2047.upon request. Contact Gary Thompson(919-733-3836). FY2047. FY2047.In addition, the published North Carolina positions FY2047.(NAD 83 (1986)) are NOT consistent with those determined in FY2047.adjacent state readjustments. The discontinuity between stations FY2047.located in North Carolina and those in adjacent states FY2047.which have been adjusted to the HARN may be as much as 5 FY2047.decimeters. This will result in a significant loss of accuracy FY2047.over lines crossing such state borders. FY2047 FY2047 FY2047.The horizontal coordinates were established by classical geodetic methods FY2047.and adjusted by the National Geodetic Survey in July 1986. FY2047 FY2047.The orthometric height was determined by differential leveling FY2047.and adjusted by the National Geodetic Survey in June 1991. FY2047 FY2047.The Laplace correction was computed from DEFLEC99 derived deflections. FY2047 FY2047.The geoid height was determined by GEOID03. FY2047 FY2047.The dynamic height is computed by dividing the NAVD 88 FY2047.geopotential number by the normal gravity value computed on the FY2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2047.degrees latitude (g = 980.6199 gals.). FY2047 FY2047.The modeled gravity was interpolated from observed gravity values. FY2047 FY2047; North East Units Scale Factor Converg. FY2047;SPC NC - 270,621.997 659,143.537 MT 1.00000608 +0 19 04.4 FY2047;SPC NC - 887,865.67 2,162,540.09 sFT 1.00000608 +0 19 04.4 FY2047;UTM 17 - 4,007,840.140 729,371.547 MT 1.00024829 +1 30 24.3 FY2047 FY2047! - Elev Factor x Scale Factor = Combined Factor FY2047!SPC NC - 0.99998818 x 1.00000608 = 0.99999426 FY2047!UTM 17 - 0.99998818 x 1.00024829 = 1.00023646 FY2047 FY2047: Primary Azimuth Mark Grid Az FY2047:SPC NC - A ROBERTSON 161 37 20.7 FY2047:UTM 17 - A ROBERTSON 160 26 00.8 FY2047 FY2047|---------------------------------------------------------------------| FY2047| PID Reference Object Distance Geod. Az | FY2047| dddmmss.s | FY2047| FY2738 A ROBERTSON 470.487 METERS 1615625.1 | FY2047| FY2046 R EDWARDS 307.154 METERS 33415 | FY2047|---------------------------------------------------------------------| FY2047 FY2047 SUPERSEDED SURVEY CONTROL FY2047 FY2047 NAD 27 - 36 11 17.02992(N) 078 26 58.18933(W) AD( ) 2 FY2047 NGVD 29 (03/05/92) 108.353 (m) 355.49 (f) ADJUSTED 1 2 FY2047 FY2047.Superseded values are not recommended for survey control. FY2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2047.See file dsdata.txt to determine how the superseded data were derived. FY2047 FY2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2937207840(NAD 83) FY2047_MARKER: DE = TRAVERSE STATION DISK FY2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2047_SP_SET: CONCRETE POST FY2047_STAMPING: PULLEY 1976 FY2047_MARK LOGO: NCGS FY2047_PROJECTION: FLUSH FY2047_MAGNETIC: N = NO MAGNETIC MATERIAL FY2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2047+STABILITY: SURFACE MOTION FY2047 FY2047 HISTORY - Date Condition Report By FY2047 HISTORY - 1976 MONUMENTED NCGS FY2047 HISTORY - 1979 GOOD NCGS FY2047 FY2047 STATION DESCRIPTION FY2047 FY2047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2047'PULLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2047'APPROXIMATELY 2.4 MILES SOUTH-SOUTHWEST OF KITTRELL AND 5.8 MILES FY2047'NORTH OF FRANKLINTON (FRANKLIN COUNTY), NORTH CAROLINA. FY2047' FY2047'TO REACH STATION FROM INTERSECTION OF US 1 WITH SR 1105 (OXFORD RD.) FY2047'IN KITTRELL, PROCEED SOUTHERLY ALONG US 1 FOR 2.4 MILES TO STATION ON FY2047'THE LEFT, ACROSS HIGHWAY FROM AND ON THE PROLONGATION OF THE NORTH FY2047'SIDE OF MALCOLM E. PULLEY, JR. ONE STORY WHITE FRAME HOUSE, AND 0.15 FY2047'MILE SOUTH OF INTERSECTION WITH SR 1100 AND SR 1555. FY2047' FY2047'STATION MARK IS A STANDARD BRASS DISK, STAMPED---PULLEY 1976---, SET FY2047'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2047'SURFACE OF THE GROUND. THE MARK IS 30.9 FEET EAST-NORTHEAST OF THE FY2047'CENTERLINE OF US 1, 48.9 FEET WEST-SOUTHWEST OF WEST RAIL OF SEABOARD FY2047'COAST LINE RAILROAD, 112.3 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE WITH FY2047'ALUMINUM TAG ON EAST SIDE OF TRACKS, 144.3 FEET SOUTH OF TELEPHONE FY2047'POLE WITH ALUMINUM TAG ON WEST SIDE OF TRACKS, AND 12.4 FEET WEST- FY2047'NORTHWEST OF 24 INCH OAK WITH ALUMINUM TAG. FY2047 FY2047 STATION RECOVERY (1979) FY2047 FY2047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2047'2.4 MI SSW FROM KITTRELL. FY2047'2.45 MILES SOUTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1105 IN FY2047'KITTRELL, OR 0.15 MILE SOUTH OF SR 1100 AND SR 1555 CROSSROADS, ACROSS FY2047'HIGHWAY FROM AND ON PROLONGATION OF NORTH SIDE OF MALCOLM E. PULLEYS FY2047'WHITE FRAME HOUSE, 30.9 FEET NORTHEAST OF CENTERLINE FY2047'OF HIGHWAY, 48.9 FEET SOUTHWEST OF WEST RAIL OF RAILROAD, 12.4 FY2047'FEET NORTHWEST OF 24-INCH OAK WITH REFERENCE TAG, 112.3 FEET FY2047'SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG AND 144.3 FEET FY2047'SOUTH OF TELEPHONE POLE WITH REFERENCE TAG. FY2047'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2046 *********************************************************************** FY2046 DESIGNATION - R EDWARDS FY2046 PID - FY2046 FY2046 STATE/COUNTY- NC/VANCE FY2046 USGS QUAD - KITTRELL (1979) FY2046 FY2046 *CURRENT SURVEY CONTROL FY2046 ___________________________________________________________________ FY2046* NAD 83(1986)- 36 11 26.54199(N) 078 27 02.52528(W) ADJUSTED FY2046* NAVD 88 - 106.485 (meters) 349.36 (feet) ADJUSTED FY2046 ___________________________________________________________________ FY2046 LAPLACE CORR- -7.32 (seconds) DEFLEC99 FY2046 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2046 DYNAMIC HT - 106.397 (meters) 349.07 (feet) COMP FY2046 MODELED GRAV- 979,805.3 (mgal) NAVD 88 FY2046 FY2046 HORZ ORDER - SECOND FY2046 VERT ORDER - FIRST CLASS II FY2046 FY2046.The North Carolina HARNS have been completed but, FY2046.due to contractual restrictions, coordinates for these stations FY2046.will NOT be published in the near future. In the interim, the FY2046.published coordinates in North Carolina will not be FY2046.consistent with the Continuously Operating Reference Stations FY2046.(CORS). The HARN coordinates for these stations are available FY2046.upon request. Contact Gary Thompson(919-733-3836). FY2046. FY2046.In addition, the published North Carolina positions FY2046.(NAD 83 (1986)) are NOT consistent with those determined in FY2046.adjacent state readjustments. The discontinuity between stations FY2046.located in North Carolina and those in adjacent states FY2046.which have been adjusted to the HARN may be as much as 5 FY2046.decimeters. This will result in a significant loss of accuracy FY2046.over lines crossing such state borders. FY2046 FY2046 FY2046.The horizontal coordinates were established by classical geodetic methods FY2046.and adjusted by the National Geodetic Survey in July 1986. FY2046 FY2046.The orthometric height was determined by differential leveling FY2046.and adjusted by the National Geodetic Survey in June 1991. FY2046 FY2046.The Laplace correction was computed from DEFLEC99 derived deflections. FY2046 FY2046.The geoid height was determined by GEOID03. FY2046 FY2046.The dynamic height is computed by dividing the NAVD 88 FY2046.geopotential number by the normal gravity value computed on the FY2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2046.degrees latitude (g = 980.6199 gals.). FY2046 FY2046.The modeled gravity was interpolated from observed gravity values. FY2046 FY2046; North East Units Scale Factor Converg. FY2046;SPC NC - 270,897.910 659,008.568 MT 1.00000680 +0 19 01.3 FY2046;SPC NC - 888,770.89 2,162,097.28 sFT 1.00000680 +0 19 01.3 FY2046;UTM 17 - 4,008,113.260 729,230.849 MT 1.00024749 +1 30 21.4 FY2046 FY2046! - Elev Factor x Scale Factor = Combined Factor FY2046!SPC NC - 0.99998842 x 1.00000680 = 0.99999522 FY2046!UTM 17 - 0.99998842 x 1.00024749 = 1.00023591 FY2046 FY2046: Primary Azimuth Mark Grid Az FY2046:SPC NC - WHISTLE 355 25 35.2 FY2046:UTM 17 - WHISTLE 354 14 15.1 FY2046 FY2046|---------------------------------------------------------------------| FY2046| PID Reference Object Distance Geod. Az | FY2046| dddmmss.s | FY2046| FY2047 PULLEY 307.154 METERS 15415 | FY2046| FY2740 WHISTLE APPROX. 0.5 KM 3554436.5 | FY2046|---------------------------------------------------------------------| FY2046 FY2046 SUPERSEDED SURVEY CONTROL FY2046 FY2046 NAD 27 - 36 11 26.00570(N) 078 27 03.52985(W) AD( ) 2 FY2046 NGVD 29 (03/05/92) 106.774 (m) 350.31 (f) ADJUSTED 1 2 FY2046 FY2046.Superseded values are not recommended for survey control. FY2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2046.See file dsdata.txt to determine how the superseded data were derived. FY2046 FY2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2923108113(NAD 83) FY2046_MARKER: DE = TRAVERSE STATION DISK FY2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2046_SP_SET: CONCRETE POST FY2046_STAMPING: R EDWARDS 1976 FY2046_MARK LOGO: NCGS FY2046_PROJECTION: FLUSH FY2046_MAGNETIC: N = NO MAGNETIC MATERIAL FY2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2046+STABILITY: SURFACE MOTION FY2046 FY2046 HISTORY - Date Condition Report By FY2046 HISTORY - 1976 MONUMENTED NCGS FY2046 HISTORY - 1979 GOOD NCGS FY2046 FY2046 STATION DESCRIPTION FY2046 FY2046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2046'R EDWARDS IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2046'APPROXIMATELY 2.3 MILES SOUTH-SOUTHWEST OF KITTRELL AND 6.0 MILES FY2046'NORTH OF FRANKLINTON (FRANKLIN COUNTY), NORTH CAROLINA. FY2046' FY2046'TO REACH STATION FROM THE INTERSECTION OF US 1 WITH SR 1105 (OXFORD FY2046'RD.) IN KITTRELL, PROCEED SOUTHERLY ALONG US 1 FOR 2.25 MILES TO THE FY2046'INTERSECTION WITH SR 1100 (SOUTHWEST) AND SR 1555 (NORTHEAST) AND FY2046'STATION ON THE RIGHT, IN THE NORTHWEST QUADRANT. FY2046' FY2046'STATION MARK IS A STANDARD BRASS DISK, STAMPED---R EDWARDS 1976---, FY2046'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH FY2046'THE SURFACE OF THE GROUND. THE MARK IS 43.5 FEET WEST-SOUTHWEST OF FY2046'THE CENTERLINE OF US 1, 45.7 FEET NORTH-NORTHWEST OF THE CENTERLINE OF FY2046'SR 1100, 5.6 FEET NORTH-NORTHWEST OF CENTER OF TOP OF TELEPHONE FY2046'PEDESTAL, 87.8 FEET WEST-SOUTHWEST OF TELEPHONE POLE WITH ALUMINUM TAG FY2046', 91.2 FEET NORTHEAST OF 18 INCH GUM WITH ALUMINUM TAG, AND 58.0 FEET FY2046'SOUTH-SOUTHEAST OF 6 INCH POPLAR WITH ALUMINUM TAG. FY2046 FY2046 STATION RECOVERY (1979) FY2046 FY2046'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2046'2.3 MI SSW FROM KITTRELL. FY2046'2.25 MILES SOUTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1105 IN FY2046'KITTRELL, IN WEST QUADRANT OF INTERSECTION WITH SR 1100 ON RIGHT FY2046'AND ACROSS HIGHWAY FROM SR 1555-RAILROAD CROSSING, 43.5 FEET FY2046'SOUTHWEST OF CENTERLINE OF HIGHWAY, 45.7 FEET NORTHWEST OF FY2046'CENTERLINE OF ROAD, 5.6 FEET NORTHWEST OF LARGE TELEPHONE POLE FY2046'PEDESTAL, 3.2 FEET NORTH OF SMALL TELEPHONE POLE PEDESTAL, 91.2 FY2046'FEET NORTHEAST OF 18-INCH GUM WITH REFERENCE TAG AND 58.0 FEET FY2046'SOUTHEAST OF 10-INCH POPLAR WITH REFERENCE TAG. FY2046'THE MARK IS 2 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2730 *********************************************************************** FY2730 DESIGNATION - RAIL FY2730 PID - FY2730 FY2730 STATE/COUNTY- NC/VANCE FY2730 USGS QUAD - KITTRELL (1979) FY2730 FY2730 *CURRENT SURVEY CONTROL FY2730 ___________________________________________________________________ FY2730* NAD 83(1986)- 36 13 02.23108(N) 078 26 37.78490(W) ADJUSTED FY2730* NAVD 88 - 126. (meters) 413. (feet) VERTCON FY2730 ___________________________________________________________________ FY2730 LAPLACE CORR- -7.30 (seconds) DEFLEC99 FY2730 GEOID HEIGHT- -32.70 (meters) GEOID03 FY2730 FY2730 HORZ ORDER - SECOND FY2730 FY2730.The North Carolina HARNS have been completed but, FY2730.due to contractual restrictions, coordinates for these stations FY2730.will NOT be published in the near future. In the interim, the FY2730.published coordinates in North Carolina will not be FY2730.consistent with the Continuously Operating Reference Stations FY2730.(CORS). The HARN coordinates for these stations are available FY2730.upon request. Contact Gary Thompson(919-733-3836). FY2730. FY2730.In addition, the published North Carolina positions FY2730.(NAD 83 (1986)) are NOT consistent with those determined in FY2730.adjacent state readjustments. The discontinuity between stations FY2730.located in North Carolina and those in adjacent states FY2730.which have been adjusted to the HARN may be as much as 5 FY2730.decimeters. This will result in a significant loss of accuracy FY2730.over lines crossing such state borders. FY2730 FY2730 FY2730.The horizontal coordinates were established by classical geodetic methods FY2730.and adjusted by the National Geodetic Survey in July 1986. FY2730 FY2730.The NAVD 88 height was computed by applying the VERTCON shift value to FY2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2730 FY2730.The Laplace correction was computed from DEFLEC99 derived deflections. FY2730 FY2730.The geoid height was determined by GEOID03. FY2730 FY2730; North East Units Scale Factor Converg. FY2730;SPC NC - 273,850.762 659,610.177 MT 1.00001452 +0 19 15.6 FY2730;SPC NC - 898,458.71 2,164,071.06 sFT 1.00001452 +0 19 15.6 FY2730;UTM 17 - 4,011,078.670 729,771.161 MT 1.00025054 +1 30 39.5 FY2730 FY2730! - Elev Factor x Scale Factor = Combined Factor FY2730!SPC NC - 0.99998540 x 1.00001452 = 0.99999992 FY2730!UTM 17 - 0.99998540 x 1.00025054 = 1.00023594 FY2730 FY2730: Primary Azimuth Mark Grid Az FY2730:SPC NC - WHISTLE 194 53 34.2 FY2730:UTM 17 - WHISTLE 193 42 10.3 FY2730 FY2730|---------------------------------------------------------------------| FY2730| PID Reference Object Distance Geod. Az | FY2730| dddmmss.s | FY2730| FY2740 WHISTLE APPROX. 2.5 KM 1951249.8 | FY2730|---------------------------------------------------------------------| FY2730 FY2730 SUPERSEDED SURVEY CONTROL FY2730 FY2730 NAD 27 - 36 13 01.69665(N) 078 26 38.79097(W) AD( ) 2 FY2730 NGVD 29 (07/19/86) 126. (m) 413. (f) VERT ANG FY2730 FY2730.Superseded values are not recommended for survey control. FY2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2730.See file dsdata.txt to determine how the superseded data were derived. FY2730 FY2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2977111079(NAD 83) FY2730_MARKER: DE = TRAVERSE STATION DISK FY2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2730_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2730_STAMPING: RAIL 1969 FY2730_MARK LOGO: NCGS FY2730_MAGNETIC: N = NO MAGNETIC MATERIAL FY2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2730+STABILITY: SURFACE MOTION FY2730 FY2730 HISTORY - Date Condition Report By FY2730 HISTORY - 1969 MONUMENTED NCGS FY2730 HISTORY - 1976 GOOD NCGS FY2730 FY2730 STATION DESCRIPTION FY2730 FY2730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2730'RAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2730'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2730' FY2730'RAIL IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF THE CENTER OF FY2730'KITTRELL. TO REACH STATION PROCEED FROM THE RR CROSSING, FY2730'OPPOSITE THE OLD RAILROAD STATION IN KITTRELL, GO SOUTH ALONG FY2730'THE WEST SIDE OF RR TRACKS FOR 0.4 MILE TO STATION. WHICH IS FY2730'ON THE EAST SIDE OF MAIN TRACKS, AND ABOUT 250 FEET SOUTH OF FY2730'RAIL SIDING ON WEST SIDE OF MAIN TRACK. FY2730' FY2730'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2730'RAIL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2730'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2730' FY2730'MARK IS FY2730' FY2730'9.5 FT ESE OF E RAIL OF MAIN TRACK FY2730' FY2730'37.9 FT WSW OF TP ON E SIDE OF RR TRACKS, AND WITH ALUMINUM FY2730'REF. TAG FY2730' FY2730'40.0 FT NW OF TP ON E SIDE OF RR TRACKS, AND WITH ALUMINUM FY2730'REF. TAG FY2730' FY2730'72.3 FT SE OF TP ON W SIDE OF RR TRACKS, AND WITH ALUMINUM FY2730'REF. TAG FY2730 FY2730 STATION RECOVERY (1976) FY2730 FY2730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2730'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. FY2730' FY2730'ADD - 96.8 FEET NORTHEAST OF 10 INCH PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4467 *********************************************************************** FY4467 DESIGNATION - RAWES FY4467 PID - FY4467 FY4467 STATE/COUNTY- NC/VANCE FY4467 USGS QUAD - MIDDLEBURG (1982) FY4467 FY4467 *CURRENT SURVEY CONTROL FY4467 ___________________________________________________________________ FY4467* NAD 83(1986)- 36 24 54.32998(N) 078 20 53.17809(W) ADJUSTED FY4467* NAVD 88 - 129.2 (meters) 424. (feet) VERTCON FY4467 ___________________________________________________________________ FY4467 LAPLACE CORR- -6.12 (seconds) DEFLEC99 FY4467 GEOID HEIGHT- -32.76 (meters) GEOID03 FY4467 FY4467 HORZ ORDER - SECOND FY4467 FY4467.The North Carolina HARNS have been completed but, FY4467.due to contractual restrictions, coordinates for these stations FY4467.will NOT be published in the near future. In the interim, the FY4467.published coordinates in North Carolina will not be FY4467.consistent with the Continuously Operating Reference Stations FY4467.(CORS). The HARN coordinates for these stations are available FY4467.upon request. Contact Gary Thompson(919-733-3836). FY4467. FY4467.In addition, the published North Carolina positions FY4467.(NAD 83 (1986)) are NOT consistent with those determined in FY4467.adjacent state readjustments. The discontinuity between stations FY4467.located in North Carolina and those in adjacent states FY4467.which have been adjusted to the HARN may be as much as 5 FY4467.decimeters. This will result in a significant loss of accuracy FY4467.over lines crossing such state borders. FY4467 FY4467 FY4467.The horizontal coordinates were established by classical geodetic methods FY4467.and adjusted by the National Geodetic Survey in July 1992. FY4467 FY4467.The NAVD 88 height was computed by applying the VERTCON shift value to FY4467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4467 FY4467.The Laplace correction was computed from DEFLEC99 derived deflections. FY4467 FY4467.The geoid height was determined by GEOID03. FY4467 FY4467; North East Units Scale Factor Converg. FY4467;SPC NC - 295,853.097 668,073.098 MT 1.00007882 +0 22 34.5 FY4467;SPC NC - 970,644.70 2,191,836.49 sFT 1.00007882 +0 22 34.5 FY4467;UTM 17 - 4,033,257.670 737,775.471 MT 1.00029663 +1 34 29.9 FY4467 FY4467! - Elev Factor x Scale Factor = Combined Factor FY4467!SPC NC - 0.99998486 x 1.00007882 = 1.00006368 FY4467!UTM 17 - 0.99998486 x 1.00029663 = 1.00028148 FY4467 FY4467 SUPERSEDED SURVEY CONTROL FY4467 FY4467 NGVD 29 (07/10/92) 129.5 (m) 425. (f) VERT ANG FY4467 FY4467.Superseded values are not recommended for survey control. FY4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4467.See file dsdata.txt to determine how the superseded data were derived. FY4467 FY4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3777533258(NAD 83) FY4467_MARKER: DH = HORIZONTAL CONTROL DISK FY4467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4467_SP_SET: CONCRETE POST FY4467_STAMPING: RAWES 1985 FY4467_MARK LOGO: NCGS FY4467_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4467+STABILITY: SURFACE MOTION FY4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4467+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4467 FY4467 HISTORY - Date Condition Report By FY4467 HISTORY - 1985 MONUMENTED NCGS FY4467 HISTORY - 20050416 GOOD USPSQD FY4467 FY4467 STATION DESCRIPTION FY4467 FY4467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4467'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST OF MANSON, AND 10.6 KM FY4467'(6.6 MI) NORTH-NORTHEAST OF HENDERSON. FY4467'ALONG SR 1371 (FLEMING ROAD), 2.7 KM (1.7 MI) NORTH FROM I-85 FY4467'OVERPASS, OR 0.2 KM (0.1 MI) SOUTH OF SR 1400 INTERSECTION, AND ON FY4467'LEFT AT A FIELD ROAD. FY4467'STATION IS A STANDARD NCGS DISK STAMPED---RAWES 1985---, SET INTO THE FY4467'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4467'LOCATED 51.65 METERS (169.5 FT) WEST FROM THE CENTERLINE OF SR 1371, FY4467'2.00 METERS (6.6 FT) SOUTH FROM THE CENTERLINE OF FIELD ROAD, 72.24 FY4467'METERS (237.0 FT) NORTHWEST FROM THE WEST END OF HIGHWAY CULVERT, FY4467'44.16 METERS (144.9 FT) WEST FROM A MANHOLE COVER, AND 83.88 METERS FY4467'(275.2 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL SUPPORT POST WITH FY4467'REFERENCE TAG. FY4467'MARK IS ABOUT 12 FEET BELOW HIGHWAY LEVEL. FY4467 FY4467 STATION RECOVERY (2005) FY4467 FY4467'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4467'N 36 24.906 FY4467'W 078 20.885 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2787 *********************************************************************** FY2787 DESIGNATION - REAVIS FY2787 PID - FY2787 FY2787 STATE/COUNTY- NC/VANCE FY2787 USGS QUAD - VICKSBORO (1970) FY2787 FY2787 *CURRENT SURVEY CONTROL FY2787 ___________________________________________________________________ FY2787* NAD 83(1986)- 36 21 13.04971(N) 078 19 19.57098(W) ADJUSTED FY2787* NAVD 88 - 147.9 (meters) 485. (feet) VERTCON FY2787 ___________________________________________________________________ FY2787 LAPLACE CORR- -5.53 (seconds) DEFLEC99 FY2787 GEOID HEIGHT- -32.94 (meters) GEOID03 FY2787 FY2787 HORZ ORDER - SECOND FY2787 VERT ORDER - THIRD ? (See Below) FY2787 FY2787.The North Carolina HARNS have been completed but, FY2787.due to contractual restrictions, coordinates for these stations FY2787.will NOT be published in the near future. In the interim, the FY2787.published coordinates in North Carolina will not be FY2787.consistent with the Continuously Operating Reference Stations FY2787.(CORS). The HARN coordinates for these stations are available FY2787.upon request. Contact Gary Thompson(919-733-3836). FY2787. FY2787.In addition, the published North Carolina positions FY2787.