1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2731 *********************************************************************** FX2731 DESIGNATION - AUTO FX2731 PID - FX2731 FX2731 STATE/COUNTY- NC/GATES FX2731 USGS QUAD - GATESVILLE (1990) FX2731 FX2731 *CURRENT SURVEY CONTROL FX2731 ___________________________________________________________________ FX2731* NAD 83(1986)- 36 27 05.95148(N) 076 47 58.65137(W) ADJUSTED FX2731* NAVD 88 - 10.588 (meters) 34.74 (feet) ADJUSTED FX2731 ___________________________________________________________________ FX2731 LAPLACE CORR- -3.76 (seconds) DEFLEC99 FX2731 GEOID HEIGHT- -35.91 (meters) GEOID03 FX2731 DYNAMIC HT - 10.580 (meters) 34.71 (feet) COMP FX2731 MODELED GRAV- 979,845.1 (mgal) NAVD 88 FX2731 FX2731 HORZ ORDER - SECOND FX2731 VERT ORDER - SECOND CLASS II FX2731 FX2731.The North Carolina HARNS have been completed but, FX2731.due to contractual restrictions, coordinates for these stations FX2731.will NOT be published in the near future. In the interim, the FX2731.published coordinates in North Carolina will not be FX2731.consistent with the Continuously Operating Reference Stations FX2731.(CORS). The HARN coordinates for these stations are available FX2731.upon request. Contact Gary Thompson(919-733-3836). FX2731. FX2731.In addition, the published North Carolina positions FX2731.(NAD 83 (1986)) are NOT consistent with those determined in FX2731.adjacent state readjustments. The discontinuity between stations FX2731.located in North Carolina and those in adjacent states FX2731.which have been adjusted to the HARN may be as much as 5 FX2731.decimeters. This will result in a significant loss of accuracy FX2731.over lines crossing such state borders. FX2731 FX2731 FX2731.The horizontal coordinates were established by classical geodetic methods FX2731.and adjusted by the National Geodetic Survey in January 1991. FX2731 FX2731.The orthometric height was determined by differential leveling FX2731.and adjusted by the National Geodetic Survey in June 1991. FX2731 FX2731.The Laplace correction was computed from DEFLEC99 derived deflections. FX2731 FX2731.The geoid height was determined by GEOID03. FX2731 FX2731.The dynamic height is computed by dividing the NAVD 88 FX2731.geopotential number by the normal gravity value computed on the FX2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2731.degrees latitude (g = 980.6199 gals.). FX2731 FX2731.The modeled gravity was interpolated from observed gravity values. FX2731 FX2731; North East Units Scale Factor Converg. FX2731;SPC NC - 301,904.837 806,859.685 MT 1.00009202 +1 16 12.0 FX2731;SPC NC - 990,499.45 2,647,172.15 sFT 1.00009202 +1 16 12.0 FX2731;UTM 18 - 4,035,550.397 338,726.070 MT 0.99992046 -1 04 10.1 FX2731 FX2731! - Elev Factor x Scale Factor = Combined Factor FX2731!SPC NC - 1.00000397 x 1.00009202 = 1.00009599 FX2731!UTM 18 - 1.00000397 x 0.99992046 = 0.99992443 FX2731 FX2731 SUPERSEDED SURVEY CONTROL FX2731 FX2731 NGVD 29 (01/18/91) 10.99 (m) 36.1 (f) LEVELING 3 FX2731 FX2731.Superseded values are not recommended for survey control. FX2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2731.See file dsdata.txt to determine how the superseded data were derived. FX2731 FX2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3872635550(NAD 83) FX2731_MARKER: DE = TRAVERSE STATION DISK FX2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2731_SP_SET: CONCRETE POST FX2731_STAMPING: AUTO 1980 FX2731_MARK LOGO: NCGS FX2731_PROJECTION: RECESSED 15 CENTIMETERS FX2731_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2731+STABILITY: SURFACE MOTION FX2731 FX2731 HISTORY - Date Condition Report By FX2731 HISTORY - 1980 MONUMENTED NCGS FX2731 HISTORY - 1981 GOOD NCGS FX2731 HISTORY - 19970413 POOR USPSQD FX2731 FX2731 STATION DESCRIPTION FX2731 FX2731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2731'STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTHEAST OF RODUCO AND 4.1 FX2731'MILES NORTHWEST OF GATESVILLE. FX2731' FX2731'TO REACH STATION FROM THE INTERSECTION OF THE SEABOARD COASTLINE FX2731'RAILROAD AND US 158 AT RODUCO, PROCEED SOUTHEAST ALONG US 158 FOR FX2731'1.05 MILES TO STATION IN RIGHT SHOULDER AT A HEADWALL ON EAST SIDE OF FX2731'DRIVE TO THE BRICK HOME OF LLOYD EURE. FX2731' FX2731'STATION MARK IS A STANDARD DISK STAMPED---AUTO 1980---SET IN TOP OF A FX2731'10 INCH CONCRETE MONUMENT, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2731'17.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 34.7 FEET SOUTHEAST OF FX2731'CENTERLINE OF DRIVEWAY, 118.6 FEET NORTH OF POWER POLE WITH REFERENCE FX2731'TAG, 6.4 FEET NORTH OF NORTHWEST END OF HEADWALL, 88.6 FEET EAST OF FX2731'SOUTHEAST CORNER OF HOUSE AND 90.7 FEET SOUTHEAST OF TELEPHONE FX2731'PEDESTAL WITH POST AND REFERENCE TAG. FX2731 FX2731 STATION RECOVERY (1981) FX2731 FX2731'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2731'1.1 MI SE FROM RODUCO. FX2731'1.05 MILES SOUTH ALONG U.S. 158 FROM THE INTERSECTION WITH THE FX2731'SEABOARD COAST LINE RAILROAD AT RODUCO, IN HIGHWAY SHOULDER AT A 6 FX2731'FOOT CONCRETE HEADWALL ON EAST SIDE OF DRIVE TO A ONE STORY BRICK FX2731'HOUSE, LLOYD EURE RESIDENCE. 17.0 FEET SOUTHWEST OF CENTERLINE OF FX2731'HIGHWAY, 34.7 FEET SOUTHEAST OF CENTERLINE OF DRIVE, 6.4 FEET NORTH FX2731'OF NORTHWEST END OF HEADWALL, 88.6 FEET EAST OF SOUTHEAST CORNER OF FX2731'HOUSE, 90.7 FEET SOUTHEAST OF TELEPHONE PEDESTAL WITH POST AND FX2731'REFERENCE TAG AND 118.6 FEET NORTH OF POWER POLE WITH REFERENCE TAG. FX2731'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2731 FX2731 STATION RECOVERY (1997) FX2731 FX2731'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2731'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3835 *********************************************************************** FX3835 DESIGNATION - BANKED FX3835 PID - FX3835 FX3835 STATE/COUNTY- NC/GATES FX3835 USGS QUAD - MERCHANTS MILLPOND (1981) FX3835 FX3835 *CURRENT SURVEY CONTROL FX3835 ___________________________________________________________________ FX3835* NAD 83(1986)- 36 28 18.40569(N) 076 42 22.45390(W) ADJUSTED FX3835* NAVD 88 - 12.4 (meters) 41. (feet) VERTCON FX3835 ___________________________________________________________________ FX3835 LAPLACE CORR- -3.91 (seconds) DEFLEC99 FX3835 GEOID HEIGHT- -36.10 (meters) GEOID03 FX3835 FX3835 HORZ ORDER - SECOND FX3835 FX3835.The North Carolina HARNS have been completed but, FX3835.due to contractual restrictions, coordinates for these stations FX3835.will NOT be published in the near future. In the interim, the FX3835.published coordinates in North Carolina will not be FX3835.consistent with the Continuously Operating Reference Stations FX3835.(CORS). The HARN coordinates for these stations are available FX3835.upon request. Contact Gary Thompson(919-733-3836). FX3835. FX3835.In addition, the published North Carolina positions FX3835.(NAD 83 (1986)) are NOT consistent with those determined in FX3835.adjacent state readjustments. The discontinuity between stations FX3835.located in North Carolina and those in adjacent states FX3835.which have been adjusted to the HARN may be as much as 5 FX3835.decimeters. This will result in a significant loss of accuracy FX3835.over lines crossing such state borders. FX3835 FX3835 FX3835.The horizontal coordinates were established by classical geodetic methods FX3835.and adjusted by the National Geodetic Survey in July 1986. FX3835 FX3835.The NAVD 88 height was computed by applying the VERTCON shift value to FX3835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3835 FX3835.The Laplace correction was computed from DEFLEC99 derived deflections. FX3835 FX3835.The geoid height was determined by GEOID03. FX3835 FX3835; North East Units Scale Factor Converg. FX3835;SPC NC - 304,327.315 815,178.654 MT 1.00009946 +1 19 26.0 FX3835;SPC NC - 998,447.20 2,674,465.30 sFT 1.00009946 +1 19 26.0 FX3835;UTM 18 - 4,037,630.960 347,135.358 MT 0.99988791 -1 00 51.9 FX3835 FX3835! - Elev Factor x Scale Factor = Combined Factor FX3835!SPC NC - 1.00000372 x 1.00009946 = 1.00010318 FX3835!UTM 18 - 1.00000372 x 0.99988791 = 0.99989163 FX3835 FX3835: Primary Azimuth Mark Grid Az FX3835:SPC NC - CURVE 326 20 01.7 FX3835:UTM 18 - CURVE 328 40 19.6 FX3835 FX3835|---------------------------------------------------------------------| FX3835| PID Reference Object Distance Geod. Az | FX3835| dddmmss.s | FX3835| FX3834 CURVE APPROX. 