(NAD 83 (1986)) are NOT consistent with those determined in FY2787.adjacent state readjustments. The discontinuity between stations FY2787.located in North Carolina and those in adjacent states FY2787.which have been adjusted to the HARN may be as much as 5 FY2787.decimeters. This will result in a significant loss of accuracy FY2787.over lines crossing such state borders. FY2787 FY2787 FY2787.The horizontal coordinates were established by classical geodetic methods FY2787.and adjusted by the National Geodetic Survey in July 1986. FY2787 FY2787.The NAVD 88 height was computed by applying the VERTCON shift value to FY2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2787.The vertical order pertains to the NGVD 29 superseded value. FY2787 FY2787.The Laplace correction was computed from DEFLEC99 derived deflections. FY2787 FY2787.The geoid height was determined by GEOID03. FY2787 FY2787; North East Units Scale Factor Converg. FY2787;SPC NC - 289,047.686 670,451.896 MT 1.00005755 +0 23 28.5 FY2787;SPC NC - 948,317.28 2,199,640.93 sFT 1.00005755 +0 23 28.5 FY2787;UTM 17 - 4,026,501.878 740,296.605 MT 1.00031150 +1 35 17.3 FY2787 FY2787! - Elev Factor x Scale Factor = Combined Factor FY2787!SPC NC - 0.99998196 x 1.00005755 = 1.00003951 FY2787!UTM 17 - 0.99998196 x 1.00031150 = 1.00029345 FY2787 FY2787: Primary Azimuth Mark Grid Az FY2787:SPC NC - STAINBACK 358 08 53.6 FY2787:UTM 17 - STAINBACK 356 57 04.8 FY2787 FY2787|---------------------------------------------------------------------| FY2787| PID Reference Object Distance Geod. Az | FY2787| dddmmss.s | FY2787| FY2784 LOVE 406.872 METERS 0911048.5 | FY2787| FY2791 STAINBACK APPROX. 0.5 KM 3583222.1 | FY2787|---------------------------------------------------------------------| FY2787 FY2787 SUPERSEDED SURVEY CONTROL FY2787 FY2787 NAD 27 - 36 21 12.52529(N) 078 19 20.58609(W) AD( ) 2 FY2787 NGVD 29 (07/19/86) 148.2 (m) 486. (f) LEVELING 3 FY2787 FY2787.Superseded values are not recommended for survey control. FY2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2787.See file dsdata.txt to determine how the superseded data were derived. FY2787 FY2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4029726502(NAD 83) FY2787_MARKER: DE = TRAVERSE STATION DISK FY2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2787_STAMPING: REAVIS 1969 FY2787_MARK LOGO: NCGS FY2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2787+STABILITY: SURFACE MOTION FY2787 FY2787 HISTORY - Date Condition Report By FY2787 HISTORY - 1969 MONUMENTED NCGS FY2787 FY2787 STATION DESCRIPTION FY2787 FY2787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2787'REAVIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2787'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2787' FY2787'REAVIS IS LOCATED APPROXIMATELY 5.0 MILES NORTHEAST OF FY2787'HENDERSON, AND 3.1 MILES SOUTH OF MIDDLEBURG. TO REACH STATION FY2787'PROCEED FROM THE INTERSECTION OF US 1 BYPASS AND SR 1001 NEAR FY2787'HENDERSON, GO EAST ON SR 1001 FOR 2.2 MILES TO INTERSECTION OF FY2787'SR 1001 AND SR 1501. STATION IS ON THE SOUTH SIDE OF SR 1001 FY2787'AND ON TANGENT WITH SR 1501. FY2787' FY2787'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2787'REAVIS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2787'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2787' FY2787'MARK IS FY2787' FY2787'45.7 FT S OF C/L OF SR 1001 FY2787' FY2787'15.0 FT S OF GREEN UNDERGROUND TELEPHONE POST 1883-13 FY2787' FY2787'15.7 FT S OF SIGN POST WITH ALUMINUM REF. TAG FY2787' FY2787'52.7 FT NW OF TP 1883-13A AND WITH ALUMINUM REF. TAG FY2787' FY2787'84.2 FT NE OF 8 INCH POPLAR WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4468 *********************************************************************** FY4468 DESIGNATION - RICHARDSON FY4468 PID - FY4468 FY4468 STATE/COUNTY- NC/VANCE FY4468 USGS QUAD - MIDDLEBURG (1982) FY4468 FY4468 *CURRENT SURVEY CONTROL FY4468 ___________________________________________________________________ FY4468* NAD 83(1986)- 36 25 08.82102(N) 078 20 51.92032(W) ADJUSTED FY4468* NAVD 88 - 128.5 (meters) 422. (feet) VERTCON FY4468 ___________________________________________________________________ FY4468 LAPLACE CORR- -6.14 (seconds) DEFLEC99 FY4468 GEOID HEIGHT- -32.75 (meters) GEOID03 FY4468 FY4468 HORZ ORDER - SECOND FY4468 FY4468.The North Carolina HARNS have been completed but, FY4468.due to contractual restrictions, coordinates for these stations FY4468.will NOT be published in the near future. In the interim, the FY4468.published coordinates in North Carolina will not be FY4468.consistent with the Continuously Operating Reference Stations FY4468.(CORS). The HARN coordinates for these stations are available FY4468.upon request. Contact Gary Thompson(919-733-3836). FY4468. FY4468.In addition, the published North Carolina positions FY4468.(NAD 83 (1986)) are NOT consistent with those determined in FY4468.adjacent state readjustments. The discontinuity between stations FY4468.located in North Carolina and those in adjacent states FY4468.which have been adjusted to the HARN may be as much as 5 FY4468.decimeters. This will result in a significant loss of accuracy FY4468.over lines crossing such state borders. FY4468 FY4468 FY4468.The horizontal coordinates were established by classical geodetic methods FY4468.and adjusted by the National Geodetic Survey in July 1992. FY4468 FY4468.The NAVD 88 height was computed by applying the VERTCON shift value to FY4468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4468 FY4468.The Laplace correction was computed from DEFLEC99 derived deflections. FY4468 FY4468.The geoid height was determined by GEOID03. FY4468 FY4468; North East Units Scale Factor Converg. FY4468;SPC NC - 296,300.002 668,101.500 MT 1.00008025 +0 22 35.2 FY4468;SPC NC - 972,110.92 2,191,929.67 sFT 1.00008025 +0 22 35.2 FY4468;UTM 17 - 4,033,705.168 737,794.521 MT 1.00029674 +1 34 31.2 FY4468 FY4468! - Elev Factor x Scale Factor = Combined Factor FY4468!SPC NC - 0.99998497 x 1.00008025 = 1.00006522 FY4468!UTM 17 - 0.99998497 x 1.00029674 = 1.00028171 FY4468 FY4468 SUPERSEDED SURVEY CONTROL FY4468 FY4468 NGVD 29 (07/10/92) 128.8 (m) 423. (f) VERT ANG FY4468 FY4468.Superseded values are not recommended for survey control. FY4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4468.See file dsdata.txt to determine how the superseded data were derived. FY4468 FY4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3779533705(NAD 83) FY4468_MARKER: DH = HORIZONTAL CONTROL DISK FY4468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4468_SP_SET: CONCRETE POST FY4468_STAMPING: RICHARDSON 1985 FY4468_MARK LOGO: NCGS FY4468_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4468+STABILITY: SURFACE MOTION FY4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4468+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4468 FY4468 HISTORY - Date Condition Report By FY4468 HISTORY - 1985 MONUMENTED NCGS FY4468 HISTORY - 20050416 GOOD USPSQD FY4468 FY4468 STATION DESCRIPTION FY4468 FY4468'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4468'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST OF MANSON, AND 10.9 KM FY4468'(6.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4468'ALONG SR 1371 (FLEMING ROAD), 3.1 KM (1.95 MI) NORTH FROM I-85 FY4468'OVERPASS, AND AT SR 1374 INTERSECTION. FY4468'STATION IS A STANDARD NCGS DISK STAMPED---RICHARDSON 1985---, SET INTO FY4468'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4468'GROUND. LOCATED 17.37 METERS (57.0 FT) WEST FROM THE CENTERLINE OF SR FY4468'1371, 8.53 METERS (28.0 FT) NORTH FROM THE CENTERLINE OF SR 1374, FY4468'23.47 METERS (77.0 FT) NORTHWEST FROM THE CENTERLINE INTERSECTION OF FY4468'ROADS, 2.86 METERS (9.4 FT) EAST FROM A TELEPHONE PEDESTAL (70 W), AND FY4468'9.17 METERS (30.1 FT) SOUTH-SOUTHWEST FROM THE WEST POST OF GROCERY FY4468'SIGN WITH REFERENCE TAG. FY4468'MARK IS LEVEL WITH INTERSECTION. FY4468 FY4468 STATION RECOVERY (2005) FY4468 FY4468'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4468'N 36 25.148 FY4468'W 078 20.864 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4469 *********************************************************************** FY4469 DESIGNATION - ROBERSON FY4469 PID - FY4469 FY4469 STATE/COUNTY- NC/VANCE FY4469 USGS QUAD - MIDDLEBURG (1982) FY4469 FY4469 *CURRENT SURVEY CONTROL FY4469 ___________________________________________________________________ FY4469* NAD 83(1986)- 36 23 54.20884(N) 078 20 30.35130(W) ADJUSTED FY4469* NAVD 88 - 143.2 (meters) 470. (feet) VERTCON FY4469 ___________________________________________________________________ FY4469 LAPLACE CORR- -5.83 (seconds) DEFLEC99 FY4469 GEOID HEIGHT- -32.80 (meters) GEOID03 FY4469 FY4469 HORZ ORDER - SECOND FY4469 FY4469.The North Carolina HARNS have been completed but, FY4469.due to contractual restrictions, coordinates for these stations FY4469.will NOT be published in the near future. In the interim, the FY4469.published coordinates in North Carolina will not be FY4469.consistent with the Continuously Operating Reference Stations FY4469.(CORS). The HARN coordinates for these stations are available FY4469.upon request. Contact Gary Thompson(919-733-3836). FY4469. FY4469.In addition, the published North Carolina positions FY4469.(NAD 83 (1986)) are NOT consistent with those determined in FY4469.adjacent state readjustments. The discontinuity between stations FY4469.located in North Carolina and those in adjacent states FY4469.which have been adjusted to the HARN may be as much as 5 FY4469.decimeters. This will result in a significant loss of accuracy FY4469.over lines crossing such state borders. FY4469 FY4469 FY4469.The horizontal coordinates were established by classical geodetic methods FY4469.and adjusted by the National Geodetic Survey in July 1992. FY4469 FY4469.The NAVD 88 height was computed by applying the VERTCON shift value to FY4469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4469 FY4469.The Laplace correction was computed from DEFLEC99 derived deflections. FY4469 FY4469.The geoid height was determined by GEOID03. FY4469 FY4469; North East Units Scale Factor Converg. FY4469;SPC NC - 294,003.574 668,654.116 MT 1.00007292 +0 22 47.7 FY4469;SPC NC - 964,576.73 2,193,742.71 sFT 1.00007292 +0 22 47.7 FY4469;UTM 17 - 4,031,420.294 738,395.184 MT 1.00030027 +1 34 41.3 FY4469 FY4469! - Elev Factor x Scale Factor = Combined Factor FY4469!SPC NC - 0.99998268 x 1.00007292 = 1.00005560 FY4469!UTM 17 - 0.99998268 x 1.00030027 = 1.00028294 FY4469 FY4469 SUPERSEDED SURVEY CONTROL FY4469 FY4469 NGVD 29 (07/10/92) 143.5 (m) 471. (f) VERT ANG FY4469 FY4469.Superseded values are not recommended for survey control. FY4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4469.See file dsdata.txt to determine how the superseded data were derived. FY4469 FY4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3839531420(NAD 83) FY4469_MARKER: DH = HORIZONTAL CONTROL DISK FY4469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4469_SP_SET: CONCRETE POST FY4469_STAMPING: ROBERSON 1985 FY4469_MARK LOGO: NCGS FY4469_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4469+STABILITY: SURFACE MOTION FY4469 FY4469 HISTORY - Date Condition Report By FY4469 HISTORY - 1985 MONUMENTED NCGS FY4469 HISTORY - 20050416 MARK NOT FOUND USPSQD FY4469 FY4469 STATION DESCRIPTION FY4469 FY4469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4469'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF MANSON, AND 9.2 FY4469'KM (5.70 MI) NORTHEAST OF HENDERSON. FY4469'ALONG SR 1371 (FLEMING ROAD), 0.7 KM (0.45 MI) NORTH FROM I-85 FY4469'OVERPASS, OR 0.8 KM (0.5 MI) SOUTH OF SR 1375 (OFFSET) CROSSROAD, FY4469'APPROXIMATELY 375 FEET SOUTH OF H. ROBERSON HOME, AND ON EAST SIDE OF FY4469'ROAD AT WOODS LINE. FY4469'STATION IS A STANDARD NCGS DISK STAMPED---ROBERSON 1985---, SET INTO FY4469'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4469'GROUND. LOCATED 7.32 METERS (24.0 FT) EAST FROM THE CENTERLINE OF FY4469'ROAD, 61.57 METERS (202.0 FT) NORTH-NORTHEAST FROM THE WEST END OF FY4469'ROAD CULVERT, 61.27 METERS (201.0 FT) NORTH FROM THE EAST END OF SAME FY4469'CULVERT,--AND 3.20 METERS (10.5 FT) WEST FROM A 8-INCH PINE, 10.06 FY4469'METERS (33.0 FT) NORTHWEST FROM A 4-INCH DOGWOOD AND 13.11 METERS FY4469'(43.0 FT) SOUTH FROM A 5-INCH PINE--ALL WITH REFERENCE TAGS. FY4469'MARK IS 2 FEET ABOVE ROAD LEVEL. FY4469 FY4469 STATION RECOVERY (2005) FY4469 FY4469'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4469'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2826 *********************************************************************** FY2826 DESIGNATION - ROCK FY2826 PID - FY2826 FY2826 STATE/COUNTY- NC/VANCE FY2826 USGS QUAD - HENDERSON (1982) FY2826 FY2826 *CURRENT SURVEY CONTROL FY2826 ___________________________________________________________________ FY2826* NAD 83(1986)- 36 19 51.57062(N) 078 23 48.92620(W) ADJUSTED FY2826* NAVD 88 - 155.9 (meters) 511. (feet) VERTCON FY2826 ___________________________________________________________________ FY2826 LAPLACE CORR- -6.94 (seconds) DEFLEC99 FY2826 GEOID HEIGHT- -32.70 (meters) GEOID03 FY2826 FY2826 HORZ ORDER - SECOND FY2826 FY2826.The North Carolina HARNS have been completed but, FY2826.due to contractual restrictions, coordinates for these stations FY2826.will NOT be published in the near future. In the interim, the FY2826.published coordinates in North Carolina will not be FY2826.consistent with the Continuously Operating Reference Stations FY2826.(CORS). The HARN coordinates for these stations are available FY2826.upon request. Contact Gary Thompson(919-733-3836). FY2826. FY2826.In addition, the published North Carolina positions FY2826.(NAD 83 (1986)) are NOT consistent with those determined in FY2826.adjacent state readjustments. The discontinuity between stations FY2826.located in North Carolina and those in adjacent states FY2826.which have been adjusted to the HARN may be as much as 5 FY2826.decimeters. This will result in a significant loss of accuracy FY2826.over lines crossing such state borders. FY2826 FY2826 FY2826.The horizontal coordinates were established by classical geodetic methods FY2826.and adjusted by the National Geodetic Survey in July 1986. FY2826 FY2826.The NAVD 88 height was computed by applying the VERTCON shift value to FY2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2826 FY2826.The Laplace correction was computed from DEFLEC99 derived deflections. FY2826 FY2826.The geoid height was determined by GEOID03. FY2826 FY2826; North East Units Scale Factor Converg. FY2826;SPC NC - 286,492.777 663,751.027 MT 1.00005001 +0 20 53.1 FY2826;SPC NC - 939,935.05 2,177,656.49 sFT 1.00005001 +0 20 53.1 FY2826;UTM 17 - 4,023,807.038 733,648.932 MT 1.00027267 +1 32 34.4 FY2826 FY2826! - Elev Factor x Scale Factor = Combined Factor FY2826!SPC NC - 0.99998066 x 1.00005001 = 1.00003067 FY2826!UTM 17 - 0.99998066 x 1.00027267 = 1.00025333 FY2826 FY2826|---------------------------------------------------------------------| FY2826| PID Reference Object Distance Geod. Az | FY2826| dddmmss.s | FY2826| FY0252 DAYA=F 7 369.657 METERS 22314 | FY2826|---------------------------------------------------------------------| FY2826 FY2826 SUPERSEDED SURVEY CONTROL FY2826 FY2826 NAD 27 - 36 19 51.04590(N) 078 23 49.93452(W) AD( ) 2 FY2826 NGVD 29 (07/19/86) 156.2 (m) 512. (f) VERT ANG FY2826 FY2826.Superseded values are not recommended for survey control. FY2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2826.See file dsdata.txt to determine how the superseded data were derived. FY2826 FY2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3364923807(NAD 83) FY2826_MARKER: DE = TRAVERSE STATION DISK FY2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2826_STAMPING: ROCK 1969 FY2826_MARK LOGO: NCGS FY2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2826+STABILITY: SURFACE MOTION FY2826 FY2826 HISTORY - Date Condition Report By FY2826 HISTORY - 1969 MONUMENTED NCGS FY2826 FY2826 STATION DESCRIPTION FY2826 FY2826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2826'ROCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2826'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2826' FY2826'ROCK IS LOCATED APPROXIMATELY IN THE CENTER OF HENDERSON. TO FY2826'REACH STATION PROCEED FROM THE RAILROAD STATION AND WILLIAMS FY2826'STREET, GO NORTH 0.45 MILES TO STATION ON EAST SIDE OF WILLIAMS FY2826'STREET, IN FRONT OF BRICK HOUSE. FY2826' FY2826'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2826'ROCK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2826'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2826' FY2826'MARK IS FY2826' FY2826'2.2 FT E OF E CURB OF N. WILLIAMS ST. FY2826' FY2826'46.3 FT E OF TP ON W SIDE OF N. WILLIAMS ST., AND WITH ALUMINUM FY2826'REF. TAG FY2826' FY2826'29.7 FT NNE OF 30 INCH MAPLE ON S SIDE OF DRIVE TO BRICK HOUSE FY2826' FY2826'26.8 FT SW OF 30 INCH MAPLE ON N SIDE OF DRIVE FY2826' FY2826'113.8 FT SW OF HYDRANT AT CORNER OF N. WILLIAMS ST. AND ROCK FY2826'SPRINGS STREET 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2033 *********************************************************************** FY2033 DESIGNATION - ROSE FY2033 PID - FY2033 FY2033 STATE/COUNTY- NC/VANCE FY2033 USGS QUAD - HENDERSON (1982) FY2033 FY2033 *CURRENT SURVEY CONTROL FY2033 ___________________________________________________________________ FY2033* NAD 83(1986)- 36 17 20.82430(N) 078 24 15.84623(W) ADJUSTED FY2033* NAVD 88 - 155.785 (meters) 511.10 (feet) ADJUSTED FY2033 ___________________________________________________________________ FY2033 LAPLACE CORR- -7.20 (seconds) DEFLEC99 FY2033 GEOID HEIGHT- -32.74 (meters) GEOID03 FY2033 DYNAMIC HT - 155.656 (meters) 510.68 (feet) COMP FY2033 MODELED GRAV- 979,802.3 (mgal) NAVD 88 FY2033 FY2033 HORZ ORDER - SECOND FY2033 VERT ORDER - FIRST CLASS II FY2033 FY2033.The North Carolina HARNS have been completed but, FY2033.due to contractual restrictions, coordinates for these stations FY2033.will NOT be published in the near future. In the interim, the FY2033.published coordinates in North Carolina will not be FY2033.consistent with the Continuously Operating Reference Stations FY2033.(CORS). The HARN coordinates for these stations are available FY2033.upon request. Contact Gary Thompson(919-733-3836). FY2033. FY2033.In addition, the published North Carolina positions FY2033.(NAD 83 (1986)) are NOT consistent with those determined in FY2033.adjacent state readjustments. The discontinuity between stations FY2033.located in North Carolina and those in adjacent states FY2033.which have been adjusted to the HARN may be as much as 5 FY2033.decimeters. This will result in a significant loss of accuracy FY2033.over lines crossing such state borders. FY2033 FY2033 FY2033.The horizontal coordinates were established by classical geodetic methods FY2033.and adjusted by the National Geodetic Survey in July 1986. FY2033 FY2033.The orthometric height was determined by differential leveling FY2033.and adjusted by the National Geodetic Survey in June 1991. FY2033 FY2033.The Laplace correction was computed from DEFLEC99 derived deflections. FY2033 FY2033.The geoid height was determined by GEOID03. FY2033 FY2033.The dynamic height is computed by dividing the NAVD 88 FY2033.geopotential number by the normal gravity value computed on the FY2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2033.degrees latitude (g = 980.6199 gals.). FY2033 FY2033.The modeled gravity was interpolated from observed gravity values. FY2033 FY2033; North East Units Scale Factor Converg. FY2033;SPC NC - 281,842.070 663,107.489 MT 1.00003648 +0 20 37.5 FY2033;SPC NC - 924,676.86 2,175,545.15 sFT 1.00003648 +0 20 37.5 FY2033;UTM 17 - 4,019,142.869 733,102.318 MT 1.00026954 +1 32 12.9 FY2033 FY2033! - Elev Factor x Scale Factor = Combined Factor FY2033!SPC NC - 0.99998069 x 1.00003648 = 1.00001717 FY2033!UTM 17 - 0.99998069 x 1.00026954 = 1.00025022 FY2033 FY2033: Primary Azimuth Mark Grid Az FY2033:SPC NC - DEC=P 7 RESET 174 22 22.0 FY2033:UTM 17 - DEC=P 7 RESET 173 10 46.6 FY2033 FY2033|---------------------------------------------------------------------| FY2033| PID Reference Object Distance Geod. Az | FY2033| dddmmss.s | FY2033| AB8208 DEC=P 7 RESET APPROX. 1.0 KM 1744259.5 | FY2033|---------------------------------------------------------------------| FY2033 FY2033 SUPERSEDED SURVEY CONTROL FY2033 FY2033 NAD 27 - 36 17 20.29603(N) 078 24 16.85412(W) AD( ) 2 FY2033 NGVD 29 (03/05/92) 156.071 (m) 512.04 (f) ADJUSTED 1 2 FY2033 FY2033.Superseded values are not recommended for survey control. FY2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2033.See file dsdata.txt to determine how the superseded data were derived. FY2033 FY2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3310219143(NAD 83) FY2033_MARKER: DE = TRAVERSE STATION DISK FY2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2033_SP_SET: CONCRETE POST FY2033_STAMPING: ROSE 1969 FY2033_MARK LOGO: NCGS FY2033_PROJECTION: RECESSED 3 CENTIMETERS FY2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2033+STABILITY: SURFACE MOTION FY2033 FY2033 HISTORY - Date Condition Report By FY2033 HISTORY - 1969 MONUMENTED NCGS FY2033 HISTORY - 1979 GOOD NCGS FY2033 HISTORY - 1979 GOOD NCGS FY2033 FY2033 STATION DESCRIPTION FY2033 FY2033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2033'ROSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2033'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2033' FY2033'ROSE IS LOCATED APPROXIMATELY 2.7 MILES SOUTH OF THE CENTER OF FY2033'HENDERSON, AT ROSES WAREHOUSE ON THE EAST SIDE OF RAILROAD, AND FY2033'ON THE SOUTHEAST SIDE OF ENTRANCE ROAD AND RAILROAD. TO REACH FY2033'STATION PROCEED FROM THE INTERSECTION OF U.S. 1 BUSINESS AND FY2033'SR 1115 IN BEAR POND, GO NORTH 0.9 MILE ON U.S. 1 BUSINESS TO FY2033'ENTRANCE ROAD TO ROSES WAREHOUSE ON RIGHT, GO 0.05 MILE EAST ON FY2033'ENTRANCE ROAD TO RAILROAD AND STATION. FY2033' FY2033'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2033'ROSE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2033'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY2033' FY2033'MARK IS FY2033' FY2033'16.7 FT E OF E RAIL OF RAILROAD. FY2033' FY2033'31.5 FT SE OF C/L OF ENTRANCE ROAD AND RAIL ROAD. FY2033' FY2033'43.5 FT NW OF TP WITH UNDERGROUND CABLE BOX, AND WITH ALUMINUM FY2033'REF. TAG. FY2033' FY2033'39.9 FT NNW OF TP WITH ALUMINUM REF. TAG. FY2033' FY2033'48.9 FT E OF RR CROSSING SIGNAL ARMS ON W SIDE OF TRACKS, AND FY2033'WITH ALUMINUM REF. TAG. FY2033 FY2033 STATION RECOVERY (1979) FY2033 FY2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2033'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING FY2033'REVISIONS. THE SIGNAL AND TELEPHONE POLE ARE GONE. MARK IS 8.0 FEET FY2033'SOUTHWEST OF SOUTH GATE POST AND 23.5 FEET OF THE CENTERLINE OF ROAD FY2033'TO WAREHOUSE. FY2033 FY2033 STATION RECOVERY (1979) FY2033 FY2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2033'2.7 MI SOUTH FROM HENDERSON. FY2033'2.3 MILES SOUTH ALONG U.S. 1 BUSINESS FROM INTERSECTION WITH FY2033'U.S. 158 BUSINESS IN HENDERSON, AT DRIVEWAY ENTRANCE TO ROSES FY2033'WAREHOUSE AND BETWEEN RAILROAD AND SECURITY FENCE, 23.5 FEET SOUTH FY2033'OF CENTERLINE OF ROAD, 16.7 FEET EAST OF EAST RAIL, 31.5 FEET FY2033'SOUTHEAST OF CROSSING, 8.0 FEET SOUTHWEST OF SOUTH GATE POST AND FY2033'39.9 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. FY2033'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4470 *********************************************************************** FY4470 DESIGNATION - SATTERWHITE PT FY4470 PID - FY4470 FY4470 STATE/COUNTY- NC/VANCE FY4470 USGS QUAD - MIDDLEBURG (1982) FY4470 FY4470 *CURRENT SURVEY CONTROL FY4470 ___________________________________________________________________ FY4470* NAD 83(1986)- 36 27 00.73814(N) 078 22 22.35171(W) ADJUSTED FY4470* NAVD 88 - 94.1 (meters) 309. (feet) VERTCON FY4470 ___________________________________________________________________ FY4470 LAPLACE CORR- -7.06 (seconds) DEFLEC99 FY4470 GEOID HEIGHT- -32.60 (meters) GEOID03 FY4470 FY4470 HORZ ORDER - SECOND FY4470 FY4470.The North Carolina HARNS have been completed but, FY4470.due to contractual restrictions, coordinates for these stations FY4470.will NOT be published in the near future. In the interim, the FY4470.published coordinates in North Carolina will not be FY4470.consistent with the Continuously Operating Reference Stations FY4470.(CORS). The HARN coordinates for these stations are available FY4470.upon request. Contact Gary Thompson(919-733-3836). FY4470. FY4470.In addition, the published North Carolina positions FY4470.(NAD 83 (1986)) are NOT consistent with those determined in FY4470.adjacent state readjustments. The discontinuity between stations FY4470.located in North Carolina and those in adjacent states FY4470.which have been adjusted to the HARN may be as much as 5 FY4470.decimeters. This will result in a significant loss of accuracy FY4470.over lines crossing such state borders. FY4470 FY4470 FY4470.The horizontal coordinates were established by classical geodetic methods FY4470.and adjusted by the National Geodetic Survey in July 1992. FY4470 FY4470.The NAVD 88 height was computed by applying the VERTCON shift value to FY4470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4470 FY4470.The Laplace correction was computed from DEFLEC99 derived deflections. FY4470 FY4470.The geoid height was determined by GEOID03. FY4470 FY4470; North East Units Scale Factor Converg. FY4470;SPC NC - 299,735.466 665,826.720 MT 1.00009149 +0 21 43.0 FY4470;SPC NC - 983,382.11 2,184,466.50 sFT 1.00009149 +0 21 43.0 FY4470;UTM 17 - 4,037,092.961 735,447.859 MT 1.00028305 +1 33 41.6 FY4470 FY4470! - Elev Factor x Scale Factor = Combined Factor FY4470!SPC NC - 0.99999035 x 1.00009149 = 1.00008184 FY4470!UTM 17 - 0.99999035 x 1.00028305 = 1.00027340 FY4470 FY4470 SUPERSEDED SURVEY CONTROL FY4470 FY4470 NGVD 29 (07/10/92) 94.3 (m) 309. (f) VERT ANG FY4470 FY4470.Superseded values are not recommended for survey control. FY4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4470.See file dsdata.txt to determine how the superseded data were derived. FY4470 FY4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3544837093(NAD 83) FY4470_MARKER: DH = HORIZONTAL CONTROL DISK FY4470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4470_SP_SET: CONCRETE POST FY4470_STAMPING: SATTERWHITE PT 1985 FY4470_MARK LOGO: NCGS FY4470_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4470+STABILITY: SURFACE MOTION FY4470 FY4470 HISTORY - Date Condition Report By FY4470 HISTORY - 1985 MONUMENTED NCGS FY4470 FY4470 STATION DESCRIPTION FY4470 FY4470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4470'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST OF DREWRY, AND 13.5 KM FY4470'(8.4 MI) NORTH OF HENDERSON, IN SATTERWHITE POINT STATE PARK. FY4470'AT THE EXTREME NORTH END OF THE PENINSULA AND END OF ROAD. FY4470'STATION IS A STANDARD NCGS DISK STAMPED---SATTERWHITE PT 1985---, SET FY4470'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FY4470'GROUND. LOCATED 27.13 METERS (89.0 FT) NORTH-NORTHWEST FROM THE FY4470'CENTER OF NORTH END OF PAVEMENT, 7.68 METERS (25.2 FT) SOUTHWEST FROM FY4470'A 10 INCH CEDAR,--AND 12.50 METERS (41.0 FT) WEST-NORTHWEST FROM A 12 FY4470'INCH HICKORY AND 13.75 METERS (45.1 FT) SOUTHEAST FROM A 10 INCH FY4470'PINE--BOTH WITH REFERENCE TAGS. FY4470'NEAREST BACKSIGHT IS METHODIST ABOUT 1 MILE SOUTHEAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2827 *********************************************************************** FY2827 DESIGNATION - SIGN FY2827 PID - FY2827 FY2827 STATE/COUNTY- NC/VANCE FY2827 USGS QUAD - HENDERSON (1982) FY2827 FY2827 *CURRENT SURVEY CONTROL FY2827 ___________________________________________________________________ FY2827* NAD 83(1986)- 36 21 31.37726(N) 078 22 43.12317(W) ADJUSTED FY2827* NAVD 88 - 145.1 (meters) 476. (feet) VERTCON FY2827 ___________________________________________________________________ FY2827 LAPLACE CORR- -6.62 (seconds) DEFLEC99 FY2827 GEOID HEIGHT- -32.73 (meters) GEOID03 FY2827 FY2827 HORZ ORDER - SECOND FY2827 FY2827.The North Carolina HARNS have been completed but, FY2827.due to contractual restrictions, coordinates for these stations FY2827.will NOT be published in the near future. In the interim, the FY2827.published coordinates in North Carolina will not be FY2827.consistent with the Continuously Operating Reference Stations FY2827.(CORS). The HARN coordinates for these stations are available FY2827.upon request. Contact Gary Thompson(919-733-3836). FY2827. FY2827.In addition, the published North Carolina positions FY2827.(NAD 83 (1986)) are NOT consistent with those determined in FY2827.adjacent state readjustments. The discontinuity between stations FY2827.located in North Carolina and those in adjacent states FY2827.which have been adjusted to the HARN may be as much as 5 FY2827.decimeters. This will result in a significant loss of accuracy FY2827.over lines crossing such state borders. FY2827 FY2827 FY2827.The horizontal coordinates were established by classical geodetic methods FY2827.and adjusted by the National Geodetic Survey in July 1986. FY2827 FY2827.The NAVD 88 height was computed by applying the VERTCON shift value to FY2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2827 FY2827.The Laplace correction was computed from DEFLEC99 derived deflections. FY2827 FY2827.The geoid height was determined by GEOID03. FY2827 FY2827; North East Units Scale Factor Converg. FY2827;SPC NC - 289,579.418 665,372.974 MT 1.00005926 +0 21 31.1 FY2827;SPC NC - 950,061.81 2,182,977.83 sFT 1.00005926 +0 21 31.1 FY2827;UTM 17 - 4,026,927.542 735,206.475 MT 1.00028167 +1 33 17.1 FY2827 FY2827! - Elev Factor x Scale Factor = Combined Factor FY2827!SPC NC - 0.99998236 x 1.00005926 = 1.00004162 FY2827!UTM 17 - 0.99998236 x 1.00028167 = 1.00026403 FY2827 FY2827: Primary Azimuth Mark Grid Az FY2827:SPC NC - VALLEY 236 01 17.0 FY2827:UTM 17 - VALLEY 234 49 31.0 FY2827 FY2827|---------------------------------------------------------------------| FY2827| PID Reference Object Distance Geod. Az | FY2827| dddmmss.s | FY2827| FY2829 VALLEY APPROX. 0.8 KM 2362248.1 | FY2827|---------------------------------------------------------------------| FY2827 FY2827 SUPERSEDED SURVEY CONTROL FY2827 FY2827 NAD 27 - 36 21 30.85474(N) 078 22 44.12917(W) AD( ) 2 FY2827 NGVD 29 (07/19/86) 145.4 (m) 477. (f) VERT ANG FY2827 FY2827.Superseded values are not recommended for survey control. FY2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2827.See file dsdata.txt to determine how the superseded data were derived. FY2827 FY2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3520626928(NAD 83) FY2827_MARKER: DE = TRAVERSE STATION DISK FY2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2827_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2827_STAMPING: SIGN 1969 FY2827_MARK LOGO: NCGS FY2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2827+STABILITY: SURFACE MOTION FY2827 FY2827 HISTORY - Date Condition Report By FY2827 HISTORY - 1969 MONUMENTED NCGS FY2827 FY2827 STATION DESCRIPTION FY2827 FY2827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2827'SIGN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2827'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2827' FY2827'SIGN IS LOCATED APPROXIMATELY 1.4 MILES NNE OF HENDERSON. TO FY2827'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND U.S. 1, FY2827'GO 1.4 MILES SOUTH ALONG I-85 TO STATION ON LEFT SIDE OF NORTH FY2827'BOUND LANE. STATION IS ATOP A 12 FOOT HILL NEAR PEPSI SIGN, FY2827'AND 2.2 MILES NORTH ALONG I-85 FROM INTERSECTION OF NC 39 AND FY2827'I-85. FY2827' FY2827'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2827'SIGN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2827'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2827' FY2827'MARK IS FY2827' FY2827'57.1 FT SSE OF C/L OF I-85 N BOUND LANE FY2827' FY2827'30.0 FT N OF N POST OF PEPSI SIGN ON SE SIDE OF I-85, AND WITH FY2827'ALUMINUM REF. TAG FY2827' FY2827'96.5 FT WNW OF 8 INCH OAK ON SE SIDE OF I-85, WITH ALUMINUM FY2827'REF. TAG FY2827' FY2827'66.2 FT SSW OF RELECTOR POST 39957 NNW OF PEPSI SIGN 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2797 *********************************************************************** FY2797 DESIGNATION - SMITH FY2797 PID - FY2797 FY2797 STATE/COUNTY- NC/VANCE FY2797 USGS QUAD - VICKSBORO (1970) FY2797 FY2797 *CURRENT SURVEY CONTROL FY2797 ___________________________________________________________________ FY2797* NAD 83(1986)- 36 15 20.44060(N) 078 20 14.27204(W) ADJUSTED FY2797* NAVD 88 - 148.4 (meters) 487. (feet) VERTCON FY2797 ___________________________________________________________________ FY2797 LAPLACE CORR- -6.12 (seconds) DEFLEC99 FY2797 GEOID HEIGHT- -33.06 (meters) GEOID03 FY2797 FY2797 HORZ ORDER - SECOND FY2797 FY2797.The North Carolina HARNS have been completed but, FY2797.due to contractual restrictions, coordinates for these stations FY2797.will NOT be published in the near future. In the interim, the FY2797.published coordinates in North Carolina will not be FY2797.consistent with the Continuously Operating Reference Stations FY2797.(CORS). The HARN coordinates for these stations are available FY2797.upon request. Contact Gary Thompson(919-733-3836). FY2797. FY2797.In addition, the published North Carolina positions FY2797.(NAD 83 (1986)) are NOT consistent with those determined in FY2797.adjacent state readjustments. The discontinuity between stations FY2797.located in North Carolina and those in adjacent states FY2797.which have been adjusted to the HARN may be as much as 5 FY2797.decimeters. This will result in a significant loss of accuracy FY2797.over lines crossing such state borders. FY2797 FY2797 FY2797.The horizontal coordinates were established by classical geodetic methods FY2797.and adjusted by the National Geodetic Survey in July 1986. FY2797 FY2797.The NAVD 88 height was computed by applying the VERTCON shift value to FY2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2797 FY2797.The Laplace correction was computed from DEFLEC99 derived deflections. FY2797 FY2797.The geoid height was determined by GEOID03. FY2797 FY2797; North East Units Scale Factor Converg. FY2797;SPC NC - 278,169.614 669,160.537 MT 1.00002606 +0 22 57.0 FY2797;SPC NC - 912,628.14 2,195,404.20 sFT 1.00002606 +0 22 57.0 FY2797;UTM 17 - 4,015,596.334 739,232.088 MT 1.00030522 +1 34 31.6 FY2797 FY2797! - Elev Factor x Scale Factor = Combined Factor FY2797!SPC NC - 0.99998190 x 1.00002606 = 1.00000796 FY2797!UTM 17 - 0.99998190 x 1.00030522 = 1.00028711 FY2797 FY2797: Primary Azimuth Mark Grid Az FY2797:SPC NC - LIBERTY 149 48 47.7 FY2797:UTM 17 - LIBERTY 148 37 13.1 FY2797 FY2797|---------------------------------------------------------------------| FY2797| PID Reference Object Distance Geod. Az | FY2797| dddmmss.s | FY2797| FY2643 LIBERTY APPROX. 1.0 KM 1501144.7 | FY2797|---------------------------------------------------------------------| FY2797 FY2797 SUPERSEDED SURVEY CONTROL FY2797 FY2797 NAD 27 - 36 15 19.90860(N) 078 20 15.28726(W) AD( ) 2 FY2797 NGVD 29 (07/19/86) 148.7 (m) 488. (f) VERT ANG FY2797 FY2797.Superseded values are not recommended for survey control. FY2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2797.See file dsdata.txt to determine how the superseded data were derived. FY2797 FY2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3923215596(NAD 83) FY2797_MARKER: DE = TRAVERSE STATION DISK FY2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2797_MAGNETIC: N = NO MAGNETIC MATERIAL FY2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2797+STABILITY: SURFACE MOTION FY2797 FY2797 HISTORY - Date Condition Report By FY2797 HISTORY - 1976 MONUMENTED NCGS FY2797 HISTORY - 1985 GOOD USPSQD FY2797 HISTORY - 1987 GOOD USPSQD FY2797 FY2797 STATION DESCRIPTION FY2797 FY2797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2797'SMITH IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY FY2797'0.9 MILE NORTHWEST OF EPSOM AND 6.1 MILES SOUTHEAST OF HENDERSON, FY2797'NORTH CAROLINA. FY2797' FY2797'TO REACH STATION FROM INTERSECTION OF NC 39 WITH SR 1003 AND SR 1523 FY2797'(COUNTY LINE CROSSROADS) AT EPSOM, PROCEED NORTHWEST ALONG NC 39 FOR FY2797'0.90 MILE TO STATION ON THE LEFT, AND AT THE SOUTHEAST CORNER OF YARD FY2797'OF HAROLD SMITHS ONE AND A HALF STORY BRICK RESIDENCE, AND 0.05 MILE FY2797'NORTHWEST OF T INTERSECTION WITH SR 1544 (SOUTHWEST). FY2797' FY2797'STATION MARK IS A STANDARD BRASS DISK, STAMPED---SMITH 1976---, SET IN FY2797'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2797'SURFACE OF THE GROUND. THE MARK IS 47.6 FEET WEST-SOUTHWEST OF THE FY2797'CENTERLINE OF NC 39, 21.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF FY2797'DIRT DRIVEWAY LEADING WEST TO A ONE STORY WHITE FRAME HOUSE, 20.2 FEET FY2797'WEST OF CENTER OF TOP OF NORTH END OF CONCRETE CULVERT, 107.5 FEET FY2797'SOUTHEAST OF SOUTHEAST CORNER OF SCREEN PORCH ON SMITHS HOUSE, 6.3 FY2797'FEET WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND ALUMINUM TAG, FY2797'AND 54.2 FEET NORTH OF 12 INCH MAPLE WITH ALUMINUM TAG. FY2797 FY2797 STATION RECOVERY (1985) FY2797 FY2797'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2797'RECOVERED IN GOOD CONDITION. FY2797 FY2797 STATION RECOVERY (1987) FY2797 FY2797'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY2797'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2791 *********************************************************************** FY2791 DESIGNATION - STAINBACK FY2791 PID - FY2791 FY2791 STATE/COUNTY- NC/VANCE FY2791 USGS QUAD - VICKSBORO (1970) FY2791 FY2791 *CURRENT SURVEY CONTROL FY2791 ___________________________________________________________________ FY2791* NAD 83(1986)- 36 21 30.44685(N) 078 19 20.11938(W) ADJUSTED FY2791* NAVD 88 - 157.5 (meters) 517. (feet) VERTCON FY2791 ___________________________________________________________________ FY2791 LAPLACE CORR- -5.55 (seconds) DEFLEC99 FY2791 GEOID HEIGHT- -32.93 (meters) GEOID03 FY2791 FY2791 HORZ ORDER - SECOND FY2791 VERT ORDER - THIRD ? (See Below) FY2791 FY2791.The North Carolina HARNS have been completed but, FY2791.due to contractual restrictions, coordinates for these stations FY2791.will NOT be published in the near future. In the interim, the FY2791.published coordinates in North Carolina will not be FY2791.consistent with the Continuously Operating Reference Stations FY2791.(CORS). The HARN coordinates for these stations are available FY2791.upon request. Contact Gary Thompson(919-733-3836). FY2791. FY2791.In addition, the published North Carolina positions FY2791.(NAD 83 (1986)) are NOT consistent with those determined in FY2791.adjacent state readjustments. The discontinuity between stations FY2791.located in North Carolina and those in adjacent states FY2791.which have been adjusted to the HARN may be as much as 5 FY2791.decimeters. This will result in a significant loss of accuracy FY2791.over lines crossing such state borders. FY2791 FY2791 FY2791.The horizontal coordinates were established by classical geodetic methods FY2791.and adjusted by the National Geodetic Survey in July 1986. FY2791 FY2791.The NAVD 88 height was computed by applying the VERTCON shift value to FY2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2791.The vertical order pertains to the NGVD 29 superseded value. FY2791 FY2791.The Laplace correction was computed from DEFLEC99 derived deflections. FY2791 FY2791.The geoid height was determined by GEOID03. FY2791 FY2791; North East Units Scale Factor Converg. FY2791;SPC NC - 289,583.857 670,434.561 MT 1.00005918 +0 23 28.2 FY2791;SPC NC - 950,076.37 2,199,584.06 sFT 1.00005918 +0 23 28.2 FY2791;UTM 17 - 4,027,037.706 740,268.066 MT 1.00031133 +1 35 17.6 FY2791 FY2791! - Elev Factor x Scale Factor = Combined Factor FY2791!SPC NC - 0.99998045 x 1.00005918 = 1.00003963 FY2791!UTM 17 - 0.99998045 x 1.00031133 = 1.00029178 FY2791 FY2791: Primary Azimuth Mark Grid Az FY2791:SPC NC - WORTHAM 003 16 00.0 FY2791:UTM 17 - WORTHAM 002 04 10.6 FY2791 FY2791|---------------------------------------------------------------------| FY2791| PID Reference Object Distance Geod. Az | FY2791| dddmmss.s | FY2791| FY2792 WORTHAM APPROX. 0.6 KM 0033928.2 | FY2791| FY2787 REAVIS APPROX. 0.5 KM 1783221.7 | FY2791|---------------------------------------------------------------------| FY2791 FY2791 SUPERSEDED SURVEY CONTROL FY2791 FY2791 NAD 27 - 36 21 29.92261(N) 078 19 21.13421(W) AD( ) 2 FY2791 NGVD 29 (07/19/86) 157.8 (m) 518. (f) LEVELING 3 FY2791 FY2791.Superseded values are not recommended for survey control. FY2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2791.See file dsdata.txt to determine how the superseded data were derived. FY2791 FY2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4026827038(NAD 83) FY2791_MARKER: DE = TRAVERSE STATION DISK FY2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2791_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2791_STAMPING: STAINBACK 1969 FY2791_MARK LOGO: NCGS FY2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2791+STABILITY: SURFACE MOTION FY2791 FY2791 HISTORY - Date Condition Report By FY2791 HISTORY - 1969 MONUMENTED NCGS FY2791 FY2791 STATION DESCRIPTION FY2791 FY2791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2791'STAINBACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2791'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2791' FY2791'STAINBACK IS LOCATED APPROXIMATELY 5.6 MILES NORTHEAST OF FY2791'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2791'SR 1501 WITH OLD US 1 IN MIDDLEBURG, GO SOUTH ON SR 1501 FOR FY2791'3.15 MILES TO STATION. WHICH IS ON THE WEST SIDE OF SR 1501 AT FY2791'SOUTHEAST CORNER OF PATCH OF WOODS, ACROSS SR 1501 FROM SOUTH FY2791'SIDE OF A WHITE TWO STORY FRAME HOUSE, 0.75 MILE SOUTH OF FY2791'INTERSECTION OF SR 1505 WITH SR 1501 (AT CARVER ELEMENTARY FY2791'SCHOOL), AND 0.3 MILE NORTH OF INTERSECTION OF SR 1501 WITH FY2791'SR 1001. FY2791' FY2791'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2791'STAINBACK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY2791'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY2791' FY2791'MARK IS FY2791' FY2791'24.9 FT W OF C/L OF SR 1501 FY2791' FY2791'6.4 FT SSE OF 8 INCH PINE TREE ON W SIDE OF SR 1501 AT SE FY2791'CORNER OF WOODS, AND WITH ALUMINUM REF. TAG FY2791' FY2791'11.0 FT SE OF 6 INCH OAK TREE ON W SIDE OF SR 1501 AT SE FY2791'CORNER OF WOODS, AND WITH ALUMINUM REF. TAG FY2791' FY2791'102.0 FT S OF PP 8 ON W SIDE OF SR 1501, AND WITH ALUMINUM FY2791'REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2844 *********************************************************************** FY2844 DESIGNATION - STEWART FY2844 PID - FY2844 FY2844 STATE/COUNTY- NC/VANCE FY2844 USGS QUAD - HENDERSON (1982) FY2844 FY2844 *CURRENT SURVEY CONTROL FY2844 ___________________________________________________________________ FY2844* NAD 83(1986)- 36 16 16.41743(N) 078 24 33.33021(W) ADJUSTED FY2844* NAVD 88 - 153.3 (meters) 503. (feet) VERTCON FY2844 ___________________________________________________________________ FY2844 LAPLACE CORR- -7.17 (seconds) DEFLEC99 FY2844 GEOID HEIGHT- -32.75 (meters) GEOID03 FY2844 FY2844 HORZ ORDER - SECOND FY2844 FY2844.The North Carolina HARNS have been completed but, FY2844.due to contractual restrictions, coordinates for these stations FY2844.will NOT be published in the near future. In the interim, the FY2844.published coordinates in North Carolina will not be FY2844.consistent with the Continuously Operating Reference Stations FY2844.(CORS). The HARN coordinates for these stations are available FY2844.upon request. Contact Gary Thompson(919-733-3836). FY2844. FY2844.In addition, the published North Carolina positions FY2844.