0.6 KM 3273927.7 | FX3835|---------------------------------------------------------------------| FX3835 FX3835 SUPERSEDED SURVEY CONTROL FX3835 FX3835 NAD 27 - 36 28 17.85087(N) 076 42 23.61514(W) AD( ) 2 FX3835 NGVD 29 (07/19/86) 12.8 (m) 42. (f) VERT ANG FX3835 FX3835.Superseded values are not recommended for survey control. FX3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3835.See file dsdata.txt to determine how the superseded data were derived. FX3835 FX3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4713537631(NAD 83) FX3835_MARKER: DE = TRAVERSE STATION DISK FX3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3835_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3835_STAMPING: BANKED 1973 FX3835_MARK LOGO: NCGS FX3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3835+STABILITY: SURFACE MOTION FX3835 FX3835 HISTORY - Date Condition Report By FX3835 HISTORY - 1973 MONUMENTED NCGS FX3835 HISTORY - 1980 GOOD NCGS FX3835 FX3835 STATION DESCRIPTION FX3835 FX3835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3835'BANKED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3835'VICINITY OF GATES, NORTH CAROLINA. FX3835' FX3835'BANKED IS LOCATED APPROXIMATELY 4.2 MILES ESE OF GATES, AND 5.3 MILES FX3835'NNE OF GATESVILLE. TO REACH STATION FROM THE INTERSECTION OF US 158 FX3835'WITH SR 1300 NORTH AND SR 1403 SOUTH (AT EASONS CROSSROADS)4 MILES FX3835'NE OF GATESVILLE, PROCEED NORTH ALONG SR 1300 FOR 1.55 MILES TO FX3835'STATION ON RIGHT SHOULDER OF FIRST CURVE, 0.65 MILES SSE OF FX3835'INTERSECTION WITH SR 1314. FX3835' FX3835'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANKED FX3835'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 FX3835'INCHES BELOW THE SURFACE OF THE GROUND. FX3835' FX3835'MARK IS FX3835'12.8 FEET ENE OF C/L OF SR 1300. FX3835'36.7 FEET SW OF 7 INCHES PINE W/ALUMINUM REF. TAG. FX3835'33.6 FEET WNW OF 8 INCH PINE W/ALUMINUM REF. TAG. FX3835'275.5 FEET SSE OF SOUTH END OF CULVERT OF WOODS ROAD LEADING FX3835'EAST. FX3835 FX3835 STATION RECOVERY (1980) FX3835 FX3835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX3835'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3908 *********************************************************************** FX3908 DESIGNATION - BARNES FX3908 PID - FX3908 FX3908 STATE/COUNTY- NC/GATES FX3908 USGS QUAD - HARRELLSVILLE (1982) FX3908 FX3908 *CURRENT SURVEY CONTROL FX3908 ___________________________________________________________________ FX3908* NAD 83(1986)- 36 21 52.21112(N) 076 48 37.50854(W) ADJUSTED FX3908* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3908 ___________________________________________________________________ FX3908 LAPLACE CORR- -4.71 (seconds) DEFLEC99 FX3908 GEOID HEIGHT- -35.91 (meters) GEOID03 FX3908 FX3908 HORZ ORDER - THIRD FX3908 FX3908.The North Carolina HARNS have been completed but, FX3908.due to contractual restrictions, coordinates for these stations FX3908.will NOT be published in the near future. In the interim, the FX3908.published coordinates in North Carolina will not be FX3908.consistent with the Continuously Operating Reference Stations FX3908.(CORS). The HARN coordinates for these stations are available FX3908.upon request. Contact Gary Thompson(919-733-3836). FX3908. FX3908.In addition, the published North Carolina positions FX3908.(NAD 83 (1986)) are NOT consistent with those determined in FX3908.adjacent state readjustments. The discontinuity between stations FX3908.located in North Carolina and those in adjacent states FX3908.which have been adjusted to the HARN may be as much as 5 FX3908.decimeters. This will result in a significant loss of accuracy FX3908.over lines crossing such state borders. FX3908 FX3908 FX3908.The horizontal coordinates were established by classical geodetic methods FX3908.and adjusted by the National Geodetic Survey in July 1986. FX3908 FX3908.The orthometric height was scaled from a topographic map. FX3908 FX3908.The Laplace correction was computed from DEFLEC99 derived deflections. FX3908 FX3908.The geoid height was determined by GEOID03. FX3908 FX3908; North East Units Scale Factor Converg. FX3908;SPC NC - 292,214.306 806,105.521 MT 1.00006123 +1 15 49.5 FX3908;SPC NC - 958,706.44 2,644,697.86 sFT 1.00006123 +1 15 49.5 FX3908;UTM 18 - 4,025,900.191 337,577.315 MT 0.99992504 -1 04 25.2 FX3908 FX3908! - Elev Factor x Scale Factor = Combined Factor FX3908!SPC NC - 1.00000569 x 1.00006123 = 1.00006692 FX3908!UTM 18 - 1.00000569 x 0.99992504 = 0.99993073 FX3908 FX3908: Primary Azimuth Mark Grid Az FX3908:SPC NC - RIVER 093 41 10.4 FX3908:UTM 18 - RIVER 096 01 25.1 FX3908 FX3908|---------------------------------------------------------------------| FX3908| PID Reference Object Distance Geod. Az | FX3908| dddmmss.s | FX3908| FX4556 BARNES WM 1 1.840 METERS 00116 | FX3908| FX3927 RIVER APPROX. 0.6 KM 0945659.9 | FX3908| FX4557 BARNES WM 2 16928 | FX3908| FX4555 BARNES RM 1 25.700 METERS 31040 | FX3908|---------------------------------------------------------------------| FX3908 FX3908 SUPERSEDED SURVEY CONTROL FX3908 FX3908 NAD 27 - 36 21 51.65000(N) 076 48 38.68000(W) AD( ) 3 FX3908 FX3908.Superseded values are not recommended for survey control. FX3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3908.See file dsdata.txt to determine how the superseded data were derived. FX3908 FX3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3757725900(NAD 83) FX3908_MARKER: I = METAL ROD FX3908_SETTING: 0 = UNSPECIFIED SETTING FX3908 FX3908 HISTORY - Date Condition Report By FX3908 HISTORY - 1932 MONUMENTED CGS FX3908 HISTORY - 1963 GOOD CGS FX3908 FX3908 STATION DESCRIPTION FX3908 FX3908'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3908'ON NORTH SIDE OF CHOWAN RIVER, ABOUT 25 METERS (82 FEET) EAST OF FX3908'POINT OF LAND FORMED BY JUNCTION OF CHOWAN RIVER AND BARNES FX3908'CREEK, IN MASS OF CYPRESS ROOTS. MARKED BY 2 INCH GALVANIZED IRON FX3908'PIPE. REFERENCE MARK NO.1 IS A STANDARD DISK DRIVEN INTO 3 FOOT FX3908'CYPRESS TREE (TREE FORKS JUST ABOVE REFERENCE MARK) ON POINT OF FX3908'LAND FORMED BY JUNCTION OF CHOWAN RIVER AND BARNES CREEK AND IS FX3908'25.70 METERS (84.3 FEET) FROM STATION IN BEARING N 49 DEG 20 MIN FX3908'W. WITNESS MARK NO.1 IS RAILROAD SPIKE DRIVEN INTO TRIANGULAR FX3908'BLAZE ON SMALL 3 INCH GUM TREE LOCATED ABOUT 25 METERS (82 FEET) FX3908'OFFSHORE AND 1.84 METERS (6 FEET) FROM STATION IN BEARING N 1 DEG FX3908'16 MIN E. WITNESS MARK NO.2 IS RAILROAD SPIKE DRIVEN IN TOP OF FX3908'SMALL CYPRESS STUMP EXTENDING ABOUT 6 INCHES ABOVE WATER, IN SAME FX3908'VICINITY AS WITNESS MARK NO.1 BUT ON OPPOSITE SIDE OF STATION, AND FX3908'1.82 METERS (6 FEET) FROM STATION IN BEARING S 10 DEG 31 MIN E. FX3908 FX3908 STATION RECOVERY (1963) FX3908 FX3908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3908'STATION RECOVERED IN GOOD CONDITION. IT IS 5 FEET SOUTH OF A LONE FX3908'6 INCH TREE WHICH IS 85 FEET OFFSHORE FROM POINT OF LAND BETWEEN FX3908'BARNES CREEK AND CHOWAN RIVER. FX3908' FX3908'REFERENCE MARK NO.1 IS IN A 4 FEET TWIN CYPRESS TREE AT POINT OF FX3908'LAND BETWEEN THE CHOWAN RIVER AND BARNES CREEK. FX3908' FX3908'WITNESS MARK NO.1 RECOVERED IN GOOD CONDITION AND IT IS IN THE FX3908'LONE 6 INCHH TREE, 85 FEET OFFSHORE. FX3908' FX3908'WITNESS MARK NO.2 WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3909 *********************************************************************** FX3909 DESIGNATION - BEND FX3909 PID - FX3909 FX3909 STATE/COUNTY- NC/GATES FX3909 USGS QUAD - HARRELLSVILLE (1982) FX3909 FX3909 *CURRENT SURVEY CONTROL FX3909 ___________________________________________________________________ FX3909* NAD 83(1986)- 36 21 55.01627(N) 076 49 15.90321(W) ADJUSTED FX3909* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3909 ___________________________________________________________________ FX3909 LAPLACE CORR- -4.73 (seconds) DEFLEC99 FX3909 GEOID HEIGHT- -35.88 (meters) GEOID03 FX3909 FX3909 HORZ ORDER - THIRD FX3909 FX3909.The North Carolina HARNS have been completed but, FX3909.due to contractual restrictions, coordinates for these stations FX3909.will NOT be published in the near future. In the interim, the FX3909.published coordinates in North Carolina will not be FX3909.consistent with the Continuously Operating Reference Stations FX3909.