(NAD 83 (1986)) are NOT consistent with those determined in FY2844.adjacent state readjustments. The discontinuity between stations FY2844.located in North Carolina and those in adjacent states FY2844.which have been adjusted to the HARN may be as much as 5 FY2844.decimeters. This will result in a significant loss of accuracy FY2844.over lines crossing such state borders. FY2844 FY2844 FY2844.The horizontal coordinates were established by classical geodetic methods FY2844.and adjusted by the National Geodetic Survey in July 1986. FY2844 FY2844.The NAVD 88 height was computed by applying the VERTCON shift value to FY2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2844 FY2844.The Laplace correction was computed from DEFLEC99 derived deflections. FY2844 FY2844.The geoid height was determined by GEOID03. FY2844 FY2844; North East Units Scale Factor Converg. FY2844;SPC NC - 279,854.193 662,683.004 MT 1.00003086 +0 20 27.5 FY2844;SPC NC - 918,154.96 2,174,152.49 sFT 1.00003086 +0 20 27.5 FY2844;UTM 17 - 4,017,146.118 732,719.217 MT 1.00026734 +1 32 00.2 FY2844 FY2844! - Elev Factor x Scale Factor = Combined Factor FY2844!SPC NC - 0.99998108 x 1.00003086 = 1.00001194 FY2844!UTM 17 - 0.99998108 x 1.00026734 = 1.00024841 FY2844 FY2844: Primary Azimuth Mark Grid Az FY2844:SPC NC - CULVERTA 235 49 42.5 FY2844:UTM 17 - CULVERTA 234 38 09.8 FY2844 FY2844|---------------------------------------------------------------------| FY2844| PID Reference Object Distance Geod. Az | FY2844| dddmmss.s | FY2844| FY2039 BEARPOND AZ MK 325.077 METERS 04649 | FY2844| FY2845 CULVERTA 477.256 METERS 2361010.0 | FY2844|---------------------------------------------------------------------| FY2844 FY2844 SUPERSEDED SURVEY CONTROL FY2844 FY2844 NAD 27 - 36 16 15.88791(N) 078 24 34.33709(W) AD( ) 2 FY2844 NGVD 29 (07/19/86) 153.6 (m) 504. (f) VERT ANG FY2844 FY2844.Superseded values are not recommended for survey control. FY2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2844.See file dsdata.txt to determine how the superseded data were derived. FY2844 FY2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3271917146(NAD 83) FY2844_MARKER: DE = TRAVERSE STATION DISK FY2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2844_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2844_MAGNETIC: N = NO MAGNETIC MATERIAL FY2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2844+STABILITY: SURFACE MOTION FY2844 FY2844 HISTORY - Date Condition Report By FY2844 HISTORY - 1976 MONUMENTED NCGS FY2844 FY2844 STATION DESCRIPTION FY2844 FY2844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2844'STEWART IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2844'VICINITY OF BEARPOND AND 4.1 MILES SOUTH OF HENDERSON, NORTH CAROLINA. FY2844' FY2844'TO REACH STATION FROM THE US 1 BYPASS OVERPASS OF US 1 BUSINESS SOUTH FY2844'OF HENDERSON, PROCEED SOUTHWESTERLY ALONG US 1 BYPASS FOR 0.2 MILE TO FY2844'STATION ON THE RIGHT IN THE Y FORMED BY US 1 BYPASS AND ACCESS ROAD FY2844'FROM US 1 BUSINESS. FY2844' FY2844'STATION MARK IS A STANDARD BRASS DISK, STAMPED---STEWART 1976---, SET FY2844'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2844'SURFACE OF THE GROUND. THE MARK IS 61.4 FEET NORTH-NORTHWEST OF THE FY2844'CENTERLINE OF US 1, 22.4 FEET SOUTHEAST OF THE CENTERLINE OF ACCESS FY2844'ROAD, 79.9 FEET NORTH-NORTHEAST OF CENTER OF NORTHEAST END OF TRAFFIC FY2844'ISLAND IN CENTER OF US 1, 33.9 FEET EAST-NORTHEAST OF NORTHEAST END OF FY2844'CONCRETE CURB AT EAST SIDE OF ACCESS ROAD, AND 177.6 FEET NORTHEAST OF FY2844'WESTERNMOST POST OF --HENDERSON--SIGN WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2031 *********************************************************************** FY2031 DESIGNATION - TANK FY2031 PID - FY2031 FY2031 STATE/COUNTY- NC/VANCE FY2031 USGS QUAD - HENDERSON (1982) FY2031 FY2031 *CURRENT SURVEY CONTROL FY2031 ___________________________________________________________________ FY2031* NAD 83(1986)- 36 18 01.73048(N) 078 24 21.27808(W) ADJUSTED FY2031* NAVD 88 - 156.939 (meters) 514.89 (feet) ADJUSTED FY2031 ___________________________________________________________________ FY2031 LAPLACE CORR- -7.12 (seconds) DEFLEC99 FY2031 GEOID HEIGHT- -32.72 (meters) GEOID03 FY2031 DYNAMIC HT - 156.809 (meters) 514.46 (feet) COMP FY2031 MODELED GRAV- 979,803.3 (mgal) NAVD 88 FY2031 FY2031 HORZ ORDER - SECOND FY2031 VERT ORDER - FIRST CLASS II FY2031 FY2031.The North Carolina HARNS have been completed but, FY2031.due to contractual restrictions, coordinates for these stations FY2031.will NOT be published in the near future. In the interim, the FY2031.published coordinates in North Carolina will not be FY2031.consistent with the Continuously Operating Reference Stations FY2031.(CORS). The HARN coordinates for these stations are available FY2031.upon request. Contact Gary Thompson(919-733-3836). FY2031. FY2031.In addition, the published North Carolina positions FY2031.(NAD 83 (1986)) are NOT consistent with those determined in FY2031.adjacent state readjustments. The discontinuity between stations FY2031.located in North Carolina and those in adjacent states FY2031.which have been adjusted to the HARN may be as much as 5 FY2031.decimeters. This will result in a significant loss of accuracy FY2031.over lines crossing such state borders. FY2031 FY2031 FY2031.The horizontal coordinates were established by classical geodetic methods FY2031.and adjusted by the National Geodetic Survey in July 1986. FY2031 FY2031.The orthometric height was determined by differential leveling FY2031.and adjusted by the National Geodetic Survey in June 1991. FY2031 FY2031.The Laplace correction was computed from DEFLEC99 derived deflections. FY2031 FY2031.The geoid height was determined by GEOID03. FY2031 FY2031.The dynamic height is computed by dividing the NAVD 88 FY2031.geopotential number by the normal gravity value computed on the FY2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2031.degrees latitude (g = 980.6199 gals.). FY2031 FY2031.The modeled gravity was interpolated from observed gravity values. FY2031 FY2031; North East Units Scale Factor Converg. FY2031;SPC NC - 283,102.154 662,964.395 MT 1.00004010 +0 20 34.4 FY2031;SPC NC - 928,810.98 2,175,075.69 sFT 1.00004010 +0 20 34.4 FY2031;UTM 17 - 4,020,399.989 732,932.973 MT 1.00026856 +1 32 11.2 FY2031 FY2031! - Elev Factor x Scale Factor = Combined Factor FY2031!SPC NC - 0.99998050 x 1.00004010 = 1.00002060 FY2031!UTM 17 - 0.99998050 x 1.00026856 = 1.00024906 FY2031 FY2031: Primary Azimuth Mark Grid Az FY2031:SPC NC - TAYLOR 173 57 48.1 FY2031:UTM 17 - TAYLOR 172 46 11.3 FY2031 FY2031|---------------------------------------------------------------------| FY2031| PID Reference Object Distance Geod. Az | FY2031| dddmmss.s | FY2031| FY2032 TAYLOR APPROX. 0.5 KM 1741822.5 | FY2031|---------------------------------------------------------------------| FY2031 FY2031 SUPERSEDED SURVEY CONTROL FY2031 FY2031 NAD 27 - 36 18 01.20370(N) 078 24 22.28677(W) AD( ) 2 FY2031 NGVD 29 (03/05/92) 157.225 (m) 515.83 (f) ADJUSTED 1 2 FY2031 FY2031.Superseded values are not recommended for survey control. FY2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2031.See file dsdata.txt to determine how the superseded data were derived. FY2031 FY2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3293320400(NAD 83) FY2031_MARKER: DE = TRAVERSE STATION DISK FY2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2031_SP_SET: CONCRETE POST FY2031_STAMPING: TANK 1969 FY2031_MARK LOGO: NCGS FY2031_PROJECTION: RECESSED 8 CENTIMETERS FY2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2031+STABILITY: SURFACE MOTION FY2031 FY2031 HISTORY - Date Condition Report By FY2031 HISTORY - 1969 MONUMENTED NCGS FY2031 HISTORY - 1979 GOOD NCGS FY2031 HISTORY - 1979 GOOD NCGS FY2031 FY2031 STATION DESCRIPTION FY2031 FY2031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2031'TANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2031'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2031' FY2031'TANK IS LOCATED APPROXIMATELY 2.0 MILES SSW OF THE CENTER OF FY2031'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2031'U.S. 1 BUSINESS AND SR 1115 IN BEAR POND, GO 1.7 MILES NORTH FY2031'ON U.S. 1 BUSINESS TO INTERSECTION OF SR 1138, TURN RIGHT ON FY2031'SR 1138 FOR 0.05 MILE TO RAILROAD AND STATION. WHICH IS IN THE FY2031'SOUTHWEST QUAD OF SR 1138 AND RAILROAD. FY2031' FY2031'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2031'TANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2031'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2031' FY2031'MARK IS FY2031' FY2031'17.4 FT S OF C/L OF SR 1138. FY2031' FY2031'4.7 FT W OF RR CROSSING SIGN POLE ON W SIDE OF TRACKS, AND FY2031'WITH ALUMINUM REF. TAG. FY2031' FY2031'18.9 FT W OF W RAIL OF TRACKS. FY2031' FY2031'77.1 FT SW OF TP 15 ON E SIDE OF TRACKS, AND WITH FY2031'ALUMINUM REF. TAG. FY2031' FY2031'60.4 FT N OF TP ON W SIDE OF TRACKS, AND WITH ALUMINUM REF. TAG. FY2031 FY2031 STATION RECOVERY (1979) FY2031 FY2031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2031'THE STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING FY2031'CORRECTIONS. FY2031' FY2031'THE MARK IS 6.5 FEET WEST OF A NEW SIGNAL POST AND COVERED BY 3 INCHES FY2031'OF SOIL. FY2031 FY2031 STATION RECOVERY (1979) FY2031 FY2031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2031'IN HENDERSON. FY2031'1.5 MILES SOUTH ALONG U.S. 1 BUSINESS FROM JUNCTION WITH FY2031'U.S. 158 BUSINESS IN HENDERSON, THENCE 0.05 MILE EAST FY2031'ALONG SR 1138, IN SOUTHWEST QUADRANT OF RAILROAD CROSSING, FY2031'17.4 FEET SOUTH OF CENTERLINE OF ROAD, 18.9 FEET WEST OF WEST RAIL, FY2031'6.5 FEET WEST OF A SIGNAL CROSSING POST AND 60.4 FEET FY2031'NORTH OF TELEPHONE POLE WITH REFERENCE TAG. FY2031'THE MARK IS 0.5 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2032 *********************************************************************** FY2032 DESIGNATION - TAYLOR FY2032 PID - FY2032 FY2032 STATE/COUNTY- NC/VANCE FY2032 USGS QUAD - HENDERSON (1982) FY2032 FY2032 *CURRENT SURVEY CONTROL FY2032 ___________________________________________________________________ FY2032* NAD 83(1986)- 36 17 44.61247(N) 078 24 19.16972(W) ADJUSTED FY2032* NAVD 88 - 155.253 (meters) 509.36 (feet) ADJUSTED FY2032 ___________________________________________________________________ FY2032 LAPLACE CORR- -7.13 (seconds) DEFLEC99 FY2032 GEOID HEIGHT- -32.73 (meters) GEOID03 FY2032 DYNAMIC HT - 155.124 (meters) 508.94 (feet) COMP FY2032 MODELED GRAV- 979,802.9 (mgal) NAVD 88 FY2032 FY2032 HORZ ORDER - SECOND FY2032 VERT ORDER - FIRST CLASS II FY2032 FY2032.The North Carolina HARNS have been completed but, FY2032.due to contractual restrictions, coordinates for these stations FY2032.will NOT be published in the near future. In the interim, the FY2032.published coordinates in North Carolina will not be FY2032.consistent with the Continuously Operating Reference Stations FY2032.(CORS). The HARN coordinates for these stations are available FY2032.upon request. Contact Gary Thompson(919-733-3836). FY2032. FY2032.In addition, the published North Carolina positions FY2032.(NAD 83 (1986)) are NOT consistent with those determined in FY2032.adjacent state readjustments. The discontinuity between stations FY2032.located in North Carolina and those in adjacent states FY2032.which have been adjusted to the HARN may be as much as 5 FY2032.decimeters. This will result in a significant loss of accuracy FY2032.over lines crossing such state borders. FY2032 FY2032 FY2032.The horizontal coordinates were established by classical geodetic methods FY2032.and adjusted by the National Geodetic Survey in July 1986. FY2032 FY2032.The orthometric height was determined by differential leveling FY2032.and adjusted by the National Geodetic Survey in June 1991. FY2032 FY2032.The Laplace correction was computed from DEFLEC99 derived deflections. FY2032 FY2032.The geoid height was determined by GEOID03. FY2032 FY2032.The dynamic height is computed by dividing the NAVD 88 FY2032.geopotential number by the normal gravity value computed on the FY2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2032.degrees latitude (g = 980.6199 gals.). FY2032 FY2032.The modeled gravity was interpolated from observed gravity values. FY2032 FY2032; North East Units Scale Factor Converg. FY2032;SPC NC - 282,574.821 663,020.161 MT 1.00003858 +0 20 35.6 FY2032;SPC NC - 927,080.89 2,175,258.64 sFT 1.00003858 +0 20 35.6 FY2032;UTM 17 - 4,019,873.812 732,999.726 MT 1.00026895 +1 32 11.8 FY2032 FY2032! - Elev Factor x Scale Factor = Combined Factor FY2032!SPC NC - 0.99998077 x 1.00003858 = 1.00001935 FY2032!UTM 17 - 0.99998077 x 1.00026895 = 1.00024972 FY2032 FY2032: Primary Azimuth Mark Grid Az FY2032:SPC NC - ROSE 173 12 13.2 FY2032:UTM 17 - ROSE 172 00 37.0 FY2032 FY2032|---------------------------------------------------------------------| FY2032| PID Reference Object Distance Geod. Az | FY2032| dddmmss.s | FY2032| FY2033 ROSE APPROX. 0.7 KM 1733248.8 | FY2032| FY2031 TANK APPROX. 0.5 KM 3541823.7 | FY2032|---------------------------------------------------------------------| FY2032 FY2032 SUPERSEDED SURVEY CONTROL FY2032 FY2032 NAD 27 - 36 17 44.08497(N) 078 24 20.17811(W) AD( ) 2 FY2032 NGVD 29 (03/05/92) 155.539 (m) 510.30 (f) ADJUSTED 1 2 FY2032 FY2032.Superseded values are not recommended for survey control. FY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2032.See file dsdata.txt to determine how the superseded data were derived. FY2032 FY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3300019874(NAD 83) FY2032_MARKER: DE = TRAVERSE STATION DISK FY2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2032_SP_SET: CONCRETE POST FY2032_STAMPING: TAYLOR 1969 FY2032_MARK LOGO: NCGS FY2032_PROJECTION: RECESSED 8 CENTIMETERS FY2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2032+STABILITY: SURFACE MOTION FY2032 FY2032 HISTORY - Date Condition Report By FY2032 HISTORY - 1969 MONUMENTED NCGS FY2032 HISTORY - 1979 GOOD NCGS FY2032 HISTORY - 1979 GOOD NCGS FY2032 FY2032 STATION DESCRIPTION FY2032 FY2032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2032'TAYLOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2032'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2032' FY2032'TAYLOR IS LOCATED APPROXIMATELY 2.5 MILES SOUTH OF THE CENTER FY2032'OF HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION FY2032'OF U.S. 1 BUSINESS AND SR 1115 IN BEAR POND, GO 1.35 MILES FY2032'NORTH ON U.S. 1 BUSINESS TO INTERSECTION OF SR 1139, TURN RIGHT FY2032'ON SR 1139 AND GO 0.05 MILE TO STATION. WHICH IS IN THE FY2032'NORTHWEST QUADRANT OF SR 1139 AND RAILROAD. FY2032' FY2032'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2032'TAYLOR 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2032'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY2032'MARK IS FY2032' FY2032'51.7 FT E OF C/L OF U.S. 1 BUSINESS. FY2032' FY2032'44.3 FT N OF C/L OF SR 1139. FY2032' FY2032'15.1 FT W OF W RAIL. FY2032' FY2032'11.7 FT SW OF SMALL SWITCH BOX ON W SIDE OF TRACK. FY2032' FY2032'42.5 FT W OF TP ON E SIDE OF TRACKS, AND WITH ALUMINUM REF. TAG. FY2032' FY2032'69.9 FT W OF TP 1518 ON E SIDE OF TRACKS, AND WITH FY2032'ALUMINUM REF. TAG. FY2032' FY2032'52.6 FT NW OF RR CROSSING LIGHT SIGNAL ON E SIDE OF TRACKS. FY2032 FY2032 STATION RECOVERY (1979) FY2032 FY2032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2032'THE STATION WAS RECOVERED IN GOOD CONDITION. FY2032 FY2032 STATION RECOVERY (1979) FY2032 FY2032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2032'2.3 MI SOUTH FROM HENDERSON. FY2032'1.85 MILES SOUTH ALONG U.S. 1 BUSINESS FROM INTERSECTION WITH FY2032'U.S. 158 BUSINESS IN HENDERSON, IN NORTHEAST QUADRANT OF FY2032'INTERSECTION WITH SR 1139, BETWEEN HIGHWAY AND RAILROAD, 51.7 FEET FY2032'EAST OF CENTERLINE OF HIGHWAY, 44.3 FEET NORTH OF CENTERLINE OF FY2032'STREET, 15.1 FEET WEST OF WEST RAIL, 11.7 FEET SOUTHWEST OF A FY2032'SMALL SWITCH BOX, 42.5 FEET WEST OF TELEPHONE POLE WITH REFERENCE FY2032'TAG AND 52.6 FEET NORTHWEST OF RAILROAD SIGNAL POST. FY2032'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2042 *********************************************************************** FY2042 DESIGNATION - TENANT FY2042 PID - FY2042 FY2042 STATE/COUNTY- NC/VANCE FY2042 USGS QUAD - KITTRELL (1979) FY2042 FY2042 *CURRENT SURVEY CONTROL FY2042 ___________________________________________________________________ FY2042* NAD 83(1986)- 36 14 15.40085(N) 078 26 13.42011(W) ADJUSTED FY2042* NAVD 88 - 137.433 (meters) 450.89 (feet) ADJUSTED FY2042 ___________________________________________________________________ FY2042 LAPLACE CORR- -7.34 (seconds) DEFLEC99 FY2042 GEOID HEIGHT- -32.70 (meters) GEOID03 FY2042 DYNAMIC HT - 137.320 (meters) 450.52 (feet) COMP FY2042 MODELED GRAV- 979,806.9 (mgal) NAVD 88 FY2042 FY2042 HORZ ORDER - SECOND FY2042 VERT ORDER - FIRST CLASS II FY2042 FY2042.The North Carolina HARNS have been completed but, FY2042.due to contractual restrictions, coordinates for these stations FY2042.will NOT be published in the near future. In the interim, the FY2042.published coordinates in North Carolina will not be FY2042.consistent with the Continuously Operating Reference Stations FY2042.(CORS). The HARN coordinates for these stations are available FY2042.upon request. Contact Gary Thompson(919-733-3836). FY2042. FY2042.In addition, the published North Carolina positions FY2042.(NAD 83 (1986)) are NOT consistent with those determined in FY2042.adjacent state readjustments. The discontinuity between stations FY2042.located in North Carolina and those in adjacent states FY2042.which have been adjusted to the HARN may be as much as 5 FY2042.decimeters. This will result in a significant loss of accuracy FY2042.over lines crossing such state borders. FY2042 FY2042 FY2042.The horizontal coordinates were established by classical geodetic methods FY2042.and adjusted by the National Geodetic Survey in July 1986. FY2042 FY2042.The orthometric height was determined by differential leveling FY2042.and adjusted by the National Geodetic Survey in June 1991. FY2042 FY2042.The Laplace correction was computed from DEFLEC99 derived deflections. FY2042 FY2042.The geoid height was determined by GEOID03. FY2042 FY2042.The dynamic height is computed by dividing the NAVD 88 FY2042.geopotential number by the normal gravity value computed on the FY2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2042.degrees latitude (g = 980.6199 gals.). FY2042 FY2042.The modeled gravity was interpolated from observed gravity values. FY2042 FY2042; North East Units Scale Factor Converg. FY2042;SPC NC - 276,109.516 660,205.936 MT 1.00002057 +0 19 29.7 FY2042;SPC NC - 905,869.30 2,166,025.64 sFT 1.00002057 +0 19 29.7 FY2042;UTM 17 - 4,013,349.846 730,319.995 MT 1.00025365 +1 30 56.6 FY2042 FY2042! - Elev Factor x Scale Factor = Combined Factor FY2042!SPC NC - 0.99998356 x 1.00002057 = 1.00000413 FY2042!UTM 17 - 0.99998356 x 1.00025365 = 1.00023721 FY2042 FY2042: Primary Azimuth Mark Grid Az FY2042:SPC NC - RAIL 194 46 32.2 FY2042:UTM 17 - RAIL 193 35 05.3 FY2042 FY2042|---------------------------------------------------------------------| FY2042| PID Reference Object Distance Geod. Az | FY2042| dddmmss.s | FY2042| FY2730 RAIL APPROX. 2.3 KM 1950601.9 | FY2042|---------------------------------------------------------------------| FY2042 FY2042 SUPERSEDED SURVEY CONTROL FY2042 FY2042 NAD 27 - 36 14 14.86822(N) 078 26 14.42698(W) AD( ) 2 FY2042 NGVD 29 (03/05/92) 137.721 (m) 451.84 (f) ADJUSTED 1 2 FY2042 FY2042.Superseded values are not recommended for survey control. FY2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2042.See file dsdata.txt to determine how the superseded data were derived. FY2042 FY2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3032013350(NAD 83) FY2042_MARKER: DE = TRAVERSE STATION DISK FY2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2042_SP_SET: CONCRETE POST FY2042_STAMPING: TENANT 1976 FY2042_MARK LOGO: NCGS FY2042_PROJECTION: FLUSH FY2042_MAGNETIC: N = NO MAGNETIC MATERIAL FY2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2042+STABILITY: SURFACE MOTION FY2042 FY2042 HISTORY - Date Condition Report By FY2042 HISTORY - 1976 MONUMENTED NCGS FY2042 HISTORY - 1979 GOOD NCGS FY2042 FY2042 STATION DESCRIPTION FY2042 FY2042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2042'TENANT IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2042'APPROXIMATELY 1.2 MILES NORTH-NORTHEAST OF KITTRELL AND 6.6 MILES FY2042'SOUTH-SOUTHWEST OF HENDERSON, NORTH CAROLINA. FY2042' FY2042'TO REACH STATION FROM INTERSECTION OF US 1 WITH SR 1105 (OXFORD RD.) FY2042'IN KITTRELL, PROCEED NORTHERLY ALONG US 1 FOR 1.15 MILES TO STATION ON FY2042'THE RIGHT, APPROXIMATELY 300 FEET EAST OF AND ACROSS HIGHWAY FROM A FY2042'SMALL ONE STORY TENANT HOUSE, AND 0.15 MILE SOUTH OF Y INTERSECTION FY2042'WITH US 1 BUSINESS. FY2042' FY2042'STATION MARK IS A STANDARD BRASS DISK, STAMPED---TENANT 1976---, SET FY2042'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2042'SURFACE OF THE GROUND. THE MARK IS 26.1 FEET EAST-SOUTHEAST OF THE FY2042'CENTERLINE OF US 1, 34.1 FEET WEST-NORTHWEST OF WEST RAIL OF SEABOARD FY2042'COAST LINE RAILROAD, 72.7 FEET NORTHEAST OF INTERSECTION OF FY2042'PROLONGATED CENTERLINE OF DIRT DRIVEWAY WITH CENTERLINE OF HIGHWAY, FY2042'8.3 FEET WEST-SOUTHWEST OF TELEPHONE POLE WITH ALUMINUM TAG, 82.8 FEET FY2042'EAST OF POWER POLE WITH ALUMINUM TAG, AND 58.6 FEET SOUTHEAST OF 15 FY2042'INCH PEAR WITH ALUMINUM TAG. FY2042 FY2042 STATION RECOVERY (1979) FY2042 FY2042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2042'1.2 MI NORTH FROM KITTRELL. FY2042'1.15 MILES NORTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1105 IN FY2042'KITTRELL, OR 0.15 MILE SOUTH OF Y INTERSECTION WITH U.S. 1 BUSINESS, FY2042'EAST OF AND ACROSS HIGHWAY FROM A SMALL ONE-STORY FRAME FY2042'HOUSE, ALSO APPROXIMATELY 300 FEET SOUTH OF AND ACROSS HIGHWAY FY2042'FROM A TWO-STORY FRAME HOUSE, 72.7 FEET NORTHEAST OF CENTERLINE FY2042'INTERSECTION OF HIGHWAY AND DRIVEWAY, 26.1 FEET SOUTHEAST OF FY2042'CENTERLINE OF HIGHWAY, 34.1 FEET NORTHWEST OF WEST RAIL OF FY2042'RAILROAD, 8.3 FEET SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, FY2042'82.8 FEET EAST OF POWER POLE WITH REFERENCE TAG AND 58.6 FEET FY2042'SOUTHEAST OF 15-INCH PEAR TREE WITH REFERENCE TAG. FY2042'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2828 *********************************************************************** FY2828 DESIGNATION - TEXACO FY2828 PID - FY2828 FY2828 STATE/COUNTY- NC/VANCE FY2828 USGS QUAD - HENDERSON (1982) FY2828 FY2828 *CURRENT SURVEY CONTROL FY2828 ___________________________________________________________________ FY2828* NAD 83(1986)- 36 20 22.79675(N) 078 24 38.37083(W) ADJUSTED FY2828* NAVD 88 - 136.4 (meters) 448. (feet) VERTCON FY2828 ___________________________________________________________________ FY2828 LAPLACE CORR- -7.19 (seconds) DEFLEC99 FY2828 GEOID HEIGHT- -32.63 (meters) GEOID03 FY2828 FY2828 HORZ ORDER - SECOND FY2828 FY2828.The North Carolina HARNS have been completed but, FY2828.due to contractual restrictions, coordinates for these stations FY2828.will NOT be published in the near future. In the interim, the FY2828.published coordinates in North Carolina will not be FY2828.consistent with the Continuously Operating Reference Stations FY2828.(CORS). The HARN coordinates for these stations are available FY2828.upon request. Contact Gary Thompson(919-733-3836). FY2828. FY2828.In addition, the published North Carolina positions FY2828.(NAD 83 (1986)) are NOT consistent with those determined in FY2828.adjacent state readjustments. The discontinuity between stations FY2828.located in North Carolina and those in adjacent states FY2828.which have been adjusted to the HARN may be as much as 5 FY2828.decimeters. This will result in a significant loss of accuracy FY2828.over lines crossing such state borders. FY2828 FY2828 FY2828.The horizontal coordinates were established by classical geodetic methods FY2828.and adjusted by the National Geodetic Survey in July 1986. FY2828 FY2828.The NAVD 88 height was computed by applying the VERTCON shift value to FY2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2828 FY2828.The Laplace correction was computed from DEFLEC99 derived deflections. FY2828 FY2828.The geoid height was determined by GEOID03. FY2828 FY2828; North East Units Scale Factor Converg. FY2828;SPC NC - 287,447.907 662,512.105 MT 1.00005288 +0 20 24.5 FY2828;SPC NC - 943,068.67 2,173,591.80 sFT 1.00005288 +0 20 24.5 FY2828;UTM 17 - 4,024,736.328 732,390.088 MT 1.00026544 +1 32 06.2 FY2828 FY2828! - Elev Factor x Scale Factor = Combined Factor FY2828!SPC NC - 0.99998371 x 1.00005288 = 1.00003659 FY2828!UTM 17 - 0.99998371 x 1.00026544 = 1.00024915 FY2828 FY2828: Primary Azimuth Mark Grid Az FY2828:SPC NC - HOLIDAY 060 19 50.3 FY2828:UTM 17 - HOLIDAY 059 08 08.6 FY2828 FY2828|---------------------------------------------------------------------| FY2828| PID Reference Object Distance Geod. Az | FY2828| dddmmss.s | FY2828| FY2820 HOLIDAY APPROX. 