(CORS). The HARN coordinates for these stations are available FX3909.upon request. Contact Gary Thompson(919-733-3836). FX3909. FX3909.In addition, the published North Carolina positions FX3909.(NAD 83 (1986)) are NOT consistent with those determined in FX3909.adjacent state readjustments. The discontinuity between stations FX3909.located in North Carolina and those in adjacent states FX3909.which have been adjusted to the HARN may be as much as 5 FX3909.decimeters. This will result in a significant loss of accuracy FX3909.over lines crossing such state borders. FX3909 FX3909 FX3909.The horizontal coordinates were established by classical geodetic methods FX3909.and adjusted by the National Geodetic Survey in July 1986. FX3909 FX3909.The orthometric height was scaled from a topographic map. FX3909 FX3909.The Laplace correction was computed from DEFLEC99 derived deflections. FX3909 FX3909.The geoid height was determined by GEOID03. FX3909 FX3909; North East Units Scale Factor Converg. FX3909;SPC NC - 292,279.696 805,146.628 MT 1.00006149 +1 15 27.4 FX3909;SPC NC - 958,920.97 2,641,551.90 sFT 1.00006149 +1 15 27.4 FX3909;UTM 18 - 4,026,004.622 336,622.015 MT 0.99992888 -1 04 48.1 FX3909 FX3909! - Elev Factor x Scale Factor = Combined Factor FX3909!SPC NC - 1.00000569 x 1.00006149 = 1.00006718 FX3909!UTM 18 - 1.00000569 x 0.99992888 = 0.99993457 FX3909 FX3909: Primary Azimuth Mark Grid Az FX3909:SPC NC - SAND 1932 122 39 08.4 FX3909:UTM 18 - SAND 1932 124 59 23.9 FX3909 FX3909|---------------------------------------------------------------------| FX3909| PID Reference Object Distance Geod. Az | FX3909| dddmmss.s | FX3909| FX4570 BEND WM 1 09456 | FX3909| FX3929 SAND 1932 APPROX. 0.6 KM 1235435.8 | FX3909| FX3916 HIGH 1932 409.337 METERS 1533657.4 | FX3909| FX4571 BEND WM 2 0.810 METERS 21126 | FX3909|---------------------------------------------------------------------| FX3909 FX3909 SUPERSEDED SURVEY CONTROL FX3909 FX3909 NAD 27 - 36 21 54.45000(N) 076 49 17.05000(W) AD( ) 3 FX3909 FX3909.Superseded values are not recommended for survey control. FX3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3909.See file dsdata.txt to determine how the superseded data were derived. FX3909 FX3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3662226005(NAD 83) FX3909_MARKER: S = SPIKE FX3909_SETTING: 0 = UNSPECIFIED SETTING FX3909 FX3909 HISTORY - Date Condition Report By FX3909 HISTORY - 1932 MONUMENTED CGS FX3909 HISTORY - 1963 GOOD CGS FX3909 FX3909 STATION DESCRIPTION FX3909 FX3909'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3909'ON EAST SIDE OF CHOWAN RIVER, ABOUT 3.57 MILES SOUTH OF ATLANTIC FX3909'COAST LINE RAILROAD BRIDGE AT TUNIS, 0.53 MILE NORTH OF BARNES FX3909'CREEK, AND 16 METERS (52 FEET) OFFSHORE. MARKED BY SPIKE DRIVEN FX3909'IN CYPRESS. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN INTO FX3909'TRIANGULAR BLAZES ON 30 INCH PINES. WITNESS MARK NO.1 IS 2 METERS FX3909'OFFSHORE AND 13.94 METERS (45.7 FEET) FROM STATION IN BEARING S 85 FX3909'DEG 4 MIN E. WITNESS MARK NO.2 IS 16 METERS (52 FEET) OFFSHORE AND FX3909'0.81 METER (2.7 FEET) FROM STATION IN BEARING S 31 DEG 26 MIN W. FX3909 FX3909 STATION RECOVERY (1963) FX3909 FX3909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3909'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO FX3909'BE IN GOOD CONDITION. FX3909' FX3909'THE STATION IS ABOUT 1 FOOT DOWN FROM THE TOP OF THE CYPRESS KNEE, FX3909'8 INCHES ABOVE WATER, IN A HOLLOW OF THE KNEE, AND IS THE FIRST FX3909'KNEE NORTH WITNESS MARK NO.2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3799 *********************************************************************** FX3799 DESIGNATION - BENNETT FX3799 PID - FX3799 FX3799 STATE/COUNTY- NC/GATES FX3799 USGS QUAD - MINTONSVILLE (1982) FX3799 FX3799 *CURRENT SURVEY CONTROL FX3799 ___________________________________________________________________ FX3799* NAD 83(1986)- 36 18 25.42375(N) 076 41 45.46595(W) ADJUSTED FX3799* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3799 ___________________________________________________________________ FX3799 LAPLACE CORR- -4.06 (seconds) DEFLEC99 FX3799 GEOID HEIGHT- -36.24 (meters) GEOID03 FX3799 FX3799 HORZ ORDER - THIRD FX3799 FX3799.The North Carolina HARNS have been completed but, FX3799.due to contractual restrictions, coordinates for these stations FX3799.will NOT be published in the near future. In the interim, the FX3799.published coordinates in North Carolina will not be FX3799.consistent with the Continuously Operating Reference Stations FX3799.(CORS). The HARN coordinates for these stations are available FX3799.upon request. Contact Gary Thompson(919-733-3836). FX3799. FX3799.In addition, the published North Carolina positions FX3799.(NAD 83 (1986)) are NOT consistent with those determined in FX3799.adjacent state readjustments. The discontinuity between stations FX3799.located in North Carolina and those in adjacent states FX3799.which have been adjusted to the HARN may be as much as 5 FX3799.decimeters. This will result in a significant loss of accuracy FX3799.over lines crossing such state borders. FX3799 FX3799 FX3799.The horizontal coordinates were established by classical geodetic methods FX3799.and adjusted by the National Geodetic Survey in July 1986. FX3799 FX3799.The orthometric height was scaled from a topographic map. FX3799 FX3799.The Laplace correction was computed from DEFLEC99 derived deflections. FX3799 FX3799.The geoid height was determined by GEOID03. FX3799 FX3799; North East Units Scale Factor Converg. FX3799;SPC NC - 286,074.233 816,523.551 MT 1.00004221 +1 19 47.4 FX3799;SPC NC - 938,561.88 2,678,877.68 sFT 1.00004221 +1 19 47.4 FX3799;UTM 18 - 4,019,341.580 347,734.955 MT 0.99988566 -1 00 15.8 FX3799 FX3799! - Elev Factor x Scale Factor = Combined Factor FX3799!SPC NC - 1.00000558 x 1.00004221 = 1.00004779 FX3799!UTM 18 - 1.00000558 x 0.99988566 = 0.99989124 FX3799 FX3799: Primary Azimuth Mark Grid Az FX3799:SPC NC - DILLARD 149 23 47.7 FX3799:UTM 18 - DILLARD 151 43 50.9 FX3799 FX3799|---------------------------------------------------------------------| FX3799| PID Reference Object Distance Geod. Az | FX3799| dddmmss.s | FX3799| FX3802 DILLARD APPROX. 3.9 KM 1504335.1 | FX3799|---------------------------------------------------------------------| FX3799 FX3799 SUPERSEDED SURVEY CONTROL FX3799 FX3799 NAD 27 - 36 18 24.90000(N) 076 41 46.63000(W) AD( ) 3 FX3799 FX3799.Superseded values are not recommended for survey control. FX3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3799.See file dsdata.txt to determine how the superseded data were derived. FX3799 FX3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4773519342(NAD 83) FX3799_MARKER: N = NAIL FX3799_SETTING: 0 = UNSPECIFIED SETTING FX3799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3799 FX3799 HISTORY - Date Condition Report By FX3799 HISTORY - 1874 MONUMENTED CGS FX3799 HISTORY - 1909 GOOD CGS FX3799 FX3799 STATION DESCRIPTION FX3799 FX3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) FX3799'ESTABLISHED BY THE PARTY OF R.E. HALTER MAY 1, 1874. IT IS FX3799'LOCATED IN BENNETTS CREEK ABOUT 100 METERS FROM ITS MOUTH ON A LOW FX3799'MARSH THICKLY WOODED WITH GUM AND CYPRESS TREES. THE UNDERGROUND FX3799'MARK IS A BLACK BOTTLE SUNK 3-1/2 FEET BELOW THE SURFACE, OVER FX3799'WHICH IS PLACED A CYPRESS STUB 3 FEET LONG AND 5 INCHES DIAMETER, FX3799'WITH A NAIL IN THE HEAD TO MARK THE CENTER. FX3799' FX3799'MEASUREMENTS-- FX3799' FX3799'FROM STATION TO GUM TREE 26 FEET 8 INCHES. FX3799' FX3799'FROM