1.8 KM 0604014.8 | FY2828|---------------------------------------------------------------------| FY2828 FY2828 SUPERSEDED SURVEY CONTROL FY2828 FY2828 NAD 27 - 36 20 22.27310(N) 078 24 39.37341(W) AD( ) 2 FY2828 NGVD 29 (07/19/86) 136.7 (m) 448. (f) VERT ANG FY2828 FY2828.Superseded values are not recommended for survey control. FY2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2828.See file dsdata.txt to determine how the superseded data were derived. FY2828 FY2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3239024736(NAD 83) FY2828_MARKER: DE = TRAVERSE STATION DISK FY2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2828_STAMPING: TEXACO 1969 FY2828_MARK LOGO: NCGS FY2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2828+STABILITY: SURFACE MOTION FY2828 FY2828 HISTORY - Date Condition Report By FY2828 HISTORY - 1969 MONUMENTED NCGS FY2828 HISTORY - 1971 SEE DESCRIPTION NCGS FY2828 FY2828 STATION DESCRIPTION FY2828 FY2828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2828'TEXACO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2828'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2828' FY2828'TEXACO IS LOCATED APPROXIMATELY 1.4 MILES ESE OF HENDERSON. TO FY2828'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND U.S. 1, FY2828'GO SOUTH ALONG I-85 FOR 3.6 MILES TO INTERSECTION OF NC 39 AND FY2828'I-85 OVERPASS. STATION IS ON THE WEST SIDE OF NC 39, SSW OF FY2828'CURRENT BRIDGE (TO BE REPLACED). FY2828' FY2828'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2828'TEXACO 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2828'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2828' FY2828'MARK IS FY2828' FY2828'33.4 FT W OF C/L OF NC 39 FY2828' FY2828'41.4 FT N OF 14 INCH PINE IN ISLAND, WITH ALUMINUM REF. TAG FY2828' FY2828'85.8 FT NNW OF PP 5-1/2 WITH ALUMINUM REF. TAG FY2828' FY2828'91.5 FT SSE OF PP 6 AT BRIDGE, WITH ALUMINUM REF. TAG FY2828' FY2828'56.3 FT NNE OF 8 INCH GUM TREE IN ISLAND, WITH ALUMINUM REF. TAG FY2828 FY2828 STATION RECOVERY (1971) FY2828 FY2828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FY2828'TEXACO NCGS DESTROYED. FY2828'TOP OF MONUMENT, INCLUDING TABLET, HAS BEEN DESTROYED. FY2828'TEXACO 2, 1971 ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1804 *********************************************************************** FY1804 DESIGNATION - TEXACO 2 FY1804 PID - FY1804 FY1804 STATE/COUNTY- NC/VANCE FY1804 USGS QUAD - HENDERSON (1982) FY1804 FY1804 *CURRENT SURVEY CONTROL FY1804 ___________________________________________________________________ FY1804* NAD 83(1986)- 36 20 23.17657(N) 078 24 38.33018(W) ADJUSTED FY1804* NAVD 88 - 136.929 (meters) 449.24 (feet) ADJUSTED FY1804 ___________________________________________________________________ FY1804 LAPLACE CORR- -7.19 (seconds) DEFLEC99 FY1804 GEOID HEIGHT- -32.63 (meters) GEOID03 FY1804 DYNAMIC HT - 136.817 (meters) 448.87 (feet) COMP FY1804 MODELED GRAV- 979,807.1 (mgal) NAVD 88 FY1804 FY1804 HORZ ORDER - SECOND FY1804 VERT ORDER - SECOND CLASS I FY1804 FY1804.The North Carolina HARNS have been completed but, FY1804.due to contractual restrictions, coordinates for these stations FY1804.will NOT be published in the near future. In the interim, the FY1804.published coordinates in North Carolina will not be FY1804.consistent with the Continuously Operating Reference Stations FY1804.(CORS). The HARN coordinates for these stations are available FY1804.upon request. Contact Gary Thompson(919-733-3836). FY1804. FY1804.In addition, the published North Carolina positions FY1804.(NAD 83 (1986)) are NOT consistent with those determined in FY1804.adjacent state readjustments. The discontinuity between stations FY1804.located in North Carolina and those in adjacent states FY1804.which have been adjusted to the HARN may be as much as 5 FY1804.decimeters. This will result in a significant loss of accuracy FY1804.over lines crossing such state borders. FY1804 FY1804 FY1804.The horizontal coordinates were established by classical geodetic methods FY1804.and adjusted by the National Geodetic Survey in July 1986. FY1804 FY1804.The orthometric height was determined by differential leveling FY1804.and adjusted by the National Geodetic Survey in June 1991. FY1804 FY1804.The Laplace correction was computed from DEFLEC99 derived deflections. FY1804 FY1804.The geoid height was determined by GEOID03. FY1804 FY1804.The dynamic height is computed by dividing the NAVD 88 FY1804.geopotential number by the normal gravity value computed on the FY1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1804.degrees latitude (g = 980.6199 gals.). FY1804 FY1804.The modeled gravity was interpolated from observed gravity values. FY1804 FY1804; North East Units Scale Factor Converg. FY1804;SPC NC - 287,459.621 662,513.049 MT 1.00005291 +0 20 24.6 FY1804;SPC NC - 943,107.11 2,173,594.89 sFT 1.00005291 +0 20 24.6 FY1804;UTM 17 - 4,024,748.061 732,390.788 MT 1.00026545 +1 32 06.2 FY1804 FY1804! - Elev Factor x Scale Factor = Combined Factor FY1804!SPC NC - 0.99998363 x 1.00005291 = 1.00003654 FY1804!UTM 17 - 0.99998363 x 1.00026545 = 1.00024908 FY1804 FY1804: Primary Azimuth Mark Grid Az FY1804:SPC NC - FENCE 2 267 38 42.1 FY1804:UTM 17 - FENCE 2 266 27 00.5 FY1804 FY1804|---------------------------------------------------------------------| FY1804| PID Reference Object Distance Geod. Az | FY1804| dddmmss.s | FY1804| FY1805 FENCE 2 APPROX. 1.6 KM 2675906.7 | FY1804|---------------------------------------------------------------------| FY1804 FY1804 SUPERSEDED SURVEY CONTROL FY1804 FY1804 NAD 27 - 36 20 22.65285(N) 078 24 39.33292(W) AD( ) 2 FY1804 NGVD 29 (03/05/92) 137.214 (m) 450.18 (f) ADJUSTED 2 1 FY1804 FY1804.Superseded values are not recommended for survey control. FY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1804.See file dsdata.txt to determine how the superseded data were derived. FY1804 FY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3239124748(NAD 83) FY1804_MARKER: DE = TRAVERSE STATION DISK FY1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1804_SP_SET: CONCRETE POST FY1804_STAMPING: TEXACO 2 1971 FY1804_MARK LOGO: NCGS FY1804_PROJECTION: RECESSED 3 CENTIMETERS FY1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1804+STABILITY: SURFACE MOTION FY1804 FY1804 HISTORY - Date Condition Report By FY1804 HISTORY - 1971 MONUMENTED NCGS FY1804 HISTORY - 1977 GOOD NCGS FY1804 HISTORY - 1978 GOOD NCGS FY1804 FY1804 STATION DESCRIPTION FY1804 FY1804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1804'1.0 MI NW FROM HENDERSON. FY1804'STATION IS LOCATED AT THE NC 39 OVERPASS OF I 85 NORTH OF HENDERSON, FY1804'NEAR THE SOUTHWEST CORNER OF THE NC 39 BRIDGE, 34.1 FT. WEST FY1804'SOUTHWEST OF CENTERLINE OF NC 39, 35.0 FT. SOUTH SOUTHEAST OF FY1804'SOUTHWEST CORNER OF NC 39 BRIDGE CONCRETE RAIL OVER I 85, 15.0 FT. FY1804'SOUTHEAST OF POWER POLE NUMBER 6 WITH TRANSFORMER AND ALUMINUM REF. FY1804'TAG, 122.5 FT. NORTH OF POWER POLE NUMBER 15 AND ONE HALF WITH LAMP FY1804'AND ALUMINUM REF. TAG, 77.7 FT. NORTH NORTHEAST OF 20 INCH PINE WITH FY1804'ALUMINUM REF. TAG, 83.8 FT. NORTHEAST OF 10 INCH GUM WITH ALUMINUM FY1804'REF. TAG AND 3.1 FT. WEST SOUTHWEST OF TOP OF GUARD RAIL. FY1804 FY1804 STATION RECOVERY (1978) FY1804 FY1804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) FY1804'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2847 *********************************************************************** FY2847 DESIGNATION - TOWNSVILLE FY2847 PID - FY2847 FY2847 STATE/COUNTY- NC/VANCE FY2847 USGS QUAD - TOWNSVILLE (1970) FY2847 FY2847 *CURRENT SURVEY CONTROL FY2847 ___________________________________________________________________ FY2847* NAD 83(1986)- 36 29 44.45696(N) 078 25 24.29020(W) ADJUSTED FY2847* NAVD 88 - 121. (meters) 397. (feet) SCALED FY2847 ___________________________________________________________________ FY2847 LAPLACE CORR- -6.43 (seconds) DEFLEC99 FY2847 GEOID HEIGHT- -32.31 (meters) GEOID03 FY2847 FY2847 HORZ ORDER - FIRST FY2847 FY2847.The North Carolina HARNS have been completed but, FY2847.due to contractual restrictions, coordinates for these stations FY2847.will NOT be published in the near future. In the interim, the FY2847.published coordinates in North Carolina will not be FY2847.consistent with the Continuously Operating Reference Stations FY2847.(CORS). The HARN coordinates for these stations are available FY2847.upon request. Contact Gary Thompson(919-733-3836). FY2847. FY2847.In addition, the published North Carolina positions FY2847.(NAD 83 (1986)) are NOT consistent with those determined in FY2847.adjacent state readjustments. The discontinuity between stations FY2847.located in North Carolina and those in adjacent states FY2847.which have been adjusted to the HARN may be as much as 5 FY2847.decimeters. This will result in a significant loss of accuracy FY2847.over lines crossing such state borders. FY2847 FY2847 FY2847.The horizontal coordinates were established by classical geodetic methods FY2847.and adjusted by the National Geodetic Survey in July 1986. FY2847 FY2847.The orthometric height was scaled from a topographic map. FY2847 FY2847.The Laplace correction was computed from DEFLEC99 derived deflections. FY2847 FY2847.The geoid height was determined by GEOID03. FY2847 FY2847; North East Units Scale Factor Converg. FY2847;SPC NC - 304,754.946 661,266.380 MT 1.00010846 +0 19 58.0 FY2847;SPC NC - 999,850.19 2,169,504.78 sFT 1.00010846 +0 19 58.0 FY2847;UTM 17 - 4,042,016.673 730,782.609 MT 1.00025624 +1 31 59.3 FY2847 FY2847! - Elev Factor x Scale Factor = Combined Factor FY2847!SPC NC - 0.99998613 x 1.00010846 = 1.00009458 FY2847!UTM 17 - 0.99998613 x 1.00025624 = 1.00024236 FY2847 FY2847: Primary Azimuth Mark Grid Az FY2847:SPC NC - TOWNSVILLE RM 1 AZIMUTH 104 19 07.2 FY2847:UTM 17 - TOWNSVILLE RM 1 AZIMUTH 103 07 05.9 FY2847 FY2847|---------------------------------------------------------------------| FY2847| PID Reference Object Distance Geod. Az | FY2847| dddmmss.s | FY2847| FY2515 SOUTH HILL MUNICIPAL TANK APPROX.36.3 KM 0453318.3 | FY2847| FY4127 TOWNSVILLE RM 1 AZIMUTH 1043905.2 | FY2847| FY4128 TOWNSVILLE RM 2 40.663 METERS 21139 | FY2847| FY4129 TOWNSVILLE RM 3 50.819 METERS 32147 | FY2847|---------------------------------------------------------------------| FY2847 FY2847 SUPERSEDED SURVEY CONTROL FY2847 FY2847 NAD 27 - 36 29 43.94200(N) 078 25 25.30000(W) AD( ) 1 FY2847 FY2847.Superseded values are not recommended for survey control. FY2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2847.See file dsdata.txt to determine how the superseded data were derived. FY2847 FY2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3078342017(NAD 83) FY2847_MARKER: DS = TRIANGULATION STATION DISK FY2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2847_STAMPING: TOWNSVILLE 1933 FY2847_MARK LOGO: CGS FY2847 FY2847 HISTORY - Date Condition Report By FY2847 HISTORY - 1933 MONUMENTED CGS FY2847 HISTORY - 1941 GOOD USE FY2847 FY2847 STATION DESCRIPTION FY2847 FY2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FY2847'AT TOWNSVILLE, ON PROPERTY OF ROBERT TAYLOR, 87 FEET EAST OF FY2847'NORTH-AND-SOUTH ROAD, AND 168 FEET SOUTH OF SOUTHEAST CORNER OF FY2847'NEGRO CHURCH. TO REACH FROM CLARKSVILLE, GO SOUTH 5 MILES ON FY2847'ROUTE 15, TURN LEFT ONTO GRAVEL ROAD AT NORTH SIDE OF SOUDAN FY2847'RAILROAD STATION, PROCEED EAST 4.8 MILES TO T-ROAD AND BATTERY FY2847'OF 14 MAIL BOXES, TURN RIGHT ON T-ROAD AND GO 3.9 MILES FY2847'(TEMPORARY ROUTE 501 WHEN NORTH CAROLINA IS REACHED), TURN FY2847'RIGHT AT SLANTING T-ROAD JUNCTION AT ROCK SPRING CHURCH, AND FY2847'CONTINUE STRAIGHT AHEAD 2 MILES TO TOWNSVILLE. SURFACE AND FY2847'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN FY2847'CONCRETE. REFERENCE MARKS ARE STANDARD FY2847'REFERENCE DISKS IN CONCRETE. FY2847' FY2847'REFERENCE MARK NO. 1 IS 6 METERS (20 FEET) FY2847'SOUTHEAST OF CENTER LINE OF GRAVEL ROAD, 1 FOOT FY2847'NORTHWEST OF FENCE LINE ON EAST SIDE OF ROAD, AND APPROXIMATELY FY2847'0.2 MILE FROM STATION S 75 DEG 11 MIN E. FY2847' FY2847'REFERENCE MARK NO. 2 IS 21 FEET FY2847'WEST OF CENTER LINE OF ROAD, 74 FEET NORTHEAST OF FY2847'NORTHEAST CORNER OF SCHOOLHOUSE ON WEST SIDE OF ROAD, AND 133.41 FY2847'FEET FROM STATION S 31 DEG 39 MIN W. FY2847' FY2847'REFERENCE MARK NO. 3 IS 80 FEET EAST FY2847'OF CENTER LINE OF ROAD, 6 FEET WEST OF SOUTHEAST CORNER OF NEGRO, FY2847'CHURCH, AND 166.73 FEET FROM STATION N 38 DEG 13 MIN W. FY2847 FY2847 STATION RECOVERY (1941) FY2847 FY2847'RECOVERY NOTE BY US ENGINEERS 1941 FY2847'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED FY2847'AS DESCRIBED. PRESENT DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2030 *********************************************************************** FY2030 DESIGNATION - TRACK FY2030 PID - FY2030 FY2030 STATE/COUNTY- NC/VANCE FY2030 USGS QUAD - HENDERSON (1982) FY2030 FY2030 *CURRENT SURVEY CONTROL FY2030 ___________________________________________________________________ FY2030* NAD 83(1986)- 36 18 28.94370(N) 078 24 24.15623(W) ADJUSTED FY2030* NAVD 88 - 154.761 (meters) 507.75 (feet) ADJUSTED FY2030 ___________________________________________________________________ FY2030 LAPLACE CORR- -7.13 (seconds) DEFLEC99 FY2030 GEOID HEIGHT- -32.70 (meters) GEOID03 FY2030 DYNAMIC HT - 154.633 (meters) 507.33 (feet) COMP FY2030 MODELED GRAV- 979,804.0 (mgal) NAVD 88 FY2030 FY2030 HORZ ORDER - SECOND FY2030 VERT ORDER - FIRST CLASS II FY2030 FY2030.The North Carolina HARNS have been completed but, FY2030.due to contractual restrictions, coordinates for these stations FY2030.will NOT be published in the near future. In the interim, the FY2030.published coordinates in North Carolina will not be FY2030.consistent with the Continuously Operating Reference Stations FY2030.(CORS). The HARN coordinates for these stations are available FY2030.upon request. Contact Gary Thompson(919-733-3836). FY2030. FY2030.In addition, the published North Carolina positions FY2030.(NAD 83 (1986)) are NOT consistent with those determined in FY2030.adjacent state readjustments. The discontinuity between stations FY2030.located in North Carolina and those in adjacent states FY2030.which have been adjusted to the HARN may be as much as 5 FY2030.decimeters. This will result in a significant loss of accuracy FY2030.over lines crossing such state borders. FY2030 FY2030 FY2030.The horizontal coordinates were established by classical geodetic methods FY2030.and adjusted by the National Geodetic Survey in July 1986. FY2030 FY2030.The orthometric height was determined by differential leveling FY2030.and adjusted by the National Geodetic Survey in June 1991. FY2030 FY2030.The Laplace correction was computed from DEFLEC99 derived deflections. FY2030 FY2030.The geoid height was determined by GEOID03. FY2030 FY2030.The dynamic height is computed by dividing the NAVD 88 FY2030.geopotential number by the normal gravity value computed on the FY2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY2030.degrees latitude (g = 980.6199 gals.). FY2030 FY2030.The modeled gravity was interpolated from observed gravity values. FY2030 FY2030; North East Units Scale Factor Converg. FY2030;SPC NC - 283,940.551 662,887.570 MT 1.00004252 +0 20 32.7 FY2030;SPC NC - 931,561.62 2,174,823.64 sFT 1.00004252 +0 20 32.7 FY2030;UTM 17 - 4,021,236.794 732,838.678 MT 1.00026802 +1 32 10.5 FY2030 FY2030! - Elev Factor x Scale Factor = Combined Factor FY2030!SPC NC - 0.99998084 x 1.00004252 = 1.00002336 FY2030!UTM 17 - 0.99998084 x 1.00026802 = 1.00024886 FY2030 FY2030: Primary Azimuth Mark Grid Az FY2030:SPC NC - TANK 174 45 51.9 FY2030:UTM 17 - TANK 173 34 14.1 FY2030 FY2030|---------------------------------------------------------------------| FY2030| PID Reference Object Distance Geod. Az | FY2030| dddmmss.s | FY2030| FY2031 TANK APPROX. 0.8 KM 1750624.6 | FY2030|---------------------------------------------------------------------| FY2030 FY2030 SUPERSEDED SURVEY CONTROL FY2030 FY2030 NAD 27 - 36 18 28.41734(N) 078 24 25.16517(W) AD( ) 2 FY2030 NGVD 29 (03/05/92) 155.047 (m) 508.68 (f) ADJUSTED 1 2 FY2030 FY2030.Superseded values are not recommended for survey control. FY2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2030.See file dsdata.txt to determine how the superseded data were derived. FY2030 FY2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3283921237(NAD 83) FY2030_MARKER: DE = TRAVERSE STATION DISK FY2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2030_SP_SET: CONCRETE POST FY2030_STAMPING: TRACK 1969 FY2030_MARK LOGO: NCGS FY2030_PROJECTION: RECESSED 8 CENTIMETERS FY2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2030+STABILITY: SURFACE MOTION FY2030 FY2030 HISTORY - Date Condition Report By FY2030 HISTORY - 1969 MONUMENTED NCGS FY2030 HISTORY - 1979 GOOD NCGS FY2030 HISTORY - 1979 GOOD NCGS FY2030 FY2030 STATION DESCRIPTION FY2030 FY2030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2030'TRACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION FY2030'ESTABLISHED IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2030' FY2030'TRACK IS LOCATED APPROXIMATELY 1.6 MILES SSW OF THE FY2030'CENTER OF HENDERSON. TO REACH STATION PROCEED FROM THE FY2030'INTERSECTION OF BEAR POND RD. (SR 1115) AND U.S. 1 BUSINESS FY2030'IN HENDERSON, GO NORTH ON U.S. 1 BUSINESS FOR 1.7 MILES TO FY2030'SR 1143, BEAR TO RIGHT ON SR 1143 FOR 0.55 MILE TO FY2030'RAILROAD CROSSING AND STATION. WHICH IS ON THE EAST FY2030'SIDE OF RR TRACKS, NORTHEAST OF INTERSECTION OF SR FY2030'1144 AND SR 1143. FY2030' FY2030'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY2030'STAMPED TRACK 1969, SET IN THE TOP OF A CONCRETE FY2030'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE FY2030'OF THE GROUND. FY2030' FY2030'MARK IS FY2030' FY2030'9.8 FT E OF E RAIL FY2030' FY2030'20.8 FT NNW OF TP 17 ON E SIDE OF TRACKS, AND WITH ALUMINUM FY2030'REF. TAG FY2030' FY2030'49.5 FT SSW OF TP 1551 ON E SIDE OF TRACKS, AND FY2030'WITH ALUMINUM REF. TAG FY2030' FY2030'58.7 FT S OF RR CROSSING SIGNAL LIGHTPOST ON E SIDE OF FY2030'TRACKS FY2030' FY2030'41.6 FT SE OF RR CROSSING SIGNAL LIGHT ON W SIDE OF TRACKS FY2030 FY2030 STATION RECOVERY (1979) FY2030 FY2030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) FY2030'THE STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING FY2030'CORRECTIONS. FY2030' FY2030'THE TELEPHONE POLE 1551 IS GONE. MARK IS 22.2 FEET SOUTHEAST OF FY2030'CROSSING OF MAIN TRACK. FY2030 FY2030 STATION RECOVERY (1979) FY2030 FY2030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FY2030'IN HENDERSON. FY2030'1.0 MILE SOUTH ALONG U.S. 1 BUSINESS FROM JUNCTION WITH U.S. 158 FY2030'BUSINESS IN HENDERSON, THENCE 0.1 MILE EAST ALONG SR 1144 (MARIAN FY2030'AVENUE), ON EAST SIDE OF MAIN TRACK, AT THE MATTHEWS TO NICHOLAS FY2030'STREET CROSSING, 22.2 FEET SOUTHEAST OF CROSSING OF THE MAIN FY2030'TRACK, 9.8 FEET EAST OF EAST RAIL OF MAIN TRACK, 20.8 FEET FY2030'NORTHWEST OF TELEPHONE POLE 17 WITH REFERENCE TAG, 41.6 FEET FY2030'SOUTHEAST OF SIGNAL POST WEST OF THE TRACK AND 58.7 FEET FY2030'SOUTH OF SIGNAL POST EAST OF THE TRACK. FY2030'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2829 *********************************************************************** FY2829 DESIGNATION - VALLEY FY2829 PID - FY2829 FY2829 STATE/COUNTY- NC/VANCE FY2829 USGS QUAD - HENDERSON (1982) FY2829 FY2829 *CURRENT SURVEY CONTROL FY2829 ___________________________________________________________________ FY2829* NAD 83(1986)- 36 21 17.22336(N) 078 23 09.43852(W) ADJUSTED FY2829* NAVD 88 - 154.6 (meters) 507. (feet) VERTCON FY2829 ___________________________________________________________________ FY2829 LAPLACE CORR- -6.72 (seconds) DEFLEC99 FY2829 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2829 FY2829 HORZ ORDER - SECOND FY2829 FY2829.The North Carolina HARNS have been completed but, FY2829.due to contractual restrictions, coordinates for these stations FY2829.will NOT be published in the near future. In the interim, the FY2829.published coordinates in North Carolina will not be FY2829.consistent with the Continuously Operating Reference Stations FY2829.(CORS). The HARN coordinates for these stations are available FY2829.upon request. Contact Gary Thompson(919-733-3836). FY2829. FY2829.In addition, the published North Carolina positions FY2829.(NAD 83 (1986)) are NOT consistent with those determined in FY2829.adjacent state readjustments. The discontinuity between stations FY2829.located in North Carolina and those in adjacent states FY2829.which have been adjusted to the HARN may be as much as 5 FY2829.decimeters. This will result in a significant loss of accuracy FY2829.over lines crossing such state borders. FY2829 FY2829 FY2829.The horizontal coordinates were established by classical geodetic methods FY2829.and adjusted by the National Geodetic Survey in July 1986. FY2829 FY2829.The NAVD 88 height was computed by applying the VERTCON shift value to FY2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2829 FY2829.The Laplace correction was computed from DEFLEC99 derived deflections. FY2829 FY2829.The geoid height was determined by GEOID03. FY2829 FY2829; North East Units Scale Factor Converg. FY2829;SPC NC - 289,139.042 664,719.564 MT 1.00005794 +0 21 15.9 FY2829;SPC NC - 948,617.01 2,180,834.10 sFT 1.00005794 +0 21 15.9 FY2829;UTM 17 - 4,026,473.522 734,562.257 MT 1.00027794 +1 33 01.0 FY2829 FY2829! - Elev Factor x Scale Factor = Combined Factor FY2829!SPC NC - 0.99998087 x 1.00005794 = 1.00003881 FY2829!UTM 17 - 0.99998087 x 1.00027794 = 1.00025880 FY2829 FY2829: Primary Azimuth Mark Grid Az FY2829:SPC NC - HOLIDAY 218 50 42.7 FY2829:UTM 17 - HOLIDAY 217 38 57.6 FY2829 FY2829|---------------------------------------------------------------------| FY2829| PID Reference Object Distance Geod. Az | FY2829| dddmmss.s | FY2829| FY2820 HOLIDAY APPROX. 1.0 KM 2191158.6 | FY2829|---------------------------------------------------------------------| FY2829 FY2829 SUPERSEDED SURVEY CONTROL FY2829 FY2829 NAD 27 - 36 21 16.70098(N) 078 23 10.44341(W) AD( ) 2 FY2829 NGVD 29 (07/19/86) 154.9 (m) 508. (f) VERT ANG FY2829 FY2829.Superseded values are not recommended for survey control. FY2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2829.See file dsdata.txt to determine how the superseded data were derived. FY2829 FY2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3456226474(NAD 83) FY2829_MARKER: DE = TRAVERSE STATION DISK FY2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2829_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2829_STAMPING: VALLEY 1969 FY2829_MARK LOGO: NCGS FY2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2829+STABILITY: SURFACE MOTION FY2829 FY2829 HISTORY - Date Condition Report By FY2829 HISTORY - 1969 MONUMENTED NCGS FY2829 FY2829 STATION DESCRIPTION FY2829 FY2829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2829'VALLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2829'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2829' FY2829'VALLEY IS LOCATED APPROXIMATELY 0.7 MILE NNE OF HENDERSON. TO FY2829'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND U.S. 1, FY2829'GO 1.9 MILES SOUTH ALONG I-85 TO SPRING VALLEY RD. (SR FY2829'1317). STATION IS APPROXIMATELY 30 FEET FROM NORTHWEST FY2829'ABUTMENT OF BRIDGE, IN NORTHWEST QUADRANT OF SPRING VALLEY RD. FY2829'AND I-85, AND 1.7 MILES NORTH ALONG I-85 FROM NC 39 INTERSECTION FY2829'WITH I-85. FY2829' FY2829'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2829'VALLEY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2829'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2829' FY2829'MARK IS FY2829' FY2829'18.1 FT E OF C/L OF SPRING VALLEY RD. (SR 1317) FY2829' FY2829'17.0 FT N OF NE BRIDGE RAIL FY2829' FY2829'38.3 FT NNE OF NW BRIDGE RAIL FY2829' FY2829'89.2 FT S OF TP 10 WITH ALUMINUM REF. TAG FY2829' FY2829'2.5 FT NE OF SECOND GUARD RAIL AT N END OF BRIDGE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2830 *********************************************************************** FY2830 DESIGNATION - VANCO FY2830 PID - FY2830 FY2830 STATE/COUNTY- NC/VANCE FY2830 USGS QUAD - HENDERSON (1982) FY2830 FY2830 *CURRENT SURVEY CONTROL FY2830 ___________________________________________________________________ FY2830* NAD 83(1986)- 36 17 55.91663(N) 078 23 21.11995(W) ADJUSTED FY2830* NAVD 88 - 156.5 (meters) 513. (feet) VERTCON FY2830 ___________________________________________________________________ FY2830 LAPLACE CORR- -6.93 (seconds) DEFLEC99 FY2830 GEOID HEIGHT- -32.79 (meters) GEOID03 FY2830 FY2830 HORZ ORDER - SECOND FY2830 FY2830.The North Carolina HARNS have been completed but, FY2830.due to contractual restrictions, coordinates for these stations FY2830.will NOT be published in the near future. In the interim, the FY2830.published coordinates in North Carolina will not be FY2830.consistent with the Continuously Operating Reference Stations FY2830.(CORS). The HARN coordinates for these stations are available FY2830.upon request. Contact Gary Thompson(919-733-3836). FY2830. FY2830.In addition, the published North Carolina positions FY2830.(NAD 83 (1986)) are NOT consistent with those determined in FY2830.adjacent state readjustments. The discontinuity between stations FY2830.located in North Carolina and those in adjacent states FY2830.which have been adjusted to the HARN may be as much as 5 FY2830.decimeters. This will result in a significant loss of accuracy FY2830.over lines crossing such state borders. FY2830 FY2830 FY2830.The horizontal coordinates were established by classical geodetic methods FY2830.and adjusted by the National Geodetic Survey in July 1986. FY2830 FY2830.The NAVD 88 height was computed by applying the VERTCON shift value to FY2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2830 FY2830.The Laplace correction was computed from DEFLEC99 derived deflections. FY2830 FY2830.The geoid height was determined by GEOID03. FY2830 FY2830; North East Units Scale Factor Converg. FY2830;SPC NC - 282,932.056 664,466.482 MT 1.00003958 +0 21 09.1 FY2830;SPC NC - 928,252.92 2,180,003.78 sFT 1.00003958 +0 21 09.1 FY2830;UTM 17 - 4,020,261.187 734,438.629 MT 1.00027723 +1 32 46.6 FY2830 FY2830! - Elev Factor x Scale Factor = Combined Factor FY2830!SPC NC - 0.99998058 x 1.00003958 = 1.00002016 FY2830!UTM 17 - 0.99998058 x 1.00027723 = 1.00025781 FY2830 FY2830: Primary Azimuth Mark Grid Az FY2830:SPC NC - ISLAND 006 45 11.0 FY2830:UTM 17 - ISLAND 005 33 33.5 FY2830 FY2830|---------------------------------------------------------------------| FY2830| PID Reference Object Distance Geod. Az | FY2830| dddmmss.s | FY2830| FY2821 ISLAND APPROX. 2.0 KM 0070620.1 | FY2830|---------------------------------------------------------------------| FY2830 FY2830 SUPERSEDED SURVEY CONTROL FY2830 FY2830 NAD 27 - 36 17 55.39105(N) 078 23 22.12845(W) AD( ) 2 FY2830 NGVD 29 (07/19/86) 156.8 (m) 514. (f) VERT ANG FY2830 FY2830.Superseded values are not recommended for survey control. FY2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2830.See file dsdata.txt to determine how the superseded data were derived. FY2830 FY2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3443920261(NAD 83) FY2830_MARKER: DE = TRAVERSE STATION DISK FY2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2830_STAMPING: VANCO 1969 FY2830_MARK LOGO: NCGS FY2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2830+STABILITY: SURFACE MOTION FY2830 FY2830 HISTORY - Date Condition Report By FY2830 HISTORY - 1969 MONUMENTED NCGS FY2830 HISTORY - 1985 GOOD USPSQD FY2830 FY2830 STATION DESCRIPTION FY2830 FY2830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2830'VANCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2830'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2830' FY2830'VANCO IS LOCATED APPROXIMATELY 2.3 MILES SOUTHEAST OF THE FY2830'CENTER OF HENDERSON. TO REACH STATION PROCEED FROM THE FY2830'INTERSECTION OF NC 39 WITH U.S. 1 BYPASS, GO SOUTH ON U.S.1 FY2830'BYPASS FOR 1.5 MILES TO INTERSECTION OF VANCO MILL RD. (SR 1148) FY2830'WITH U.S. 1 BYPASS, AND STATION. WHICH IS IN THE NORTHEAST FY2830'QUADRANT OF INTERSECTION AT THE SOUTHEAST CORNER OF BRIDGE FY2830'OVER U.S. 1 BYPASS. FY2830' FY2830'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2830'VANCO 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2830'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY2830' FY2830'MARK IS FY2830' FY2830'16.0 FT NE OF C/L OF VANCO MILL RD. (SR 1148). FY2830' FY2830'12.5 FT E OF NE BRIDGE ABUTMENT. FY2830' FY2830'10.3 FT E OF BRIDGE WARNING POST, WITH ALUMINUM REF. TAG. FY2830' FY2830'30.4 FT NE OF SE BRIDGE ABUTMENT. FY2830' FY2830'94.3 FT NNW OF 35 MPH SPEED SIGN ON NE SIDE OF SR 1148, AND WITH FY2830'ALUMINUM REF. TAG. FY2830 FY2830 STATION RECOVERY (1985) FY2830 FY2830'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2830'VANCO 1969 FOUND GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2843 *********************************************************************** FY2843 DESIGNATION - VEASEY FY2843 PID - FY2843 FY2843 STATE/COUNTY- NC/VANCE FY2843 USGS QUAD - HENDERSON (1982) FY2843 FY2843 *CURRENT SURVEY CONTROL FY2843 ___________________________________________________________________ FY2843* NAD 83(1986)- 36 16 32.92101(N) 078 23 32.76724(W) ADJUSTED FY2843* NAVD 88 - 155.3 (meters) 510. (feet) VERTCON FY2843 ___________________________________________________________________ FY2843 LAPLACE CORR- -7.03 (seconds) DEFLEC99 FY2843 GEOID HEIGHT- -32.81 (meters) GEOID03 FY2843 FY2843 HORZ ORDER - SECOND FY2843 FY2843.The North Carolina HARNS have been completed but, FY2843.due to contractual restrictions, coordinates for these stations FY2843.will NOT be published in the near future. In the interim, the FY2843.published coordinates in North Carolina will not be FY2843.consistent with the Continuously Operating Reference Stations FY2843.(CORS). The HARN coordinates for these stations are available FY2843.upon request. Contact Gary Thompson(919-733-3836). FY2843. FY2843.In addition, the published North Carolina positions FY2843.(NAD 83 (1986)) are NOT consistent with those determined in FY2843.adjacent state readjustments. The discontinuity between stations FY2843.located in North Carolina and those in adjacent states FY2843.which have been adjusted to the HARN may be as much as 5 FY2843.decimeters. This will result in a significant loss of accuracy FY2843.over lines crossing such state borders. FY2843 FY2843 FY2843.The horizontal coordinates were established by classical geodetic methods FY2843.and adjusted by the National Geodetic Survey in July 1986. FY2843 FY2843.The NAVD 88 height was computed by applying the VERTCON shift value to FY2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2843 FY2843.The Laplace correction was computed from DEFLEC99 derived deflections. FY2843 FY2843.The geoid height was determined by GEOID03. FY2843 FY2843; North East Units Scale Factor Converg. FY2843;SPC NC - 280,372.019 664,191.527 MT 1.00003229 +0 21 02.4 FY2843;SPC NC - 919,853.87 2,179,101.70 sFT 1.00003229 +0 21 02.4 FY2843;UTM 17 - 4,017,695.362 734,216.994 MT 1.00027596 +1 32 36.7 FY2843 FY2843! - Elev Factor x Scale Factor = Combined Factor FY2843!SPC NC - 0.99998077 x 1.00003229 = 1.00001306 FY2843!UTM 17 - 0.99998077 x 1.00027596 = 1.00025673 FY2843 FY2843: Primary Azimuth Mark Grid Az FY2843:SPC NC - HERSHMAN 086 29 06.5 FY2843:UTM 17 - HERSHMAN 085 17 32.2 FY2843 FY2843|---------------------------------------------------------------------| FY2843| PID Reference Object Distance Geod. Az | FY2843| dddmmss.s | FY2843| FY2842 HERSHMAN 401.700 METERS 0865008.9 | FY2843|---------------------------------------------------------------------| FY2843 FY2843 SUPERSEDED SURVEY CONTROL FY2843 FY2843 NAD 27 - 36 16 32.39207(N) 078 23 33.77621(W) AD( ) 2 FY2843 NGVD 29 (07/19/86) 155.6 (m) 510. (f) VERT ANG FY2843 FY2843.Superseded values are not recommended for survey control. FY2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2843.See file dsdata.txt to determine how the superseded data were derived. FY2843 FY2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3421717695(NAD 83) FY2843_MARKER: DE = TRAVERSE STATION DISK FY2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2843_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2843_MAGNETIC: N = NO MAGNETIC MATERIAL FY2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2843+STABILITY: SURFACE MOTION FY2843 FY2843 HISTORY - Date Condition Report By FY2843 HISTORY - 1976 MONUMENTED NCGS FY2843 FY2843 STATION DESCRIPTION FY2843 FY2843'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) FY2843'VEASEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2843'VICINITY OF BEARPOND AND APPROXIMATELY 3.8 MILES SOUTH OF HENDERSON, FY2843'NORTH CAROLINA. FY2843' FY2843'TO REACH STATION FROM THE US 1 BUSINESS AND SR 1115 CROSSROADS AT FY2843'BEARPOND, PROCEED EASTERLY ALONG SR 1115 FOR 0.75 MILE TO STATION ON FY2843'RIGHT, NEAR NORTHEAST CORNER OF CULTIVATED FIELD, AND ON POWERLINE FY2843'RIGHT-OF-WAY, AND 0.3 MILE EAST OF SR 1115 OVERPASS OF US 1 BYPASS. FY2843' FY2843'STATION MARK IS A STANDARD BRASS DISK, STAMPED---VEASEY 1976---, SET FY2843'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS PROJECTING 1 FY2843'INCH ABOVE THE SURFACE OF THE GROUND. THE MARK IS 61.0 FEET SOUTH OF FY2843'THE CENTERLINE OF SR 1115, 83.1 FEET SOUTHWEST OF INTERSECTION OF FY2843'CENTERLINE OF VEASEYS DRIVEWAY WITH CENTERLINE OF HIGHWAY, 70.6 FEET FY2843'WEST OF POWER POLE WITH ALUMINUM TAG, 213.2 FEET EAST OF POWER POLE FY2843'WITH ALUMINUM TAG, 27.4 FEET SOUTH OF 15 INCH OAK WITH ALUMINUM TAG, FY2843'AND 35.2 FEET NORTHWEST OF 6 INCH PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2519 *********************************************************************** FY2519 DESIGNATION - WALKER FY2519 PID - FY2519 FY2519 STATE/COUNTY- NC/VANCE FY2519 USGS QUAD - JOHN H KERR DAM (1981) FY2519 FY2519 *CURRENT SURVEY CONTROL FY2519 ___________________________________________________________________ FY2519* NAD 83(1986)- 36 32 31.58407(N) 078 22 04.21227(W) ADJUSTED FY2519* NAVD 88 - 115.7 (meters) 380. (feet) VERTCON FY2519 ___________________________________________________________________ FY2519 LAPLACE CORR- -6.98 (seconds) DEFLEC99 FY2519 GEOID HEIGHT- -32.43 (meters) GEOID03 FY2519 FY2519 HORZ ORDER - SECOND FY2519 FY2519.The North Carolina HARNS have been completed but, FY2519.due to contractual restrictions, coordinates for these stations FY2519.will NOT be published in the near future. In the interim, the FY2519.published coordinates in North Carolina will not be FY2519.consistent with the Continuously Operating Reference Stations FY2519.(CORS). The HARN coordinates for these stations are available FY2519.upon request. Contact Gary Thompson(919-733-3836). FY2519. FY2519.In addition, the published North Carolina positions FY2519.(NAD 83 (1986)) are NOT consistent with those determined in FY2519.adjacent state readjustments. The discontinuity between stations FY2519.located in North Carolina and those in adjacent states FY2519.which have been adjusted to the HARN may be as much as 5 FY2519.decimeters. This will result in a significant loss of accuracy FY2519.over lines crossing such state borders. FY2519 FY2519 FY2519.The horizontal coordinates were established by classical geodetic methods FY2519.and adjusted by the National Geodetic Survey in July 1986. FY2519 FY2519.The NAVD 88 height was computed by applying the VERTCON shift value to FY2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2519 FY2519.The Laplace correction was computed from DEFLEC99 derived deflections. FY2519 FY2519.The geoid height was determined by GEOID03. FY2519 FY2519; North East Units Scale Factor Converg. FY2519;SPC NC - 309,937.396 666,213.517 MT 1.00012645 +0 21 53.5 FY2519;SPC NC - 1,016,852.94 2,185,735.51 sFT 1.00012645 +0 21 53.5 FY2519;SPC VA S - 1,023,177.038 3,511,834.806 MT 1.00004834 +0 04 48.8 FY2519;UTM 17 - 4,047,302.542 735,620.710 MT 1.00028404 +1 34 04.6 FY2519 FY2519! - Elev Factor x Scale Factor = Combined Factor FY2519!SPC NC - 0.99998694 x 1.00012645 = 1.00011339 FY2519!SPC VA S - 0.99998694 x 1.00004834 = 1.00003528 FY2519!UTM 17 - 0.99998694 x 1.00028404 = 1.00027097 FY2519 FY2519: Primary Azimuth Mark Grid Az FY2519:SPC NC - WALKER RM 3 AZIMUTH 001 38 30.3 FY2519:SPC VA S - WALKER RM 3 AZIMUTH 001 55 35.0 FY2519:UTM 17 - WALKER RM 3 AZIMUTH 000 26 19.2 FY2519 FY2519|---------------------------------------------------------------------| FY2519| PID Reference Object Distance Geod. Az | FY2519| dddmmss.s | FY2519| FY4137 WALKER RM 3 AZIMUTH 0020023.8 | FY2519| FY4135 WALKER RM 1 36.387 METERS 17210 | FY2519| FY2835 HENDERSON AMER AGRI CHEM CO TK APPROX.21.4 KM 1824201.9 | FY2519| FY2837 HENDERSON COTTON MILLS TANK APPROX.22.8 KM 1853139.1 | FY2519| FY2836 HENDERSON CHURCH SPIRE APPROX.23.9 KM 1871208.6 | FY2519| FY4136 WALKER RM 2 33.659 METERS 28555 | FY2519|---------------------------------------------------------------------| FY2519 FY2519 SUPERSEDED SURVEY CONTROL FY2519 FY2519 NAD 27 - 36 32 31.07400(N) 078 22 05.22300(W) AD( ) 2 FY2519 NGVD 29 (07/10/92) 116.0 (m) 381. (f) VERT ANG FY2519 FY2519.Superseded values are not recommended for survey control. FY2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2519.See file dsdata.txt to determine how the superseded data were derived. FY2519 FY2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3562147303(NAD 83) FY2519_MARKER: DE = TRAVERSE STATION DISK FY2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2519_SP_SET: SQUARE CONCRETE MONUMENT FY2519_STAMPING: WALKER 1933 FY2519_MARK LOGO: CGS FY2519_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2519+STABILITY: SURFACE MOTION FY2519 FY2519 HISTORY - Date Condition Report By FY2519 HISTORY - 1933 MONUMENTED CGS FY2519 HISTORY - 1933 GOOD CGS FY2519 HISTORY - 19840808 GOOD NCGS FY2519 FY2519 STATION DESCRIPTION FY2519 FY2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FY2519'ABOUT 8-1/2 MILES SOUTH OF BOYDTON, 4-1/2 MILES NORTHEAST OF FY2519'TOWNSVILLE, AND ABOUT 150 YARDS SOUTH OF VIRGINIA-NORTH CAROLINA FY2519'STATE LINE, ON PROPERTY OF T. J. WALKER. TO REACH FROM TOWNSVILLE, FY2519'GO NORTH ABOUT 2 MILES ON ROUTE 501 TO ROCK SPRING CHURCH, TAKE RIGHT FY2519'FORK (NORTHEAST), PROCEED 1.8 MILES TO FORK AT ARROW VA. LINE 1 FY2519'MILE, TAKE RIGHT FORK, FOLLOW MAIN ROAD 1.0 MILE, TAKE RIGHT FORK AT FY2519'ABANDONED STORE IN V, CONTINUE 150 YARDS AND TURN LEFT INTO FY2519'BARNYARD BEHIND WALKERS HOUSE. STATION IS IN NORTHEAST CORNER FY2519'OF BARNYARD, ABOUT 65 YARDS EAST OF WALKERS HOUSE, 46 PACES EAST OF FY2519'YARD FENCE, 24 PACES EAST OF SMALL SMOKEHOUSE, 50 FEET EAST OF FY2519'LANE LEADING INTO FIELD, ABOUT 240 FEET NORTH OF CENTER LINE OF FY2519'EAST-AND-WEST ROAD, 21 FEET SOUTHWEST OF FENCE CORNER, AND 72 FY2519'FEET NORTHEAST OF NORTHEAST CORNER OF BARN. SURFACE AND UNDER FY2519'GROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. FY2519'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. FY2519' FY2519'REFERENCE MARK NO. 1 IS 1.5 FEET WEST OF FENCE LINE, FY2519'5 FEET NORTHEAST OF NORTHEAST FY2519'CORNER OF SMALL CHICKEN HOUSE, 122 FEET NORTH OF CENTER FY2519'LINE OF EAST-AND-WEST ROAD, 15 PACES NORTHEAST OF 18-INCH CEDAR, FY2519'18 PACES NORTHEAST OF NORTHEAST CORNER OF LARGER BARN, AND FY2519'119.35 FEET FROM STATION S 07 DEG 50 MIN E. FY2519' FY2519'REFERENCE MARK NO. 2 IS 1.6 FEET SOUTH FY2519'OF FENCE LINE, 4 FEET EAST OF LEANING APPLE TREE, 8.7 FEET FY2519'NORTH OF LONG LOW SHED, 20.6 FEET NORTHWEST OF NORTHWEST CORNER OF FY2519'SMOKEHOUSE, AND 110.43 FEET FROM STATION N 74 DEG 05 MIN W. FY2519' FY2519'REFERENCE MARK NO. 3 IS 6 PACES WEST OF CENTER LINE OF ROAD, FY2519'7 PACES SOUTH OF 20-INCH LOCUST, IN LINE WITH NORTH END FY2519'OF J. H. PEARSONS HOUSE, 37 PACES EAST OF EAST SIDE OF THIS HOUSE, FY2519'ABOUT 4 FEET WEST OF PEARSONS MAIL BOX, FY2519'AND APPROXIMATELY 0.4 MILE FROM STATION N 02 DEG 00 MIN E. FY2519 FY2519 STATION RECOVERY (1933) FY2519 FY2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 FY2519'RECOVERED IN GOOD CONDITION. FY2519 FY2519 STATION RECOVERY (1984) FY2519 FY2519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FY2519'THE STATION WAS RECOVERED AT THIS DATE. THE STATION AND ALL THREE FY2519'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE DISTANCE TO RM 1 FY2519'AND RM 2 AGREED. DUE TO THE BARN AND THE FENCE, NO MEASUREMENT WAS FY2519'POSSIBLE BETWEEN THE REFERENCE MARKS. THE AZIMUTH MARK (RM 3) IS NO FY2519'LONGER VISIBLE FROM THE GROUND DUE TO TREES AND HOG FARROWING HOUSE. A FY2519'COMPLETE NEW DESCRIPTION FOLLOWS. FY2519'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHEAST OF TOWNSVILLE, FY2519'N.C. AND 13.7 KM (8.5 MI) SOUTH OF BOYDTON, VA. FY2519'PROCEED ALONG NC 39 FOR 2.5 KM (1.55 MI) NORTH FROM KERR LAKE SCHOOL FY2519'(INTERSECTION WITH SR 1346 IN TOWNSVILLE), TO SR 1356, THENCE 4.85 KM FY2519'(3.0 MI) NORTHEAST ALONG SR 1356, THENCE 0.15 KM (0.1 MI) EAST ALONG FY2519'SR 1359 TO SOIL AND GRAVEL ROAD BETWEEN RESIDENCE AND BARN OF GEORGE FY2519'H. WALKER AND STATION IN HOG LOT BEHIND BARN IN NORTHEAST CORNER OF FY2519'BARNYARD. RESIDENCE IS APPROXIMATELY 0.15 KM (0.1 MI) SOUTH OF NC-VA FY2519'STATE LINE. FY2519'STATION IS A STANDARD CGS DISK STAMPED---WALKER 1933---, SET INTO THE FY2519'TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 20 CM ABOVE FY2519'GROUND. LOCATED 21.8 METERS (71.7 FT) EAST-SOUTHEAST FROM THE FY2519'CENTERLINE OF FARM ROAD, 5.3 METERS (17.3 FT) WEST-SOUTHWEST FROM THE FY2519'SOUTHEAST CORNER OF BARN, 0.9 METERS (3.0 FT) SOUTH FROM THE NORTHWEST FY2519'CORNER OF FARROWING HOUSE, AND 7.2 METERS (23.7 FT) NORTH-NORTHWEST FY2519'FROM AN 18-INCH (MULTIPLE TRUNK) CEDAR. FY2519'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED---WALKER NO 2 FY2519'1933---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FY2519'PROJECTING 12 CM ABOVE GROUND. LOCATED 11.9 METERS (39.0 FT) FY2519'WEST-NORTHWEST FROM THE CENTERLINE OF FARM ROAD, 48.5 METERS FY2519'(159.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF BRICK DWELLING, FY2519'AND 9.8 METERS (32.0 FT) EAST-NORTHEAST FROM A 15 INCH ELM. FY2519'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED---WALKER NO 1 FY2519'1933---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FY2519'PROJECTING 18 CM ABOVE GROUND. LOCATED 0.8 METERS (2.8 FT) WEST FROM FY2519'A FENCE LINE, 38.9 METERS (127.5 FT) EAST FROM THE CENTERLINE OF FIELD FY2519'ROAD, AND 1.5 METERS (5.0 FT) SOUTHWEST FROM A 14 INCH ELM. FY2519'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED---WALKER NO 3 FY2519'1933---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FY2519'PROJECTING 8 CM ABOVE GROUND. LOCATED 19.5 METERS (64.0 FT) FY2519'NORTH-NORTHWEST FROM A POWER POLE (L 2415), 5.0 METERS (16.5 FT) FY2519'NORTHWEST FROM THE CENTERLINE OF VA HIGHWAY ROUTE 717, AND 22.92 FY2519'METERS (75.2 FT) EAST FROM THE NORTHEAST CORNER OF MOBILE HOME. FY2519'TO REACH WALKER RM 3, PROCEED NORTH ALONG SR 1356 (AND VA ROUTE 717), FY2519'FROM SR 1359 FOR 0.8 KM (0.5 MI) TO MONUMENT ON LEFT AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4471 *********************************************************************** FY4471 DESIGNATION - WARREN FY4471 PID - FY4471 FY4471 STATE/COUNTY- NC/VANCE FY4471 USGS QUAD - MIDDLEBURG (1982) FY4471 FY4471 *CURRENT SURVEY CONTROL FY4471 ___________________________________________________________________ FY4471* NAD 83(1986)- 36 28 46.91833(N) 078 20 39.67355(W) ADJUSTED FY4471* NAVD 88 - 102.5 (meters) 336. (feet) VERTCON FY4471 ___________________________________________________________________ FY4471 LAPLACE CORR- -6.55 (seconds) DEFLEC99 FY4471 GEOID HEIGHT- -32.65 (meters) GEOID03 FY4471 FY4471 HORZ ORDER - SECOND FY4471 FY4471.The North Carolina HARNS have been completed but, FY4471.due to contractual restrictions, coordinates for these stations FY4471.will NOT be published in the near future. In the interim, the FY4471.published coordinates in North Carolina will not be FY4471.consistent with the Continuously Operating Reference Stations FY4471.(CORS). The HARN coordinates for these stations are available FY4471.upon request. Contact Gary Thompson(919-733-3836). FY4471. FY4471.In addition, the published North Carolina positions FY4471.