STATION TO PINE TREE 9 FEET 3 INCHES. FX3799' FX3799'THESE TREES HAVE TRIANGLES BLAZED IN THE SIDE FACING STATION, AND FX3799'NAIL IN EACH ANGLE. FX3799 FX3799 STATION RECOVERY (1909) FX3799 FX3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3799'RECOVERED BOTH MARKED TREES. THE STUB AND BOTTLE ARE NOW ABOUT 8 FX3799'FEET OFFSHORE IN 1-1/2 FEET OF WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3907 *********************************************************************** FX3907 DESIGNATION - BENNETTS FX3907 PID - FX3907 FX3907 STATE/COUNTY- NC/GATES FX3907 USGS QUAD - GATESVILLE (1990) FX3907 FX3907 *CURRENT SURVEY CONTROL FX3907 ___________________________________________________________________ FX3907* NAD 83(1986)- 36 23 55.90974(N) 076 45 00.36381(W) ADJUSTED FX3907* NAVD 88 - 1.0 (meters) 3. (feet) VERTCON FX3907 ___________________________________________________________________ FX3907 LAPLACE CORR- -4.16 (seconds) DEFLEC99 FX3907 GEOID HEIGHT- -36.05 (meters) GEOID03 FX3907 FX3907 HORZ ORDER - SECOND FX3907 FX3907.The North Carolina HARNS have been completed but, FX3907.due to contractual restrictions, coordinates for these stations FX3907.will NOT be published in the near future. In the interim, the FX3907.published coordinates in North Carolina will not be FX3907.consistent with the Continuously Operating Reference Stations FX3907.(CORS). The HARN coordinates for these stations are available FX3907.upon request. Contact Gary Thompson(919-733-3836). FX3907. FX3907.In addition, the published North Carolina positions FX3907.(NAD 83 (1986)) are NOT consistent with those determined in FX3907.adjacent state readjustments. The discontinuity between stations FX3907.located in North Carolina and those in adjacent states FX3907.which have been adjusted to the HARN may be as much as 5 FX3907.decimeters. This will result in a significant loss of accuracy FX3907.over lines crossing such state borders. FX3907 FX3907 FX3907.The horizontal coordinates were established by classical geodetic methods FX3907.and adjusted by the National Geodetic Survey in July 1986. FX3907 FX3907.The NAVD 88 height was computed by applying the VERTCON shift value to FX3907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3907 FX3907.The Laplace correction was computed from DEFLEC99 derived deflections. FX3907 FX3907.The geoid height was determined by GEOID03. FX3907 FX3907; North East Units Scale Factor Converg. FX3907;SPC NC - 296,147.502 811,431.438 MT 1.00007309 +1 17 54.9 FX3907;SPC NC - 971,610.60 2,662,171.31 sFT 1.00007309 +1 17 54.9 FX3907;UTM 18 - 4,029,612.336 343,058.372 MT 0.99990347 -1 02 19.4 FX3907 FX3907! - Elev Factor x Scale Factor = Combined Factor FX3907!SPC NC - 1.00000549 x 1.00007309 = 1.00007858 FX3907!UTM 18 - 1.00000549 x 0.99990347 = 0.99990896 FX3907 FX3907: Primary Azimuth Mark Grid Az FX3907:SPC NC - MITCHELL 125 01 25.5 FX3907:UTM 18 - MITCHELL 127 21 39.8 FX3907 FX3907|---------------------------------------------------------------------| FX3907| PID Reference Object Distance Geod. Az | FX3907| dddmmss.s | FX3907| FX3829 MITCHELL APPROX. 0.8 KM 1261920.4 | FX3907| FX3906 PURINA 230.295 METERS 33254 | FX3907|---------------------------------------------------------------------| FX3907 FX3907 SUPERSEDED SURVEY CONTROL FX3907 FX3907 NAD 27 - 36 23 55.35164(N) 076 45 01.52512(W) AD( ) 2 FX3907 NGVD 29 (07/19/86) 1.4 (m) 5. (f) VERT ANG FX3907 FX3907.Superseded values are not recommended for survey control. FX3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3907.See file dsdata.txt to determine how the superseded data were derived. FX3907 FX3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4305829612(NAD 83) FX3907_MARKER: DE = TRAVERSE STATION DISK FX3907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3907_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3907_STAMPING: BENNETTS 1973 FX3907_MARK LOGO: NCGS FX3907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3907+STABILITY: SURFACE MOTION FX3907 FX3907 HISTORY - Date Condition Report By FX3907 HISTORY - 1973 MONUMENTED NCGS FX3907 FX3907 STATION DESCRIPTION FX3907 FX3907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3907'BENNETTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3907'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3907' FX3907'BENNETTS IS LOCATED APPROXIMATELY 0.4 MILES SSE OF GATESVILLE. TO FX3907'REACH STATION FROM THE INTERSECTION OF NC 37 AND NC 137 IN FX3907'GATESVILLE, PROCEED SE ALONG NC 37 FOR 0.35 MILES TO STATION ON RIGHT FX3907'SHOULDER, APPROXIMATELY 70 FEET SE OF BENNETTS CREEK BRIDGE. FX3907' FX3907'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3907'BENNETTS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FX3907'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. FX3907' FX3907'MARK IS FX3907'13.5 FEET WSW OF C/L OF NC 37. FX3907'80.4 FEET SE OF THE SOUTH END OF BRIDGE CURBING ADJACENT TO EAST FX3907'BOUND LANE OF NC 37. FX3907'85.4 FEET S OF THE NE END OF BRIDGE CURBING ADJACENT TO WEST FX3907'BOUND LANE OF NC 37. FX3907'17.4 FEET SE OF 4 INCH BY 4 INCH SIGN POST W/ALUMINUM REF. FX3907'TAG. 15.1 FEET NE OF TELEPHONE POLE NO. 2 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4053 *********************************************************************** FX4053 DESIGNATION - BOONE FX4053 PID - FX4053 FX4053 STATE/COUNTY- NC/GATES FX4053 USGS QUAD - WHALEYVILLE (1981) FX4053 FX4053 *CURRENT SURVEY CONTROL FX4053 ___________________________________________________________________ FX4053* NAD 83(1986)- 36 30 31.65957(N) 076 43 14.21130(W) ADJUSTED FX4053* NAVD 88 - 22.0 (meters) 72. (feet) VERTCON FX4053 ___________________________________________________________________ FX4053 LAPLACE CORR- -3.91 (seconds) DEFLEC99 FX4053 GEOID HEIGHT- -36.05 (meters) GEOID03 FX4053 FX4053 HORZ ORDER - SECOND FX4053 FX4053.The North Carolina HARNS have been completed but, FX4053.due to contractual restrictions, coordinates for these stations FX4053.will NOT be published in the near future. In the interim, the FX4053.published coordinates in North Carolina will not be FX4053.consistent with the Continuously Operating Reference Stations FX4053.(CORS). The HARN coordinates for these stations are available FX4053.upon request. Contact Gary Thompson(919-733-3836). FX4053. FX4053.In addition, the published North Carolina positions FX4053.(NAD 83 (1986)) are NOT consistent with those determined in FX4053.adjacent state readjustments. The discontinuity between stations FX4053.located in North Carolina and those in adjacent states FX4053.which have been adjusted to the HARN may be as much as 5 FX4053.decimeters. This will result in a significant loss of accuracy FX4053.over lines crossing such state borders. FX4053 FX4053 FX4053.The horizontal coordinates were established by classical geodetic methods FX4053.and adjusted by the National Geodetic Survey in July 1986. FX4053 FX4053.The NAVD 88 height was computed by applying the VERTCON shift value to FX4053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4053 FX4053.The Laplace correction was computed from DEFLEC99 derived deflections. FX4053 FX4053.The geoid height was determined by GEOID03. FX4053 FX4053; North East Units Scale Factor Converg. FX4053;SPC NC - 308,404.470 813,796.029 MT 1.00011348 +1 18 56.1 FX4053;SPC NC - 1,011,823.67 2,669,929.14 sFT 1.00011348 +1 18 56.1 FX4053;UTM 18 - 4,041,760.251 345,920.536 MT 0.99989250 -1 01 25.9 FX4053 FX4053! - Elev Factor x Scale Factor = Combined Factor FX4053!SPC NC - 1.00000221 x 1.00011348 = 1.00011569 FX4053!UTM 18 - 1.00000221 x 0.99989250 = 0.99989471 FX4053 FX4053: Primary Azimuth Mark Grid Az FX4053:SPC NC - PATH 061 59 05.5 FX4053:UTM 18 - PATH 064 19 27.5 FX4053 FX4053|---------------------------------------------------------------------| FX4053| PID Reference Object Distance Geod. Az | FX4053| dddmmss.s | FX4053| FX4054 PATH APPROX. 0.9 KM 0631801.6 | FX4053|---------------------------------------------------------------------| FX4053 FX4053 SUPERSEDED SURVEY CONTROL FX4053 FX4053 NAD 27 - 36 30 31.10776(N) 076 43 15.37142(W) AD( ) 2 FX4053 NGVD 29 (07/19/86) 22.4 (m) 73. (f) VERT ANG FX4053 FX4053.Superseded values are not recommended for survey control. FX4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4053.See file dsdata.txt to determine how the superseded data were derived. FX4053 FX4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4592141760(NAD 83) FX4053_MARKER: DE = TRAVERSE STATION DISK FX4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4053_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX4053_STAMPING: BOONE 1973 FX4053_MARK LOGO: NCGS FX4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4053+STABILITY: SURFACE MOTION FX4053 FX4053 HISTORY - Date Condition Report By FX4053 HISTORY - 1973 MONUMENTED NCGS FX4053 HISTORY - 1980 GOOD NCGS FX4053 FX4053 STATION DESCRIPTION FX4053 FX4053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX4053'BOONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX4053'VICINITY OF GATES, NORTH CAROLINA. FX4053' FX4053'BOONE IS LOCATED APPROXIMATELY 2.7 MILES EAST OF GATES, AND 7.4 MILES FX4053'NORTH OF GATESVILLE. TO REACH STATION FROM THE OFFSET INTERSECTION FX4053'OF SR 1300 WITH SR 1304 (AT WILLEYTON SIGN), 2.0 MILES EAST OF FX4053'GATES, PROCEED ENE ALONG SR 1304 FOR 0.75 MILES TO STATION ON FX4053'RIGHT ON EAST SIDE OF DRIVEWAY TO TWO-STORY HOME, AND INSIDE OF FX4053'FENCE. 1.5 MILES WSW OF INTERSECTION WITH SR 1311 NORTH (AT FX4053'HAZELTON SIGN). FX4053' FX4053'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOONE FX4053'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX4053'FLUSH WITH THE SURFACE OF THE GROUND. FX4053' FX4053'MARK IS FX4053'52.6 FEET SSE OF C/L OF SR 1304. FX4053'13.0 FEET ENE OF C/L OF DRIVEWAY. FX4053'20.6 FEET ESE OF C/L OF METAL PIPE BRIDGE. FX4053'63.8 FEET SW OF CORNER FENCE POST BETWEEN WOOD AND WIRE FENCE FX4053'W/ALUMINUM REF. TAG. FX4053'20.7 FEET SSE OF TELEPHONE PEDESTAL. FX4053 FX4053 STATION RECOVERY (1980) FX4053 FX4053'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX4053'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4050 *********************************************************************** FX4050 DESIGNATION - BOUNDARY MON 14 NC VA FX4050 PID - FX4050 FX4050 STATE/COUNTY- NC/GATES FX4050 USGS QUAD - CORAPEAKE (1977) FX4050 FX4050 *CURRENT SURVEY CONTROL FX4050 ___________________________________________________________________ FX4050* NAD 83(1986)- 36 33 02.51963(N) 076 34 31.68953(W) ADJUSTED FX4050* NAVD 88 - 14. (meters) 46. (feet) SCALED FX4050 ___________________________________________________________________ FX4050 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FX4050 GEOID HEIGHT- -36.35 (meters) GEOID03 FX4050 FX4050 HORZ ORDER - SECOND FX4050 FX4050.The North Carolina HARNS have been completed but, FX4050.due to contractual restrictions, coordinates for these stations FX4050.will NOT be published in the near future. In the interim, the FX4050.published coordinates in North Carolina will not be FX4050.consistent with the Continuously Operating Reference Stations FX4050.(CORS). The HARN coordinates for these stations are available FX4050.upon request. Contact Gary Thompson(919-733-3836). FX4050. FX4050.In addition, the published North Carolina positions FX4050.(NAD 83 (1986)) are NOT consistent with those determined in FX4050.adjacent state readjustments. The discontinuity between stations FX4050.located in North Carolina and those in adjacent states FX4050.which have been adjusted to the HARN may be as much as 5 FX4050.decimeters. This will result in a significant loss of accuracy FX4050.over lines crossing such state borders. FX4050 FX4050 FX4050.The horizontal coordinates were established by classical geodetic methods FX4050.and adjusted by the National Geodetic Survey in July 1986. FX4050 FX4050.The orthometric height was scaled from a topographic map. FX4050 FX4050.The Laplace correction was computed from DEFLEC99 derived deflections. FX4050 FX4050.The geoid height was determined by GEOID03. FX4050 FX4050; North East Units Scale Factor Converg. FX4050;SPC NC - 313,361.923 826,682.501 MT 1.00012986 +1 23 57.7 FX4050;SPC NC - 1,028,088.24 2,712,207.51 sFT 1.00012986 +1 23 57.7 FX4050;SPC VA S - 1,025,878.760 3,672,304.374 MT 1.00004621 +1 10 05.0 FX4050;UTM 18 - 4,046,186.615 358,995.254 MT 0.99984496 -0 56 18.2 FX4050 FX4050! - Elev Factor x Scale Factor = Combined Factor FX4050!SPC NC - 1.00000357 x 1.00012986 = 1.00013343 FX4050!SPC VA S - 1.00000357 x 1.00004621 = 1.00004978 FX4050!UTM 18 - 1.00000357 x 0.99984496 = 0.99984853 FX4050 FX4050 SUPERSEDED SURVEY CONTROL FX4050 FX4050 NAD 27 - 36 33 01.97300(N) 076 34 32.86500(W) AD( ) 2 FX4050 FX4050.Superseded values are not recommended for survey control. FX4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4050.See file dsdata.txt to determine how the superseded data were derived. FX4050 FX4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5899546187(NAD 83) FX4050_MARKER: V = STONE MONUMENT FX4050_SETTING: 0 = UNSPECIFIED SETTING FX4050_STAMPING: N VA, S NC, W 1887, E NO 14 FX4050_MARK LOGO: CGS FX4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX4050 FX4050 HISTORY - Date Condition Report By FX4050 HISTORY - 1933 MONUMENTED CGS FX4050 HISTORY - 19961121 GOOD USPSQD FX4050 FX4050 STATION DESCRIPTION FX4050 FX4050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX4050'ABOUT 14 MILES SOUTH OF SUFFOLK AT VIRGINIA-NORTH CAROLINA STATE FX4050'LINE, AND 10 FEET EAST OF EAST EDGE OF PAVEMENT OF VIRGINIA ROUTE 52. FX4050'MARKED BY 1-FOOT SQUARE GRANITE POST PROJECTING ABOUT 3 FEET ABOVE FX4050'GROUND. TOP IS TRUNCATED WEDGE SHAPE WITH LONGEST DIMENSION FX4050'PARALLEL TO STATE LINE. NORTH SIDE IS MARKED VA. WEST SIDE 1887. FX4050'SOUTH SIDE N.C. AND EAST SIDE NO. 14. PRIMARY TRAVERSE STATION NO. FX4050'3P (U.S.G.S.) IS CEMENTED IN EAST SIDE OF POST NEAR TOP. FX4050'STATION SAUNDERS IS 18.669 METERS FX4050'(61.25 FEET) FROM STATION S 57 DEG 39 MIN E. FX4050' FX4050'TO REACH STATION SAUNDERS FROM CORNER OF WEST WASHINGTON AND SOUTH FX4050'SARATOGAH STREETS IN SUFFOLK, GO SOUTH 0.3 MILE ON SOUTH SARATOGA FX4050'STREET, TURN LEFT AT Y-FORK ONTO VIRGINIA ROUTE 52 JUST AFTER FX4050'CROSSING RAILROAD CONTINUE 3.4 MILES TO JUNCTION WITH ROUTE 53, KEEP FX4050'LEFT ON ROUTE 32 AND CONTINUE 9.4 MILES TO STATE LINE WHICH IS WELL FX4050'MARKED WITH SIGNS AND BOUNDARY MONUMENT. STATION IS 74 FEET EAST OF FX4050'CENTER LINE OF HIGHWAY, 37 FEET SOUTH OF STATE LINE, AND 61.25 FEET FX4050'SOUTHEAST OF TOP CENTER OF GRANITE BOUNDARY MONUMENT NO. 14. FX4050 FX4050 STATION RECOVERY (1996) FX4050 FX4050'RECOVERY NOTE BY US POWER SQUADRON 1996 FX4050'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4061 *********************************************************************** FX4061 DESIGNATION - BOUNDARY MON 20 NC VA FX4061 PID - FX4061 FX4061 STATE/COUNTY- NC/GATES FX4061 USGS QUAD - GATES (1967) FX4061 FX4061 *CURRENT SURVEY CONTROL FX4061 ___________________________________________________________________ FX4061* NAD 83(1986)- 36 33 02.62827(N) 076 45 18.61401(W) ADJUSTED FX4061* NAVD 88 - 17. (meters) 56. (feet) SCALED FX4061 ___________________________________________________________________ FX4061 LAPLACE CORR- -3.89 (seconds) DEFLEC99 FX4061 GEOID HEIGHT- -35.95 (meters) GEOID03 FX4061 FX4061 HORZ ORDER - SECOND FX4061 FX4061.The North Carolina HARNS have been completed but, FX4061.due to contractual restrictions, coordinates for these stations FX4061.will NOT be published in the near future. In the interim, the FX4061.published coordinates in North Carolina will not be FX4061.consistent with the Continuously Operating Reference Stations FX4061.(CORS). The HARN coordinates for these stations are available FX4061.upon request. Contact Gary Thompson(919-733-3836). FX4061. FX4061.In addition, the published North Carolina positions FX4061.