(NAD 83 (1986)) are NOT consistent with those determined in FY4471.adjacent state readjustments. The discontinuity between stations FY4471.located in North Carolina and those in adjacent states FY4471.which have been adjusted to the HARN may be as much as 5 FY4471.decimeters. This will result in a significant loss of accuracy FY4471.over lines crossing such state borders. FY4471 FY4471 FY4471.The horizontal coordinates were established by classical geodetic methods FY4471.and adjusted by the National Geodetic Survey in July 1992. FY4471 FY4471.The NAVD 88 height was computed by applying the VERTCON shift value to FY4471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4471 FY4471.The Laplace correction was computed from DEFLEC99 derived deflections. FY4471 FY4471.The geoid height was determined by GEOID03. FY4471 FY4471; North East Units Scale Factor Converg. FY4471;SPC NC - 303,025.168 668,362.208 MT 1.00010242 +0 22 42.3 FY4471;SPC NC - 994,175.07 2,192,785.01 sFT 1.00010242 +0 22 42.3 FY4471;UTM 17 - 4,040,435.704 737,914.350 MT 1.00029744 +1 34 46.6 FY4471 FY4471! - Elev Factor x Scale Factor = Combined Factor FY4471!SPC NC - 0.99998904 x 1.00010242 = 1.00009146 FY4471!UTM 17 - 0.99998904 x 1.00029744 = 1.00028648 FY4471 FY4471 SUPERSEDED SURVEY CONTROL FY4471 FY4471 NGVD 29 (07/10/92) 102.8 (m) 337. (f) VERT ANG FY4471 FY4471.Superseded values are not recommended for survey control. FY4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4471.See file dsdata.txt to determine how the superseded data were derived. FY4471 FY4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3791440436(NAD 83) FY4471_MARKER: DH = HORIZONTAL CONTROL DISK FY4471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4471_SP_SET: CONCRETE POST FY4471_STAMPING: WARREN 1985 FY4471_MARK LOGO: NCGS FY4471_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4471+STABILITY: SURFACE MOTION FY4471 FY4471 HISTORY - Date Condition Report By FY4471 HISTORY - 1985 MONUMENTED NCGS FY4471 FY4471 STATION DESCRIPTION FY4471 FY4471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4471'STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) NORTHWEST OF MANSON, AND 17.4 FY4471'KM (10.80 MI) NORTH-NORTHEAST OF HENDERSON. FY4471'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4471'FROM DREWRY, TO SR 1365 INTERSECTION, THENCE RIGHT (NORTH-NORTHWEST) FY4471'ALONG SR 1365 FOR 2.3 KM (1.4 MI) TO DRIVE ON LEFT, THENCE ALONG DRIVE FY4471'WEST AND NORTHWEST FOR 0.4 KM (0.25 MI) TO JAMES WARREN SUMMER FY4471'RESIDENCE AND STATION JUST BEYOND GATE NEAR POWER SERVICE POLE. FY4471'STATION IS A STANDARD NCGS DISK STAMPED---WARREN 1985---, SET INTO THE FY4471'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4471'LOCATED 10.03 METERS (32.9 FT) NORTH-NORTHWEST FROM THE CENTER OF FY4471'SOUTHEAST GATE, 35.88 METERS (117.7 FT) SOUTH-SOUTHWEST FROM THE SOUTH FY4471'CORNER OF CARPORT, 9.97 METERS (32.7 FT) WEST FROM THE NORTHEAST GRAPE FY4471'ARBOR SUPPORT POST, 7.28 METERS (23.9 FT) EAST FROM A TELEPHONE FY4471'PEDESTAL (38 WW R 6),--AND 1.83 METERS (6.0 FT) EAST-NORTHEAST FROM FY4471'THE POWER SERVICE POLE WITH TRANSFORMER AND 20.82 METERS (68.3 FT) FY4471'SOUTH FROM A SERVICE POLE WITH NIGHT LIGHT--BOTH WITH REFERENCE TAGS. FY4471'CARETAKER LIVES IN OLDER HOUSE ON LEFT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4472 *********************************************************************** FY4472 DESIGNATION - WATCH FY4472 PID - FY4472 FY4472 STATE/COUNTY- NC/VANCE FY4472 USGS QUAD - MIDDLEBURG (1982) FY4472 FY4472 *CURRENT SURVEY CONTROL FY4472 ___________________________________________________________________ FY4472* NAD 83(1986)- 36 24 24.30575(N) 078 20 35.28818(W) ADJUSTED FY4472* NAVD 88 - 132.6 (meters) 435. (feet) VERTCON FY4472 ___________________________________________________________________ FY4472 LAPLACE CORR- -5.90 (seconds) DEFLEC99 FY4472 GEOID HEIGHT- -32.79 (meters) GEOID03 FY4472 FY4472 HORZ ORDER - SECOND FY4472 FY4472.The North Carolina HARNS have been completed but, FY4472.due to contractual restrictions, coordinates for these stations FY4472.will NOT be published in the near future. In the interim, the FY4472.published coordinates in North Carolina will not be FY4472.consistent with the Continuously Operating Reference Stations FY4472.(CORS). The HARN coordinates for these stations are available FY4472.upon request. Contact Gary Thompson(919-733-3836). FY4472. FY4472.In addition, the published North Carolina positions FY4472.(NAD 83 (1986)) are NOT consistent with those determined in FY4472.adjacent state readjustments. The discontinuity between stations FY4472.located in North Carolina and those in adjacent states FY4472.which have been adjusted to the HARN may be as much as 5 FY4472.decimeters. This will result in a significant loss of accuracy FY4472.over lines crossing such state borders. FY4472 FY4472 FY4472.The horizontal coordinates were established by classical geodetic methods FY4472.and adjusted by the National Geodetic Survey in July 1992. FY4472 FY4472.The NAVD 88 height was computed by applying the VERTCON shift value to FY4472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4472 FY4472.The Laplace correction was computed from DEFLEC99 derived deflections. FY4472 FY4472.The geoid height was determined by GEOID03. FY4472 FY4472; North East Units Scale Factor Converg. FY4472;SPC NC - 294,930.516 668,524.949 MT 1.00007586 +0 22 44.8 FY4472;SPC NC - 967,617.87 2,193,318.94 sFT 1.00007586 +0 22 44.8 FY4472;UTM 17 - 4,032,344.540 738,246.626 MT 1.00029940 +1 34 39.5 FY4472 FY4472! - Elev Factor x Scale Factor = Combined Factor FY4472!SPC NC - 0.99998433 x 1.00007586 = 1.00006019 FY4472!UTM 17 - 0.99998433 x 1.00029940 = 1.00028373 FY4472 FY4472 SUPERSEDED SURVEY CONTROL FY4472 FY4472 NGVD 29 (07/10/92) 132.9 (m) 436. (f) VERT ANG FY4472 FY4472.Superseded values are not recommended for survey control. FY4472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4472.See file dsdata.txt to determine how the superseded data were derived. FY4472 FY4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3824732345(NAD 83) FY4472_MARKER: DH = HORIZONTAL CONTROL DISK FY4472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4472_SP_SET: CONCRETE POST FY4472_STAMPING: WATCH 1985 FY4472_MARK LOGO: NCGS FY4472_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4472+STABILITY: SURFACE MOTION FY4472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4472+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4472 FY4472 HISTORY - Date Condition Report By FY4472 HISTORY - 1985 MONUMENTED NCGS FY4472 HISTORY - 20050416 GOOD USPSQD FY4472 FY4472 STATION DESCRIPTION FY4472 FY4472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4472'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST-SOUTHWEST OF MANSON, AND FY4472'10 KM (6.2 MI) NORTH-NORTHEAST OF HENDERSON. FY4472'ALONG SR 1371 (FLEMING ROAD), 1.6 KM (1.0 MI) NORTH FROM I-85 FY4472'OVERPASS, AND AT THE SR 1375 (OFFSET) CROSSROADS. FY4472'STATION IS A STANDARD NCGS DISK STAMPED---WATCH 1985---, SET INTO THE FY4472'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 7 CM BELOW FY4472'GROUND. LOCATED 6.19 METERS (20.3 FT) EAST FROM THE CENTERLINE OF SR FY4472'1371, 103.4 METERS (339 FT) NORTH FROM THE CENTERLINE INTERSECTION OF FY4472'SR 1371 WITH SR 1375-WEST, 26.21 METERS (86.0 FT) SOUTHEAST FROM A FY4472'TELEPHONE PEDESTAL (43 W), AND 15.85 METERS (52.0 FT) EAST-NORTHEAST FY4472'FROM A 30 INCH OAK WITH REFERENCE TAG. FY4472'MARK IS AT ROAD LEVEL. FY4472 FY4472 STATION RECOVERY (2005) FY4472 FY4472'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4472'N 36 24.406 FY4472'W 078 20.590 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2799 *********************************************************************** FY2799 DESIGNATION - WESTERN FY2799 PID - FY2799 FY2799 STATE/COUNTY- NC/VANCE FY2799 USGS QUAD - VICKSBORO (1970) FY2799 FY2799 *CURRENT SURVEY CONTROL FY2799 ___________________________________________________________________ FY2799* NAD 83(1986)- 36 16 10.84596(N) 078 20 56.00874(W) ADJUSTED FY2799* NAVD 88 - 144.7 (meters) 475. (feet) VERTCON FY2799 ___________________________________________________________________ FY2799 LAPLACE CORR- -6.36 (seconds) DEFLEC99 FY2799 GEOID HEIGHT- -32.99 (meters) GEOID03 FY2799 FY2799 HORZ ORDER - SECOND FY2799 FY2799.The North Carolina HARNS have been completed but, FY2799.due to contractual restrictions, coordinates for these stations FY2799.will NOT be published in the near future. In the interim, the FY2799.published coordinates in North Carolina will not be FY2799.consistent with the Continuously Operating Reference Stations FY2799.(CORS). The HARN coordinates for these stations are available FY2799.upon request. Contact Gary Thompson(919-733-3836). FY2799. FY2799.In addition, the published North Carolina positions FY2799.(NAD 83 (1986)) are NOT consistent with those determined in FY2799.adjacent state readjustments. The discontinuity between stations FY2799.located in North Carolina and those in adjacent states FY2799.which have been adjusted to the HARN may be as much as 5 FY2799.decimeters. This will result in a significant loss of accuracy FY2799.over lines crossing such state borders. FY2799 FY2799 FY2799.The horizontal coordinates were established by classical geodetic methods FY2799.and adjusted by the National Geodetic Survey in July 1986. FY2799 FY2799.The NAVD 88 height was computed by applying the VERTCON shift value to FY2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2799 FY2799.The Laplace correction was computed from DEFLEC99 derived deflections. FY2799 FY2799.The geoid height was determined by GEOID03. FY2799 FY2799; North East Units Scale Factor Converg. FY2799;SPC NC - 279,716.389 668,108.411 MT 1.00003038 +0 22 32.9 FY2799;SPC NC - 917,702.85 2,191,952.35 sFT 1.00003038 +0 22 32.9 FY2799;UTM 17 - 4,017,121.283 738,147.686 MT 1.00029884 +1 34 08.8 FY2799 FY2799! - Elev Factor x Scale Factor = Combined Factor FY2799!SPC NC - 0.99998247 x 1.00003038 = 1.00001285 FY2799!UTM 17 - 0.99998247 x 1.00029884 = 1.00028130 FY2799 FY2799: Primary Azimuth Mark Grid Az FY2799:SPC NC - FOWLER 124 45 55.9 FY2799:UTM 17 - FOWLER 123 34 20.0 FY2799 FY2799|---------------------------------------------------------------------| FY2799| PID Reference Object Distance Geod. Az | FY2799| dddmmss.s | FY2799| FY2798 FOWLER APPROX. 0.6 KM 1250828.8 | FY2799|---------------------------------------------------------------------| FY2799 FY2799 SUPERSEDED SURVEY CONTROL FY2799 FY2799 NAD 27 - 36 16 10.31542(N) 078 20 57.02234(W) AD( ) 2 FY2799 NGVD 29 (07/19/86) 145.0 (m) 476. (f) VERT ANG FY2799 FY2799.Superseded values are not recommended for survey control. FY2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2799.See file dsdata.txt to determine how the superseded data were derived. FY2799 FY2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3814817121(NAD 83) FY2799_MARKER: DE = TRAVERSE STATION DISK FY2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2799_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2799_MAGNETIC: N = NO MAGNETIC MATERIAL FY2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2799+STABILITY: SURFACE MOTION FY2799 FY2799 HISTORY - Date Condition Report By FY2799 HISTORY - 1976 MONUMENTED NCGS FY2799 HISTORY - 1985 GOOD USPSQD FY2799 HISTORY - 1987 GOOD USPSQD FY2799 FY2799 STATION DESCRIPTION FY2799 FY2799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2799'WESTERN IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE FY2799'VICINITY OF GILLBURG AND APPROXIMATELY 5.1 MILES SOUTHEAST OF FY2799'HENDERSON, NORTH CAROLINA. FY2799' FY2799'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG, FY2799'PROCEED SOUTHEASTERLY ALONG NC 39 FOR 1.25 MILES TO STATION ON THE FY2799'LEFT, ON THE SOUTHEAST BANK OF A DRAINAGE DITCH LEADING NORTH- FY2799'NORTHEAST FROM HIGHWAY, AND NEAR A WESTERN MOTELS SIGN, 0.50 MILE FY2799'NORTHWEST OF T INTERSECTION WITH SR 1543 (EAST-NORTHEAST). FY2799' FY2799'STATION MARK IS A STANDARD BRASS DISK, STAMPED---WESTERN 1976---, SET FY2799'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FY2799'SURFACE OF THE GROUND. THE MARK IS 66.3 FEET NORTH-NORTHEAST OF THE FY2799'CENTERLINE OF NC 39, 17.8 FEET SOUTHEAST OF THE CENTERLINE OF DITCH, FY2799'32.7 FEET EAST OF NORTHEAST END OF CONCRETE CULVERT, 12.8 FEET WEST- FY2799'NORTHWEST OF SIGN POST WITH ALUMINUM TAG, 143.5 FEET NORTHWEST OF FY2799'BRACE POLE WITH ALUMINUM TAG, AND 124.3 FEET NORTHEAST OF TELEPHONE FY2799'POLE NO.104 WITH ALUMINUM TAG. FY2799 FY2799 STATION RECOVERY (1985) FY2799 FY2799'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FY2799'RECOVERED IN GOOD CONDITION. FY2799 FY2799 STATION RECOVERY (1987) FY2799 FY2799'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY2799'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2740 *********************************************************************** FY2740 DESIGNATION - WHISTLE FY2740 PID - FY2740 FY2740 STATE/COUNTY- NC/VANCE FY2740 USGS QUAD - KITTRELL (1979) FY2740 FY2740 *CURRENT SURVEY CONTROL FY2740 ___________________________________________________________________ FY2740* NAD 83(1986)- 36 11 43.77587(N) 078 27 04.10775(W) ADJUSTED FY2740* NAVD 88 - 113.0 (meters) 371. (feet) VERTCON FY2740 ___________________________________________________________________ FY2740 LAPLACE CORR- -7.31 (seconds) DEFLEC99 FY2740 GEOID HEIGHT- -32.71 (meters) GEOID03 FY2740 FY2740 HORZ ORDER - SECOND FY2740 FY2740.The North Carolina HARNS have been completed but, FY2740.due to contractual restrictions, coordinates for these stations FY2740.will NOT be published in the near future. In the interim, the FY2740.published coordinates in North Carolina will not be FY2740.consistent with the Continuously Operating Reference Stations FY2740.(CORS). The HARN coordinates for these stations are available FY2740.upon request. Contact Gary Thompson(919-733-3836). FY2740. FY2740.In addition, the published North Carolina positions FY2740.(NAD 83 (1986)) are NOT consistent with those determined in FY2740.adjacent state readjustments. The discontinuity between stations FY2740.located in North Carolina and those in adjacent states FY2740.which have been adjusted to the HARN may be as much as 5 FY2740.decimeters. This will result in a significant loss of accuracy FY2740.over lines crossing such state borders. FY2740 FY2740 FY2740.The horizontal coordinates were established by classical geodetic methods FY2740.and adjusted by the National Geodetic Survey in July 1986. FY2740 FY2740.The NAVD 88 height was computed by applying the VERTCON shift value to FY2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2740 FY2740.The Laplace correction was computed from DEFLEC99 derived deflections. FY2740 FY2740.The geoid height was determined by GEOID03. FY2740 FY2740; North East Units Scale Factor Converg. FY2740;SPC NC - 271,428.886 658,966.093 MT 1.00000817 +0 19 00.4 FY2740;SPC NC - 890,512.94 2,161,957.92 sFT 1.00000817 +0 19 00.4 FY2740;UTM 17 - 4,008,643.367 729,177.352 MT 1.00024719 +1 30 21.1 FY2740 FY2740! - Elev Factor x Scale Factor = Combined Factor FY2740!SPC NC - 0.99998740 x 1.00000817 = 0.99999557 FY2740!UTM 17 - 0.99998740 x 1.00024719 = 1.00023458 FY2740 FY2740: Primary Azimuth Mark Grid Az FY2740:SPC NC - R EDWARDS 175 25 35.2 FY2740:UTM 17 - R EDWARDS 174 14 14.5 FY2740 FY2740|---------------------------------------------------------------------| FY2740| PID Reference Object Distance Geod. Az | FY2740| dddmmss.s | FY2740| FY2046 R EDWARDS APPROX. 0.5 KM 1754435.6 | FY2740|---------------------------------------------------------------------| FY2740 FY2740 SUPERSEDED SURVEY CONTROL FY2740 FY2740 NAD 27 - 36 11 43.23987(N) 078 27 05.11240(W) AD( ) 2 FY2740 NGVD 29 (07/19/86) 113.3 (m) 372. (f) VERT ANG FY2740 FY2740.Superseded values are not recommended for survey control. FY2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2740.See file dsdata.txt to determine how the superseded data were derived. FY2740 FY2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2917708643(NAD 83) FY2740_MARKER: DE = TRAVERSE STATION DISK FY2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2740_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2740_MAGNETIC: N = NO MAGNETIC MATERIAL FY2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2740+STABILITY: SURFACE MOTION FY2740 FY2740 HISTORY - Date Condition Report By FY2740 HISTORY - 1976 MONUMENTED NCGS FY2740 FY2740 STATION DESCRIPTION FY2740 FY2740'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) FY2740'WHISTLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED FY2740'APPROXIMATELY 2.0 MILES SOUTH-SOUTHWEST OF KITTRELL AND 6.3 MILES FY2740'NORTH OF FRANKLINTON (FRANKLIN COUNTY), NORTH CAROLINA. FY2740' FY2740'TO REACH STATION FROM INTERSECTION OF US 1 WITH SR 1105 (OXFORD RD.) FY2740'IN KITTRELL, PROCEED SOUTHERLY ALONG US 1 FOR 1.9 MILES TO STATION ON FY2740'THE LEFT AT FIRST CURVE IN RAILROAD SOUTH OF KITTRELL, ON A 8 FOOT FY2740'BANK, AND 0.35 MILE NORTH OF INTERSECTION OF US 1 WITH SR 1100 AND SR FY2740'1555. FY2740' FY2740'STATION MARK IS A STANDARD BRASS DISK, STAMPED---WHISTLE 1976---, SET FY2740'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES ABOVE FY2740'THE SURFACE OF THE GROUND. THE MARK IS 91.2 FEET EAST-SOUTHEAST OF FY2740'CENTERLINE OF US 1, 50.6 FEET WEST-NORTHWEST OF WEST RAIL OF SEABOARD FY2740'COAST LINE RAILROAD, 43.1 FEET SOUTHWEST OF TELEPHONE POLE WITH FY2740'ALUMINUM TAG, 106.1 FEET NORTH-NORTHWEST OF TELEPHONE POLE WITH FY2740'ALUMINUM TAG, 139.3 FEET NORTH OF TELEPHONE POLE WITH ALUMINUM TAG, FY2740'AND 22.3 FEET EAST-NORTHEAST OF 20 INCH TWIN TRUNK OAK WITH ALUMINUM FY2740'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4473 *********************************************************************** FY4473 DESIGNATION - WILLIE FY4473 PID - FY4473 FY4473 STATE/COUNTY- NC/VANCE FY4473 USGS QUAD - JOHN H KERR DAM (1981) FY4473 FY4473 *CURRENT SURVEY CONTROL FY4473 ___________________________________________________________________ FY4473* NAD 83(1986)- 36 30 10.68208(N) 078 19 16.40384(W) ADJUSTED FY4473* NAVD 88 - 116.2 (meters) 381. (feet) VERTCON FY4473 ___________________________________________________________________ FY4473 LAPLACE CORR- -6.08 (seconds) DEFLEC99 FY4473 GEOID HEIGHT- -32.70 (meters) GEOID03 FY4473 FY4473 HORZ ORDER - SECOND FY4473 FY4473.The North Carolina HARNS have been completed but, FY4473.due to contractual restrictions, coordinates for these stations FY4473.will NOT be published in the near future. In the interim, the FY4473.published coordinates in North Carolina will not be FY4473.consistent with the Continuously Operating Reference Stations FY4473.(CORS). The HARN coordinates for these stations are available FY4473.upon request. Contact Gary Thompson(919-733-3836). FY4473. FY4473.In addition, the published North Carolina positions FY4473.(NAD 83 (1986)) are NOT consistent with those determined in FY4473.adjacent state readjustments. The discontinuity between stations FY4473.located in North Carolina and those in adjacent states FY4473.which have been adjusted to the HARN may be as much as 5 FY4473.decimeters. This will result in a significant loss of accuracy FY4473.over lines crossing such state borders. FY4473 FY4473 FY4473.The horizontal coordinates were established by classical geodetic methods FY4473.and adjusted by the National Geodetic Survey in July 1992. FY4473 FY4473.The NAVD 88 height was computed by applying the VERTCON shift value to FY4473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4473 FY4473.The Laplace correction was computed from DEFLEC99 derived deflections. FY4473 FY4473.The geoid height was determined by GEOID03. FY4473 FY4473; North East Units Scale Factor Converg. FY4473;SPC NC - 305,621.291 670,417.543 MT 1.00011124 +0 23 30.4 FY4473;SPC NC - 1,002,692.52 2,199,528.22 sFT 1.00011124 +0 23 30.4 FY4473;UTM 17 - 4,043,074.884 739,915.173 MT 1.00030922 +1 35 39.4 FY4473 FY4473! - Elev Factor x Scale Factor = Combined Factor FY4473!SPC NC - 0.99998689 x 1.00011124 = 1.00009813 FY4473!UTM 17 - 0.99998689 x 1.00030922 = 1.00029611 FY4473 FY4473 SUPERSEDED SURVEY CONTROL FY4473 FY4473 NGVD 29 (07/10/92) 116.5 (m) 382. (f) VERT ANG FY4473 FY4473.Superseded values are not recommended for survey control. FY4473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4473.See file dsdata.txt to determine how the superseded data were derived. FY4473 FY4473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3991543075(NAD 83) FY4473_MARKER: DH = HORIZONTAL CONTROL DISK FY4473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4473_SP_SET: CONCRETE POST FY4473_STAMPING: WILLIE 1985 FY4473_MARK LOGO: NCGS FY4473_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4473+STABILITY: SURFACE MOTION FY4473 FY4473 HISTORY - Date Condition Report By FY4473 HISTORY - 1985 MONUMENTED NCGS FY4473 FY4473 STATION DESCRIPTION FY4473 FY4473'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4473'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) NORTH OF DREWRY, AND 20.4 KM FY4473'(12.7 MI) NORTH-NORTHEAST OF HENDERSON. FY4473'TO REACH THE STATION FROM THE INTERSECTION OF SR 1200 (KERR DAM ROAD) FY4473'AND SR 1202, 4.8 KM (3.0 MI) NORTH OF CROSSROADS IN DREWRY, PROCEED FY4473'1.5 KM (0.95 MI) WEST ALONG SR 1202 (BECOMING SR 1362 IN VANCE FY4473'COUNTY), OR 0.4 KM (0.25 MI) WEST OF SR 1361 INTERSECTION, TO STATION FY4473'ON LEFT ON SMALL BANK AT WOODS LINE. FY4473'STATION IS A STANDARD NCGS DISK STAMPED---WILLIE 1985---, SET INTO THE FY4473'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4473'LOCATED 18.5 METERS (28 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF FY4473'ROAD, 36.58 METERS (120.0 FT) SOUTHEAST FROM THE SOUTH END OF CULVERT FY4473'UNDER ROAD,--AND 4.42 METERS (14.5 FT) EAST FROM A 10-INCH PINE, 4.75 FY4473'METERS (15.6 FT) NORTH-NORTHWEST FROM A 12-INCH PINE, 24.11 METERS FY4473'(79.1 FT) SOUTH FROM A 12-INCH PINE, 18.10 METERS (59.4 FT) FY4473'WEST-SOUTHWEST FROM A 10-INCH CEDAR--ALL WITH REFERENCE TAGS. FY4473'MARK IS 3 FEET ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4474 *********************************************************************** FY4474 DESIGNATION - WOODS FY4474 PID - FY4474 FY4474 STATE/COUNTY- NC/VANCE FY4474 USGS QUAD - MIDDLEBURG (1982) FY4474 FY4474 *CURRENT SURVEY CONTROL FY4474 ___________________________________________________________________ FY4474* NAD 83(1986)- 36 27 36.06380(N) 078 19 34.83676(W) ADJUSTED FY4474* NAVD 88 - 127.3 (meters) 418. (feet) VERTCON FY4474 ___________________________________________________________________ FY4474 LAPLACE CORR- -5.91 (seconds) DEFLEC99 FY4474 GEOID HEIGHT- -32.76 (meters) GEOID03 FY4474 FY4474 HORZ ORDER - SECOND FY4474 FY4474.The North Carolina HARNS have been completed but, FY4474.due to contractual restrictions, coordinates for these stations FY4474.will NOT be published in the near future. In the interim, the FY4474.published coordinates in North Carolina will not be FY4474.consistent with the Continuously Operating Reference Stations FY4474.(CORS). The HARN coordinates for these stations are available FY4474.upon request. Contact Gary Thompson(919-733-3836). FY4474. FY4474.In addition, the published North Carolina positions FY4474.