(NAD 83 (1986)) are NOT consistent with those determined in FX4061.adjacent state readjustments. The discontinuity between stations FX4061.located in North Carolina and those in adjacent states FX4061.which have been adjusted to the HARN may be as much as 5 FX4061.decimeters. This will result in a significant loss of accuracy FX4061.over lines crossing such state borders. FX4061 FX4061 FX4061.The horizontal coordinates were established by classical geodetic methods FX4061.and adjusted by the National Geodetic Survey in July 1986. FX4061 FX4061.The orthometric height was scaled from a topographic map. FX4061 FX4061.The Laplace correction was computed from DEFLEC99 derived deflections. FX4061 FX4061.The geoid height was determined by GEOID03. FX4061 FX4061; North East Units Scale Factor Converg. FX4061;SPC NC - 312,986.866 810,595.658 MT 1.00012987 +1 17 44.3 FX4061;SPC NC - 1,026,857.74 2,659,429.25 sFT 1.00012987 +1 17 44.3 FX4061;SPC VA S - 1,025,569.430 3,656,217.480 MT 1.00004621 +1 03 32.3 FX4061;UTM 18 - 4,046,468.458 342,910.626 MT 0.99990403 -1 02 43.7 FX4061 FX4061! - Elev Factor x Scale Factor = Combined Factor FX4061!SPC NC - 1.00000304 x 1.00012987 = 1.00013291 FX4061!SPC VA S - 1.00000304 x 1.00004621 = 1.00004925 FX4061!UTM 18 - 1.00000304 x 0.99990403 = 0.99990707 FX4061 FX4061 SUPERSEDED SURVEY CONTROL FX4061 FX4061 NAD 27 - 36 33 02.08100(N) 076 45 19.77000(W) AD( ) 2 FX4061 FX4061.Superseded values are not recommended for survey control. FX4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4061.See file dsdata.txt to determine how the superseded data were derived. FX4061 FX4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4291146468(NAD 83) FX4061_MARKER: V = STONE MONUMENT FX4061_SETTING: 30 = SET IN A LIGHT STRUCTURE FX4061_SP_SET: GRANITE POST FX4061_STAMPING: N VA, S NC, W 1887, E NO 20 FX4061_MARK LOGO: CGS FX4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4061+STABILITY: SURFACE MOTION FX4061 FX4061 HISTORY - Date Condition Report By FX4061 HISTORY - 1887 MONUMENTED FX4061 HISTORY - 1933 GOOD CGS FX4061 HISTORY - 19970104 GOOD USPSQD FX4061 FX4061 STATION DESCRIPTION FX4061 FX4061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FX4061'TO REACH STATION FREEMAN FROM ROAD JUNCTION ABOUT ONE-FOURTH MILE FX4061'NORTH GATESVILLE, GO NORTHWEST TOWARDS WINTON 1.25 MILES ON ROUTE FX4061'30, TAKE RIGHT DIRT FORK (ROUTE 321), FOLLOW 5-1/2 MILES TO FANNYS FX4061'STORE AT GATES, AND CONTINUE NORTH 3.5 MILES ON ROUTE 312 FX4061'(WHALEYVILLE ROAD) OR 0.2 MILE BEYOND T-ROAD ON RIGHT WITH ARROW FX4061'DRUMHILL 2 MILES TOSTATION SITE AT STATE LINE. TO REACH FROM FX4061'WHALEYVILLE, GO SOUTHWEST 4.2 MILES ON VIRGINIA ROUTE 506, FOLLOW FX4061'LEFT AT ARROWPOINTING DIRECTION TO GATESVILLE, AND CONTINUE 1.4 MILES FX4061'OR 0.7 MILE BEYOND T-ROAD ON LEFT TO STATION SITE AT STATE LINE. FX4061'STATION IS IN CULTIVATED FIELD DIRECTLY ACROSS ROAD FROM FX4061'MRS. E.V. FREEMANS HOUSE, 8 PACES NORTH OF SOUTH SIDE EXTENDED OF FX4061'HOUSE, 12 PACES NORTH-NORTHWEST OF WEST LEG OF NORTH CAROLINA FX4061'STATE-LINE SPEED-LAW SIGN, 16 PACES NORTH OF NORTH GATEPOST, 10 FEET FX4061'WEST OF WIRE FENCE, 57 FEET WEST OF SIGN VIRGINIA STATE LINE, 37 FEET FX4061'WEST OF CENTER LINE OF DIRT ROAD, 61.5 FEET SOUTHWEST OF MAIL BOX, FX4061'56.5 FEET SOUTH OF 6-INCH PERSIMMON TREE, 86.5 FEET WEST-SOUTHWEST OF FX4061'MOST NORTHERLY SYCAMORE TREE, 91 FEET WEST-NORTHWEST OF SOUTHERLY FX4061'SYCAMORE TREE, 82 FEET WEST OF LARGE ELM TREE, AND 62.19 FEET WEST OF FX4061'STATE-LINE BOUNDARY MONUMENT NO. 20. THIS STONE IS MARKED-- NORTH FX4061'SIDE, VA. SOUTH SIDE, N.C. WEST SIDE, 1887. AND EAST SIDE, NO.20. FX4061' FX4061'STATE BOUNDARY MONUMENT NO. 20 IS 62.19 FEET FX4061'FROM FREEMAN S 86 DEG 41 MIN E. FX4061 FX4061 STATION RECOVERY (1997) FX4061 FX4061'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4061'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2693 *********************************************************************** FX2693 DESIGNATION - BRIGGS FX2693 PID - FX2693 FX2693 STATE/COUNTY- NC/GATES FX2693 USGS QUAD - SUNBURY (1981) FX2693 FX2693 *CURRENT SURVEY CONTROL FX2693 ___________________________________________________________________ FX2693* NAD 83(1986)- 36 26 30.39310(N) 076 32 22.60422(W) ADJUSTED FX2693* NAVD 88 - 13.890 (meters) 45.57 (feet) ADJUSTED FX2693 ___________________________________________________________________ FX2693 LAPLACE CORR- -3.51 (seconds) DEFLEC99 FX2693 GEOID HEIGHT- -36.47 (meters) GEOID03 FX2693 DYNAMIC HT - 13.879 (meters) 45.53 (feet) COMP FX2693 MODELED GRAV- 979,851.0 (mgal) NAVD 88 FX2693 FX2693 HORZ ORDER - SECOND FX2693 VERT ORDER - SECOND CLASS II FX2693 FX2693.The North Carolina HARNS have been completed but, FX2693.due to contractual restrictions, coordinates for these stations FX2693.will NOT be published in the near future. In the interim, the FX2693.published coordinates in North Carolina will not be FX2693.consistent with the Continuously Operating Reference Stations FX2693.(CORS). The HARN coordinates for these stations are available FX2693.upon request. Contact Gary Thompson(919-733-3836). FX2693. FX2693.In addition, the published North Carolina positions FX2693.(NAD 83 (1986)) are NOT consistent with those determined in FX2693.adjacent state readjustments. The discontinuity between stations FX2693.located in North Carolina and those in adjacent states FX2693.which have been adjusted to the HARN may be as much as 5 FX2693.decimeters. This will result in a significant loss of accuracy FX2693.over lines crossing such state borders. FX2693 FX2693 FX2693.The horizontal coordinates were established by classical geodetic methods FX2693.and adjusted by the National Geodetic Survey in January 1991. FX2693 FX2693.The orthometric height was determined by differential leveling FX2693.and adjusted by the National Geodetic Survey in June 1991. FX2693 FX2693.The Laplace correction was computed from DEFLEC99 derived deflections. FX2693 FX2693.The geoid height was determined by GEOID03. FX2693 FX2693.The dynamic height is computed by dividing the NAVD 88 FX2693.geopotential number by the normal gravity value computed on the FX2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2693.degrees latitude (g = 980.6199 gals.). FX2693 FX2693.The modeled gravity was interpolated from observed gravity values. FX2693 FX2693; North East Units Scale Factor Converg. FX2693;SPC NC - 301,356.204 830,191.899 MT 1.00008841 +1 25 12.2 FX2693;SPC NC - 988,699.48 2,723,721.26 sFT 1.00008841 +1 25 12.2 FX2693;UTM 18 - 4,034,051.084 362,011.524 MT 0.99983460 -0 54 52.9 FX2693 FX2693! - Elev Factor x Scale Factor = Combined Factor FX2693!SPC NC - 1.00000354 x 1.00008841 = 1.00009195 FX2693!UTM 18 - 1.00000354 x 0.99983460 = 0.99983814 FX2693 FX2693 SUPERSEDED SURVEY CONTROL FX2693 FX2693 NGVD 29 (01/18/91) 14.21 (m) 46.6 (f) LEVELING 3 FX2693 FX2693.Superseded values are not recommended for survey control. FX2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2693.See file dsdata.txt to determine how the superseded data were derived. FX2693 FX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6201234051(NAD 83) FX2693_MARKER: DE = TRAVERSE STATION DISK FX2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2693_SP_SET: CONCRETE POST FX2693_STAMPING: BRIGGS 1980 FX2693_MARK LOGO: NCGS FX2693_PROJECTION: RECESSED 8 CENTIMETERS FX2693_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2693+STABILITY: SURFACE MOTION FX2693 FX2693 HISTORY - Date Condition Report By FX2693 HISTORY - 1980 MONUMENTED NCGS FX2693 HISTORY - 1980 GOOD NCGS FX2693 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2693 FX2693 STATION DESCRIPTION FX2693 FX2693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2693'STATION IS LOCATED APPROXIMATELY 0.4 MILE EAST OF ACRON HILL, 4.0 FX2693'MILES EAST OF SUNBURY AND 11.2 MILES WEST OF MORGANS CORNER. FX2693' FX2693'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2693'PROCEED EAST ALONG US 158 FOR 4.1 MILES TO STATION IN RIGHT SHOULDER, FX2693'ON PROLONGATION OF CENTERLINE OF CONCRETE DRIVE TO THE BRICK BRIGGS FX2693'RESIDENCE, AND 0.4 MILE EAST OF SR 1002. FX2693' FX2693'STATION MARK IS A STANDARD DISK STAMPED---BRIGGS 1980---SET IN TOP OF FX2693'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. MARK IS FX2693'15.1 FEET SOUTH OF CENTERLINE