(NAD 83 (1986)) are NOT consistent with those determined in FY4474.adjacent state readjustments. The discontinuity between stations FY4474.located in North Carolina and those in adjacent states FY4474.which have been adjusted to the HARN may be as much as 5 FY4474.decimeters. This will result in a significant loss of accuracy FY4474.over lines crossing such state borders. FY4474 FY4474 FY4474.The horizontal coordinates were established by classical geodetic methods FY4474.and adjusted by the National Geodetic Survey in July 1992. FY4474 FY4474.The NAVD 88 height was computed by applying the VERTCON shift value to FY4474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4474 FY4474.The Laplace correction was computed from DEFLEC99 derived deflections. FY4474 FY4474.The geoid height was determined by GEOID03. FY4474 FY4474; North East Units Scale Factor Converg. FY4474;SPC NC - 300,851.764 669,991.136 MT 1.00009510 +0 23 19.7 FY4474;SPC NC - 987,044.50 2,198,129.25 sFT 1.00009510 +0 23 19.7 FY4474;UTM 17 - 4,038,296.484 739,588.816 MT 1.00030729 +1 35 22.6 FY4474 FY4474! - Elev Factor x Scale Factor = Combined Factor FY4474!SPC NC - 0.99998516 x 1.00009510 = 1.00008026 FY4474!UTM 17 - 0.99998516 x 1.00030729 = 1.00029245 FY4474 FY4474 SUPERSEDED SURVEY CONTROL FY4474 FY4474 NGVD 29 (07/10/92) 127.6 (m) 419. (f) VERT ANG FY4474 FY4474.Superseded values are not recommended for survey control. FY4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4474.See file dsdata.txt to determine how the superseded data were derived. FY4474 FY4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3958938296(NAD 83) FY4474_MARKER: DH = HORIZONTAL CONTROL DISK FY4474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4474_SP_SET: CONCRETE POST FY4474_STAMPING: WOODS 1985 FY4474_MARK LOGO: NCGS FY4474_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4474+STABILITY: SURFACE MOTION FY4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY4474+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005 FY4474 FY4474 HISTORY - Date Condition Report By FY4474 HISTORY - 1985 MONUMENTED NCGS FY4474 HISTORY - 20050416 GOOD USPSQD FY4474 FY4474 STATION DESCRIPTION FY4474 FY4474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4474'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) WEST OF DREWRY, AND 15.8 KM FY4474'(9.8 MI) NORTH-NORTHEAST OF HENDERSON. FY4474'ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 1.6 KM (1.0 MI) WEST FROM FY4474'CROSSROADS IN DREWRY, OR 0.6 KM (0.35 MI) EAST OF SR 1365 FY4474'INTERSECTION, AT WOODS LINE ON NORTH SIDE OF ROAD. FY4474'STATION IS A STANDARD NCGS DISK STAMPED---WOODS 1985---, SET INTO THE FY4474'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FY4474'LOCATED 9.27 METERS (30.4 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF FY4474'ROAD, 14.69 METERS (48.2 FT) NORTHWEST FROM THE NORTH END OF ROAD FY4474'CULVERT, 20.60 METERS (67.6 FT) NORTH-NORTHWEST FROM THE SOUTH END OF FY4474'ROAD CULVERT,--AND 2.71 METERS (8.9 FT) SOUTH-SOUTHEAST FROM A 6 INCH FY4474'OAK AND 1.52 METERS (5.0 FT) SOUTHWEST FROM A 4 INCH OAK--BOTH WITH FY4474'REFERENCE TAGS. FY4474'MARK IS 2 FEET BELOW ROAD LEVEL. FY4474 FY4474 STATION RECOVERY (2005) FY4474 FY4474'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4474'N 36 27.602 FY4474'W 078 19.579 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2792 *********************************************************************** FY2792 DESIGNATION - WORTHAM FY2792 PID - FY2792 FY2792 STATE/COUNTY- NC/VANCE FY2792 USGS QUAD - VICKSBORO (1970) FY2792 FY2792 *CURRENT SURVEY CONTROL FY2792 ___________________________________________________________________ FY2792* NAD 83(1986)- 36 21 49.27888(N) 078 19 18.63086(W) ADJUSTED FY2792* NAVD 88 - 155.2 (meters) 509. (feet) VERTCON FY2792 ___________________________________________________________________ FY2792 LAPLACE CORR- -5.54 (seconds) DEFLEC99 FY2792 GEOID HEIGHT- -32.92 (meters) GEOID03 FY2792 FY2792 HORZ ORDER - SECOND FY2792 VERT ORDER - THIRD ? (See Below) FY2792 FY2792.The North Carolina HARNS have been completed but, FY2792.due to contractual restrictions, coordinates for these stations FY2792.will NOT be published in the near future. In the interim, the FY2792.published coordinates in North Carolina will not be FY2792.consistent with the Continuously Operating Reference Stations FY2792.(CORS). The HARN coordinates for these stations are available FY2792.upon request. Contact Gary Thompson(919-733-3836). FY2792. FY2792.In addition, the published North Carolina positions FY2792.(NAD 83 (1986)) are NOT consistent with those determined in FY2792.adjacent state readjustments. The discontinuity between stations FY2792.located in North Carolina and those in adjacent states FY2792.which have been adjusted to the HARN may be as much as 5 FY2792.decimeters. This will result in a significant loss of accuracy FY2792.over lines crossing such state borders. FY2792 FY2792 FY2792.The horizontal coordinates were established by classical geodetic methods FY2792.and adjusted by the National Geodetic Survey in July 1986. FY2792 FY2792.The NAVD 88 height was computed by applying the VERTCON shift value to FY2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2792.The vertical order pertains to the NGVD 29 superseded value. FY2792 FY2792.The Laplace correction was computed from DEFLEC99 derived deflections. FY2792 FY2792.The geoid height was determined by GEOID03. FY2792 FY2792; North East Units Scale Factor Converg. FY2792;SPC NC - 290,164.607 670,467.708 MT 1.00006095 +0 23 29.1 FY2792;SPC NC - 951,981.71 2,199,692.81 sFT 1.00006095 +0 23 29.1 FY2792;UTM 17 - 4,027,619.167 740,289.078 MT 1.00031145 +1 35 19.2 FY2792 FY2792! - Elev Factor x Scale Factor = Combined Factor FY2792!SPC NC - 0.99998080 x 1.00006095 = 1.00004175 FY2792!UTM 17 - 0.99998080 x 1.00031145 = 1.00029225 FY2792 FY2792: Primary Azimuth Mark Grid Az FY2792:SPC NC - N HENDERSON 246 01 16.9 FY2792:UTM 17 - N HENDERSON 244 49 26.8 FY2792 FY2792|---------------------------------------------------------------------| FY2792| PID Reference Object Distance Geod. Az | FY2792| dddmmss.s | FY2792| FY2791 STAINBACK APPROX. 0.6 KM 1833929.1 | FY2792| FY2785 N HENDERSON APPROX. 4.1 KM 2462446.0 | FY2792|---------------------------------------------------------------------| FY2792 FY2792 SUPERSEDED SURVEY CONTROL FY2792 FY2792 NAD 27 - 36 21 48.75481(N) 078 19 19.64550(W) AD( ) 2 FY2792 NGVD 29 (07/19/86) 155.5 (m) 510. (f) LEVELING 3 FY2792 FY2792.Superseded values are not recommended for survey control. FY2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2792.See file dsdata.txt to determine how the superseded data were derived. FY2792 FY2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4028927619(NAD 83) FY2792_MARKER: DE = TRAVERSE STATION DISK FY2792_SETTING: 0 = UNSPECIFIED SETTING FY2792_STAMPING: WORTHAM 1969 FY2792_MARK LOGO: NCGS FY2792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY2792 FY2792 HISTORY - Date Condition Report By FY2792 HISTORY - 1969 MONUMENTED NCGS FY2792 FY2792 STATION DESCRIPTION FY2792 FY2792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2792'WORTHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2792'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2792' FY2792'WORTHAM IS LOCATED APPROXIMATELY 6.0 MILES NORTHEAST OF FY2792'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2792'SR 1501 WITH OLD US 1 IN MIDDLEBURG, GO SOUTH ON SR 1501 FOR FY2792'2.75 MILE TO STATION. WHICH IS ON THE EAST SIDE OF SR 1501 FY2792'AT NORTH SIDE OF DRIVEWAY TO A ONE STORY BRICK HOUSE (W. W. FY2792'WORTHAM RESIDENCE), 0.35 MILE SOUTH OF INTERSECTION OF SR 1505 FY2792'WITH SR 1501, AND 0.7 MILE NORTH OF INTERSECTION OF SR 1501 FY2792'WITH SR 1001. FY2792' FY2792'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2792'WORTHAM 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS FY2792'1 INCH BELOW THE SURFACE OF THE GROUND. FY2792' FY2792'MARK IS FY2792' FY2792'19.7 FT E OF C/L OF SR 1501 FY2792' FY2792'23.4 FT N OF C/L OF DRIVEWAY TO W. W. WORTHAMS RESIDENCE, FY2792'(A ONE STORY BRICK HOUSE) FY2792' FY2792'57.7 FT NW OF PP 13 ON E SIDE OF SR 1501, AND WITH FY2792'ALUMINUM REF. TAG FY2792' FY2792'57.8 FT W OF 36 INCH OAK TREE (WESTERNMOST OF TWO LARGE OAKS) 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY4475 *********************************************************************** FY4475 DESIGNATION - YANCEY FY4475 PID - FY4475 FY4475 STATE/COUNTY- NC/VANCE FY4475 USGS QUAD - MIDDLEBURG (1982) FY4475 FY4475 *CURRENT SURVEY CONTROL FY4475 ___________________________________________________________________ FY4475* NAD 83(1986)- 36 28 33.59462(N) 078 20 33.60882(W) ADJUSTED FY4475* NAVD 88 - 110.9 (meters) 364. (feet) VERTCON FY4475 ___________________________________________________________________ FY4475 LAPLACE CORR- -6.47 (seconds) DEFLEC99 FY4475 GEOID HEIGHT- -32.67 (meters) GEOID03 FY4475 FY4475 HORZ ORDER - SECOND FY4475 FY4475.The North Carolina HARNS have been completed but, FY4475.due to contractual restrictions, coordinates for these stations FY4475.will NOT be published in the near future. In the interim, the FY4475.published coordinates in North Carolina will not be FY4475.consistent with the Continuously Operating Reference Stations FY4475.(CORS). The HARN coordinates for these stations are available FY4475.upon request. Contact Gary Thompson(919-733-3836). FY4475. FY4475.In addition, the published North Carolina positions FY4475.(NAD 83 (1986)) are NOT consistent with those determined in FY4475.adjacent state readjustments. The discontinuity between stations FY4475.located in North Carolina and those in adjacent states FY4475.which have been adjusted to the HARN may be as much as 5 FY4475.decimeters. This will result in a significant loss of accuracy FY4475.over lines crossing such state borders. FY4475 FY4475 FY4475.The horizontal coordinates were established by classical geodetic methods FY4475.and adjusted by the National Geodetic Survey in July 1992. FY4475 FY4475.The NAVD 88 height was computed by applying the VERTCON shift value to FY4475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY4475 FY4475.The Laplace correction was computed from DEFLEC99 derived deflections. FY4475 FY4475.The geoid height was determined by GEOID03. FY4475 FY4475; North East Units Scale Factor Converg. FY4475;SPC NC - 302,615.439 668,515.909 MT 1.00010104 +0 22 45.8 FY4475;SPC NC - 992,830.82 2,193,289.28 sFT 1.00010104 +0 22 45.8 FY4475;UTM 17 - 4,040,029.207 738,076.638 MT 1.00029839 +1 34 49.8 FY4475 FY4475! - Elev Factor x Scale Factor = Combined Factor FY4475!SPC NC - 0.99998772 x 1.00010104 = 1.00008876 FY4475!UTM 17 - 0.99998772 x 1.00029839 = 1.00028610 FY4475 FY4475 SUPERSEDED SURVEY CONTROL FY4475 FY4475 NGVD 29 (07/10/92) 111.2 (m) 365. (f) VERT ANG FY4475 FY4475.Superseded values are not recommended for survey control. FY4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY4475.See file dsdata.txt to determine how the superseded data were derived. FY4475 FY4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3807740029(NAD 83) FY4475_MARKER: DH = HORIZONTAL CONTROL DISK FY4475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY4475_SP_SET: CONCRETE POST FY4475_STAMPING: YANCEY 1985 FY4475_MARK LOGO: NCGS FY4475_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FY4475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY4475+STABILITY: SURFACE MOTION FY4475 FY4475 HISTORY - Date Condition Report By FY4475 HISTORY - 1985 MONUMENTED NCGS FY4475 HISTORY - 20050416 POOR USPSQD FY4475 FY4475 STATION DESCRIPTION FY4475 FY4475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FY4475'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST-NORTHWEST OF DREWRY, AND FY4475'17.1 KM (10.6 MI) NORTH-NORTHEAST OF HENDERSON. FY4475'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST FY4475'FROM DREWRY TO SR 1365 ON RIGHT, THENCE ALONG SR 1365, 2.1 KM FY4475'(1.3 MI) NORTH-NORTHWEST TO STATION ON LEFT, AND ON PROLONGATION OF FY4475'DRIVEWAY CENTERLINE TO J. HASKINS BRICK HOME. FY4475'STATION IS A STANDARD NCGS DISK STAMPED---YANCEY 1985---, SET INTO THE FY4475'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM FY4475'BELOW GROUND. LOCATED 4.96 METERS (16.3 FT) WEST FROM THE CENTERLINE FY4475'OF SR 1365, 96 METERS (316 FT) NORTH FROM THE EAST END OF CULVERT FY4475'UNDER ROAD, 15.91 METERS (52.2 FT) NORTHWEST FROM A TELEPHONE PEDESTAL FY4475'(35 E)--AND 15.82 METERS (51.9 FT) SOUTH FROM A BRACE POLE, 19.51 FY4475'METERS (64.0 FT) SOUTHWEST FROM A POWER POLE WITH TRANSFORMER, 10.0 FY4475'METERS (32.8 FT) NORTHEAST FROM A 4 INCH PINE--ALL WITH REFERENCE FY4475'TAGS. FY4475'MARK IS LEVEL WITH ROAD. FY4475 FY4475 STATION RECOVERY (2005) FY4475 FY4475'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) FY4475'ROUND CONCRETE MONUMENT LYING NEXT TO ROAD ABOUT WHERE MARKER WOULD BE FY4475'LOCATED. 1/2 OF YANCY MARKER REMAINS WITH CONCRETE MONUMENT, THE OTHER FY4475'HALF GONE ALONG WITH THAT CORNER OF MONUMENT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2731 *********************************************************************** FY2731 DESIGNATION - YELLOW FY2731 PID - FY2731 FY2731 STATE/COUNTY- NC/VANCE FY2731 USGS QUAD - KITTRELL (1979) FY2731 FY2731 *CURRENT SURVEY CONTROL FY2731 ___________________________________________________________________ FY2731* NAD 83(1986)- 36 14 54.45719(N) 078 27 50.04113(W) ADJUSTED FY2731* NAVD 88 - 146.5 (meters) 481. (feet) VERTCON FY2731 ___________________________________________________________________ FY2731 LAPLACE CORR- -7.72 (seconds) DEFLEC99 FY2731 GEOID HEIGHT- -32.56 (meters) GEOID03 FY2731 FY2731 HORZ ORDER - SECOND FY2731 FY2731.The North Carolina HARNS have been completed but, FY2731.due to contractual restrictions, coordinates for these stations FY2731.will NOT be published in the near future. In the interim, the FY2731.published coordinates in North Carolina will not be FY2731.consistent with the Continuously Operating Reference Stations FY2731.(CORS). The HARN coordinates for these stations are available FY2731.upon request. Contact Gary Thompson(919-733-3836). FY2731. FY2731.In addition, the published North Carolina positions FY2731.(NAD 83 (1986)) are NOT consistent with those determined in FY2731.adjacent state readjustments. The discontinuity between stations FY2731.located in North Carolina and those in adjacent states FY2731.which have been adjusted to the HARN may be as much as 5 FY2731.decimeters. This will result in a significant loss of accuracy FY2731.over lines crossing such state borders. FY2731 FY2731 FY2731.The horizontal coordinates were established by classical geodetic methods FY2731.and adjusted by the National Geodetic Survey in July 1986. FY2731 FY2731.The NAVD 88 height was computed by applying the VERTCON shift value to FY2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2731 FY2731.The Laplace correction was computed from DEFLEC99 derived deflections. FY2731 FY2731.The geoid height was determined by GEOID03. FY2731 FY2731; North East Units Scale Factor Converg. FY2731;SPC NC - 277,300.010 657,786.783 MT 1.00002385 +0 18 33.9 FY2731;SPC NC - 909,775.12 2,158,088.80 sFT 1.00002385 +0 18 33.9 FY2731;UTM 17 - 4,014,490.065 727,876.076 MT 1.00023985 +1 30 00.8 FY2731 FY2731! - Elev Factor x Scale Factor = Combined Factor FY2731!SPC NC - 0.99998212 x 1.00002385 = 1.00000597 FY2731!UTM 17 - 0.99998212 x 1.00023985 = 1.00022196 FY2731 FY2731: Primary Azimuth Mark Grid Az FY2731:SPC NC - BARNES 019 19 17.9 FY2731:UTM 17 - BARNES 018 07 51.0 FY2731 FY2731|---------------------------------------------------------------------| FY2731| PID Reference Object Distance Geod. Az | FY2731| dddmmss.s | FY2731| FY2807 BARNES APPROX. 0.6 KM 0193751.8 | FY2731|---------------------------------------------------------------------| FY2731 FY2731 SUPERSEDED SURVEY CONTROL FY2731 FY2731 NAD 27 - 36 14 53.92810(N) 078 27 51.04587(W) AD( ) 2 FY2731 NGVD 29 (07/19/86) 146.8 (m) 482. (f) VERT ANG FY2731 FY2731.Superseded values are not recommended for survey control. FY2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2731.See file dsdata.txt to determine how the superseded data were derived. FY2731 FY2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2787614490(NAD 83) FY2731_MARKER: DE = TRAVERSE STATION DISK FY2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2731_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2731_STAMPING: YELLOW 1969 FY2731_MARK LOGO: NCGS FY2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2731+STABILITY: SURFACE MOTION FY2731 FY2731 HISTORY - Date Condition Report By FY2731 HISTORY - 1969 MONUMENTED NCGS FY2731 FY2731 STATION DESCRIPTION FY2731 FY2731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM) FY2731'YELLOW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2731'THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2731' FY2731'YELLOW IS LOCATED APPROXIMATELY 6.1 MILES SOUTHWEST OF FY2731'HENDERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF FY2731'SR 1115 (BEAR POND RD.) WITH U.S. 1 BUSINESS ON SOUTH SIDE OF FY2731'HENDERSON, GO SOUTHWEST ON SR 1115 FOR 2.4 MILES TO WHERE SR 1115 FY2731'BECOMES SR 1101, CONTINUE ON SR 1101 FOR 2.8 MILES TO FY2731'STATION. WHICH IS ON THE EAST SIDE OF SR 1101 ON TOP OF BANK FY2731'ABOUT 4 FEET HIGHER THAN ROAD, ABOUT 225 FEET NORTHEAST OF A LARGE FY2731'ONE STORY WHITE FRAME HOUSE, AND 0.5 MILE SOUTH OF INTERSECTION FY2731'OF SR 1101 WITH SR 1107. FY2731' FY2731'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2731'YELLOW 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2731'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2731' FY2731'MARK IS FY2731' FY2731'25.9 FT E OF C/L OF SR 1101 FY2731' FY2731'84.7 FT NE OF TELEPHONE PEDESTAL 32 ON W SIDE OF SR 1101, FY2731'AND WITH ALUMINUM REF. TAG FY2731' FY2731'62.2 FT NW OF 24 INCH OAK TREE ON E SIDE OF SR 1101, AND FY2731'WITH ALUMINUM REF. TAG FY2731' FY2731'139.1 FT S OF PP ON E SIDE OF SR 1101, AND WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2793 *********************************************************************** FY2793 DESIGNATION - YIELD FY2793 PID - FY2793 FY2793 STATE/COUNTY- NC/VANCE FY2793 USGS QUAD - VICKSBORO (1970) FY2793 FY2793 *CURRENT SURVEY CONTROL FY2793 ___________________________________________________________________ FY2793* NAD 83(1986)- 36 20 50.35221(N) 078 21 49.10034(W) ADJUSTED FY2793* NAVD 88 - 158.5 (meters) 520. (feet) VERTCON FY2793 ___________________________________________________________________ FY2793 LAPLACE CORR- -6.38 (seconds) DEFLEC99 FY2793 GEOID HEIGHT- -32.80 (meters) GEOID03 FY2793 FY2793 HORZ ORDER - SECOND FY2793 FY2793.The North Carolina HARNS have been completed but, FY2793.due to contractual restrictions, coordinates for these stations FY2793.will NOT be published in the near future. In the interim, the FY2793.published coordinates in North Carolina will not be FY2793.consistent with the Continuously Operating Reference Stations FY2793.(CORS). The HARN coordinates for these stations are available FY2793.upon request. Contact Gary Thompson(919-733-3836). FY2793. FY2793.In addition, the published North Carolina positions FY2793.(NAD 83 (1986)) are NOT consistent with those determined in FY2793.adjacent state readjustments. The discontinuity between stations FY2793.located in North Carolina and those in adjacent states FY2793.which have been adjusted to the HARN may be as much as 5 FY2793.decimeters. This will result in a significant loss of accuracy FY2793.over lines crossing such state borders. FY2793 FY2793 FY2793.The horizontal coordinates were established by classical geodetic methods FY2793.and adjusted by the National Geodetic Survey in July 1986. FY2793 FY2793.The NAVD 88 height was computed by applying the VERTCON shift value to FY2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2793 FY2793.The Laplace correction was computed from DEFLEC99 derived deflections. FY2793 FY2793.The geoid height was determined by GEOID03. FY2793 FY2793; North East Units Scale Factor Converg. FY2793;SPC NC - 288,323.358 666,728.007 MT 1.00005543 +0 22 02.2 FY2793;SPC NC - 945,940.88 2,187,423.47 sFT 1.00005543 +0 22 02.2 FY2793;UTM 17 - 4,025,699.759 736,587.746 MT 1.00028970 +1 33 47.7 FY2793 FY2793! - Elev Factor x Scale Factor = Combined Factor FY2793!SPC NC - 0.99998027 x 1.00005543 = 1.00003570 FY2793!UTM 17 - 0.99998027 x 1.00028970 = 1.00026996 FY2793 FY2793: Primary Azimuth Mark Grid Az FY2793:SPC NC - BRIDGE 008 44 09.0 FY2793:UTM 17 - BRIDGE 007 32 23.5 FY2793 FY2793|---------------------------------------------------------------------| FY2793| PID Reference Object Distance Geod. Az | FY2793| dddmmss.s | FY2793| FY2772 BRIDGE 407.820 METERS 0090611.2 | FY2793| FY2786 N HENDERSON AZ MK 276.029 METERS 22017 | FY2793| FY2785 N HENDERSON 169.927 METERS 35323 | FY2793|---------------------------------------------------------------------| FY2793 FY2793 SUPERSEDED SURVEY CONTROL FY2793 FY2793 NAD 27 - 36 20 49.82803(N) 078 21 50.11021(W) AD( ) 2 FY2793 NGVD 29 (07/19/86) 158.8 (m) 521. (f) VERT ANG FY2793 FY2793.Superseded values are not recommended for survey control. FY2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2793.See file dsdata.txt to determine how the superseded data were derived. FY2793 FY2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3658825700(NAD 83) FY2793_MARKER: DE = TRAVERSE STATION DISK FY2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2793_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2793_STAMPING: YIELD 1969 FY2793_MARK LOGO: NCGS FY2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2793+STABILITY: SURFACE MOTION FY2793 FY2793 HISTORY - Date Condition Report By FY2793 HISTORY - 1969 MONUMENTED NCGS FY2793 HISTORY - 1985 GOOD USPSQD FY2793 FY2793 STATION DESCRIPTION FY2793 FY2793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2793'YIELD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY2793'IN THE VICINITY OF HENDERSON, NORTH CAROLINA. FY2793' FY2793'YIELD IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF THE FY2793'CENTER OF HENDERSON. TO REACH STATION PROCEED FROM THE FY2793'INTERSECTION OF U.S. 1 BYPASS WITH U.S. 1 BUSINESS, GO SOUTH FY2793'ON U.S. 1 BYPASS FOR 1.1 MILE TO INTERSECTION OF SR 1001, FY2793'CONTINUE FOR 0.1 MILE SOUTH ALONG U.S. 1 BYPASS FROM SR 1001 TO FY2793'STATION ON EAST SIDE OF U.S. 1 BYPASS AT WARRENTON EXIT. FY2793' FY2793'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY2793'YIELD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2793'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY2793' FY2793'MARK IS FY2793' FY2793'69.0 FT E OF C/L OF U.S. 1 BYPASS. FY2793' FY2793'50.0 FT S OF YIELD SIGN TO NORTH BYPASS 1 FROM SR 1001, FY2793'AND WITH ALUMINUM REF. TAG. FY2793' FY2793'72.0 FT W OF KEEP RIGHT SIGN ON ACCESS ROAD FROM SR 1001 TO FY2793'U.S. 1 BYPASS, AND WITH ALUMINUM REF. TAG. FY2793' FY2793'99.9 FT E OF WARRENTON RD. SIGN TO SR 1001 ON E SIDE OF U.S. 1 FY2793'BYPASS, AND WITH ALUMINUM REF. TAG. FY2793' FY2793'20.8 FT S OF C/L OF N. EXIT ROAD TO U.S. 1 BYPASS. FY2793 FY2793 STATION RECOVERY (1985) FY2793 FY2793'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) FY2793'YEILD 1969 FOUND GOOD.