OF HIGHWAY, 71.1 FEET SOUTH OF POWER FX2693'POLE WITH REFERENCE TAG, 72.9 FEET SOUTH OF TELEPHONE POLE PEDESTAL FX2693'AND 61.1 FEET SOUTHWEST OF MAILBOX POST. FX2693 FX2693 STATION RECOVERY (1980) FX2693 FX2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2693'4.0 MI EAST FROM SUNBURY. FX2693'4.1 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2693'SUNBURY, IN HIGHWAY SHOULDER ON PROLONGATION OF THE CENTERLINE OF A FX2693'CONCRETE DRIVE TO THE BRICK BRIGGS RESIDENCE, AND 0.4 MILE EAST OF FX2693'SR 1002 CROSSROAD - ACORN HILL. 15.1 FEET SOUTH OF CENTERLINE OF FX2693'HIGHWAY, 71.1 FEET SOUTH OF POWER POLE WITH REFERENCE TAG, 72.9 FX2693'FEET SOUTH OF TELEPHONE PEDESTAL AND 61.1 FEET SOUTHWEST OF MAILBOX FX2693'POST. FX2693'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2693 FX2693 STATION RECOVERY (1997) FX2693 FX2693'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2693'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2709 *********************************************************************** FX2709 DESIGNATION - BRINKLEY FX2709 PID - FX2709 FX2709 STATE/COUNTY- NC/GATES FX2709 USGS QUAD - SUNBURY (1981) FX2709 FX2709 *CURRENT SURVEY CONTROL FX2709 ___________________________________________________________________ FX2709* NAD 83(1986)- 36 26 28.88472(N) 076 37 08.31488(W) ADJUSTED FX2709* NAVD 88 - 9.776 (meters) 32.07 (feet) ADJUSTED FX2709 ___________________________________________________________________ FX2709 LAPLACE CORR- -3.69 (seconds) DEFLEC99 FX2709 GEOID HEIGHT- -36.31 (meters) GEOID03 FX2709 DYNAMIC HT - 9.768 (meters) 32.05 (feet) COMP FX2709 MODELED GRAV- 979,847.5 (mgal) NAVD 88 FX2709 FX2709 HORZ ORDER - SECOND FX2709 VERT ORDER - SECOND CLASS II FX2709 FX2709.The North Carolina HARNS have been completed but, FX2709.due to contractual restrictions, coordinates for these stations FX2709.will NOT be published in the near future. In the interim, the FX2709.published coordinates in North Carolina will not be FX2709.consistent with the Continuously Operating Reference Stations FX2709.(CORS). The HARN coordinates for these stations are available FX2709.upon request. Contact Gary Thompson(919-733-3836). FX2709. FX2709.In addition, the published North Carolina positions FX2709.(NAD 83 (1986)) are NOT consistent with those determined in FX2709.adjacent state readjustments. The discontinuity between stations FX2709.located in North Carolina and those in adjacent states FX2709.which have been adjusted to the HARN may be as much as 5 FX2709.decimeters. This will result in a significant loss of accuracy FX2709.over lines crossing such state borders. FX2709 FX2709 FX2709.The horizontal coordinates were established by classical geodetic methods FX2709.and adjusted by the National Geodetic Survey in January 1991. FX2709 FX2709.The orthometric height was determined by differential leveling FX2709.and adjusted by the National Geodetic Survey in June 1991. FX2709 FX2709.The Laplace correction was computed from DEFLEC99 derived deflections. FX2709 FX2709.The geoid height was determined by GEOID03. FX2709 FX2709.The dynamic height is computed by dividing the NAVD 88 FX2709.geopotential number by the normal gravity value computed on the FX2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2709.degrees latitude (g = 980.6199 gals.). FX2709 FX2709.The modeled gravity was interpolated from observed gravity values. FX2709 FX2709; North East Units Scale Factor Converg. FX2709;SPC NC - 301,136.206 823,078.867 MT 1.00008826 +1 22 27.3 FX2709;SPC NC - 987,977.70 2,700,384.58 sFT 1.00008826 +1 22 27.3 FX2709;UTM 18 - 4,034,121.104 354,897.153 MT 0.99985941 -0 57 42.6 FX2709 FX2709! - Elev Factor x Scale Factor = Combined Factor FX2709!SPC NC - 1.00000416 x 1.00008826 = 1.00009242 FX2709!UTM 18 - 1.00000416 x 0.99985941 = 0.99986357 FX2709 FX2709 SUPERSEDED SURVEY CONTROL FX2709 FX2709 NGVD 29 (01/18/91) 10.11 (m) 33.2 (f) LEVELING 3 FX2709 FX2709.Superseded values are not recommended for survey control. FX2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2709.See file dsdata.txt to determine how the superseded data were derived. FX2709 FX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5489734121(NAD 83) FX2709_MARKER: DE = TRAVERSE STATION DISK FX2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2709_SP_SET: CONCRETE POST FX2709_STAMPING: BRINKLEY 1980 FX2709_MARK LOGO: NCGS FX2709_PROJECTION: FLUSH FX2709_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2709+STABILITY: SURFACE MOTION FX2709 FX2709 HISTORY - Date Condition Report By FX2709 HISTORY - 1980 MONUMENTED NCGS FX2709 HISTORY - 1981 GOOD NCGS FX2709 HISTORY - 19970413 GOOD USPSQD FX2709 FX2709 STATION DESCRIPTION FX2709 FX2709'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2709'STATION IS LOCATED APPROXIMATELY 0.5 MILE WEST OF SUNBURY, AND 7.8 FX2709'MILES NORTHEAST OF GATESVILLE. FX2709' FX2709'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2709'PROCEED WEST ALONG US 158 FOR 0.45 MILE TO STATION ON LEFT, IN FX2709'NORTHEAST CORNER OF YARD OF THE TWO STORY FRAMED BRINKLEY RESIDENCE. FX2709' FX2709'STATION MARK IS A STANDARD DISK STAMPED---BRINKLEY 1980---SET IN TOP FX2709'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS FX2709'40.6 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET NORTHWEST OF FX2709'TELEPHONE POLE WITH REFERENCE TAG, 66.0 FEET SOUTHEAST OF POWER FX2709'POLE (DC35) WITH REFERENCE TAG, 126.8 FEET SOUTHEAST OF EAST END OF FX2709'DRIVE CULVERT AND 20.0 FEET NORTHEAST OF A 30 INCH BIRCH TREE. FX2709 FX2709 STATION RECOVERY (1981) FX2709 FX2709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2709'0.5 MI WEST FROM SUNBURY. FX2709'0.45 MILE WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2709'SUNBURY, IN NORTHEAST CORNER OF YARD OF A TWO STORY FRAME HOUSE, FX2709'BRINKLEY RESIDENCE. 40.6 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, FX2709'28.0 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 20.0 FEET FX2709'NORTHEAST OF 30 INCH BIRCH, 66.0 FEET SOUTHEAST OF POWER POLE DC 35 FX2709'WITH REFERENCE TAG AND 126.8 FEET SOUTHEAST OF EAST END OF CULVERT FX2709'UNDER DRIVE. FX2709'THE MARK IS 2 FT BELOW HIGHWAY. FX2709 FX2709 STATION RECOVERY (1997) FX2709 FX2709'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2709'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3905 *********************************************************************** FX3905 DESIGNATION - BROWN FX3905 PID - FX3905 FX3905 STATE/COUNTY- NC/GATES FX3905 USGS QUAD - GATESVILLE (1990) FX3905 FX3905 *CURRENT SURVEY CONTROL FX3905 ___________________________________________________________________ FX3905* NAD 83(1986)- 36 24 12.01240(N) 076 45 07.10187(W) ADJUSTED FX3905* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON FX3905 ___________________________________________________________________ FX3905 LAPLACE CORR- -4.13 (seconds) DEFLEC99 FX3905 GEOID HEIGHT- -36.04 (meters) GEOID03 FX3905 FX3905 HORZ ORDER - SECOND FX3905 FX3905.The North Carolina HARNS have been completed but, FX3905.due to contractual restrictions, coordinates for these stations FX3905.will NOT be published in the near future. In the interim, the FX3905.published coordinates in North Carolina will not be FX3905.consistent with the Continuously Operating Reference Stations FX3905.(CORS). The HARN coordinates for these stations are available FX3905.upon request. Contact Gary Thompson(919-733-3836). FX3905. FX3905.In addition, the published North Carolina positions FX3905.(NAD 83 (1986)) are NOT consistent with those determined in FX3905.adjacent state readjustments. The discontinuity between stations FX3905.located in North Carolina and those in adjacent states FX3905.which have been adjusted to the HARN may be as much as 5 FX3905.decimeters. This will result in a significant loss of accuracy FX3905.over lines crossing such state borders. FX3905 FX3905 FX3905.The horizontal coordinates were established by classical geodetic methods FX3905.and adjusted by the National Geodetic Survey in July 1986. FX3905 FX3905.The NAVD 88 height was computed by applying the VERTCON shift value to FX3905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3905 FX3905.The Laplace correction was computed from DEFLEC99 derived deflections. FX3905 FX3905.The geoid height was determined by GEOID03. FX3905 FX3905; North East Units Scale Factor Converg. FX3905;SPC NC - 296,639.956 811,252.325 MT 1.00007466 +1 17 51.0 FX3905;SPC NC - 973,226.26 2,661,583.67 sFT 1.00007466 +1 17 51.0 FX3905;UTM 18 - 4,030,111.601 342,899.519 MT 0.99990409 -1 02 23.8 FX3905 FX3905! - Elev Factor x Scale Factor = Combined Factor FX3905!SPC NC - 1.00000497 x 1.00007466 = 1.00007964 FX3905!UTM 18 - 1.00000497 x 0.99990409 = 0.99990906 FX3905 FX3905: Primary Azimuth Mark Grid Az FX3905:SPC NC - HAYES 271 42 34.3 FX3905:UTM 18 - HAYES 274 02 49.1 FX3905 FX3905|---------------------------------------------------------------------| FX3905| PID Reference Object Distance Geod. Az | FX3905| dddmmss.s | FX3905| FX3906 PURINA 298.065 METERS 16748 | FX3905| FX3904 HAYES 430.249 METERS 2730025.3 | FX3905|---------------------------------------------------------------------| FX3905 FX3905 SUPERSEDED SURVEY CONTROL FX3905 FX3905 NAD 27 - 36 24 11.45422(N) 076 45 08.26308(W) AD( ) 2 FX3905 NGVD 29 (07/19/86) 4.7 (m) 15. (f) VERT ANG FX3905 FX3905.Superseded values are not recommended for survey control. FX3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3905.See file dsdata.txt to determine how the superseded data were derived. FX3905 FX3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4290030112(NAD 83) FX3905_MARKER: DH = HORIZONTAL CONTROL DISK FX3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX3905_STAMPING: BROWN 1973 FX3905_MARK LOGO: NCGS FX3905_MAGNETIC: N = NO MAGNETIC MATERIAL FX3905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX3905+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX3905 FX3905 HISTORY - Date Condition Report By FX3905 HISTORY - 1973 MONUMENTED NCGS FX3905 HISTORY - 1980 GOOD NCGS FX3905 HISTORY - 1985 GOOD USPSQD FX3905 HISTORY - 19940627 GOOD NCGS FX3905 FX3905 STATION DESCRIPTION FX3905 FX3905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3905'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3905'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3905' FX3905'BROWN IS LOCATED IN GATESVILLE. STATION IS LOCATED IN GATESVILLE, ON FX3905'SE SIDE OF INTERSECTION OF NC 37 AND NC 137, APPROXIMATELY 40 FEET FX3905'SOUTH OF METAL HISTORIC SIGN, AND ON TOP STEP BY CURB OF STREET IN FX3905'FRONT OF 2 STORY HOME. FX3905' FX3905'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN FX3905'1973, SET IN DRILL HOLE IN CONCRETE STEP, FLUSH WITH THE GROUND. FX3905' FX3905'MARK IS FX3905'20.9 FEET E OF C/L OF NC 37. FX3905'0.4 FEET S OF NORTH END OF STEP. FX3905'35.0 FEET S OF THE WILLIAM P. ROBERTS HISTORICAL SIGN. FX3905'16.2 FEET S OF PP NO. S230-P 1743-XF 72 W/ALUMINUM REF. TAG. FX3905'2.6 FEET E OF C/L OF METAL CATCH BASIN. FX3905 FX3905 STATION RECOVERY (1980) FX3905 FX3905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX3905'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FX3905 FX3905 STATION RECOVERY (1985) FX3905 FX3905'RECOVERY NOTE BY US POWER SQUADRON 1985 (TC) FX3905'RECOVERED IN GOOD CONDITION. FX3905 FX3905 STATION RECOVERY (1994) FX3905 FX3905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX3905'RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3897 *********************************************************************** FX3897 DESIGNATION - BUCK FX3897 PID - FX3897 FX3897 STATE/COUNTY- NC/GATES FX3897 USGS QUAD - GATESVILLE (1990) FX3897 FX3897 *CURRENT SURVEY CONTROL FX3897 ___________________________________________________________________ FX3897* NAD 83(1986)- 36 22 49.41130(N) 076 51 30.81333(W) ADJUSTED FX3897* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3897 ___________________________________________________________________ FX3897 LAPLACE CORR- -4.84 (seconds) DEFLEC99 FX3897 GEOID HEIGHT- -35.77 (meters) GEOID03 FX3897 FX3897 HORZ ORDER - THIRD FX3897 FX3897.The North Carolina HARNS have been completed but, FX3897.due to contractual restrictions, coordinates for these stations FX3897.will NOT be published in the near future. In the interim, the FX3897.published coordinates in North Carolina will not be FX3897.consistent with the Continuously Operating Reference Stations FX3897.(CORS). The HARN coordinates for these stations are available FX3897.upon request. Contact Gary Thompson(919-733-3836). FX3897. FX3897.In addition, the published North Carolina positions FX3897.(NAD 83 (1986)) are NOT consistent with those determined in FX3897.adjacent state readjustments. The discontinuity between stations FX3897.located in North Carolina and those in adjacent states FX3897.which have been adjusted to the HARN may be as much as 5 FX3897.decimeters. This will result in a significant loss of accuracy FX3897.over lines crossing such state borders. FX3897 FX3897 FX3897.The horizontal coordinates were established by classical geodetic methods FX3897.and adjusted by the National Geodetic Survey in July 1986. FX3897 FX3897.The orthometric height was scaled from a topographic map. FX3897 FX3897.The Laplace correction was computed from DEFLEC99 derived deflections. FX3897 FX3897.The geoid height was determined by GEOID03. FX3897 FX3897; North East Units Scale Factor Converg. FX3897;SPC NC - 293,882.894 801,747.813 MT 1.00006667 +1 14 09.5 FX3897;SPC NC - 964,180.79 2,630,400.95 sFT 1.00006667 +1 14 09.5 FX3897;UTM 18 - 4,027,744.921 333,291.863 MT 0.99994242 -1 06 09.5 FX3897 FX3897! - Elev Factor x Scale Factor = Combined Factor FX3897!SPC NC - 1.00000567 x 1.00006667 = 1.00007234 FX3897!UTM 18 - 1.00000567 x 0.99994242 = 0.99994809 FX3897 FX3897: Primary Azimuth Mark Grid Az FX3897:SPC NC - HORN 289 49 02.9 FX3897:UTM 18 - HORN 292 09 21.9 FX3897 FX3897|---------------------------------------------------------------------| FX3897| PID Reference Object Distance Geod. Az | FX3897| dddmmss.s | FX3897| FX4601 BUCK WM 1 19.880 METERS 02926 | FX3897| FX4602 BUCK WM 2 19.880 METERS 05548 | FX3897| FX3899 HORN APPROX. 0.7 KM 2910312.4 | FX3897|---------------------------------------------------------------------| FX3897 FX3897 SUPERSEDED SURVEY CONTROL FX3897 FX3897 NAD 27 - 36 22 48.84000(N) 076 51 31.91000(W) AD( ) 3 FX3897 FX3897.Superseded values are not recommended for survey control. FX3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3897.See file dsdata.txt to determine how the superseded data were derived. FX3897 FX3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3329227745(NAD 83) FX3897_MARKER: I = METAL ROD FX3897_SETTING: 0 = UNSPECIFIED SETTING FX3897 FX3897 HISTORY - Date Condition Report By FX3897 HISTORY - 1932 MONUMENTED CGS FX3897 HISTORY - 1963 GOOD CGS FX3897 FX3897 STATION DESCRIPTION FX3897 FX3897'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3897'ON EAST SIDE OF CHOWAN RIVER, ABOUT 1.40 MILES SOUTH OF ATLANTIC FX3897'COAST LINE RAILROAD BRIDGE ACROSS RIVER AT TUNIS, 0.58 MILE NORTH FX3897'OF SPIKES CREEK, AND 30 METERS (98 FEET) OFFSHORE IN CLUMP OF FX3897'CYPRESS TREES AND ROOTS. STATION IS MARKED BY GALVANIZED IRON FX3897'PIPE 2 METERS (7 FEET) LONG. WITNESS MARK NO.1 IS RAILROAD SPIKE FX3897'IN TRIANGULAR BLAZE ON 18 INCH CYPRESS ABOUT 3 METERS (10 FEET) FX3897'OFFSHORE AND 19.88 METERS (65.2 FEET) FROM STATION IN BEARING N 29 FX3897'DEG 26 MIN E. WITNESS MARK NO.2 IS RAILROAD SPIKE IN TRIANGULAR FX3897'BLAZE ON 30 INCH CYPRESS ABOUT 2 METERS OFFSHORE AND 19.88 METERS FX3897'(65.2 FEET) FROM STATION IN BEARING N 29 DEG 26 MIN E. WITNESS FX3897'MARK NO.2 IS RAILROAD SPIKE IN TRIANGULAR BLAZE ON 30 INCH CYPRESS FX3897'ABOUT 2 METERS OFFSHORE AND 19.88 METERS (65.2 FEET) FROM STATION FX3897'IN BEARING N 65 DEG 48 MIN E. FX3897 FX3897 STATION RECOVERY (1963) FX3897 FX3897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3897'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. FX3897'IT IS LOCATED IN THE NORTHEAST PART OF A GROUP OF STUMPS AND FX3897'CYPRESS KNESS, ABOUT 8 FEET NORTHEAST OF A SMALL TREE GROWING ON A FX3897'STUMP, AND IS 3 INCHES UNDER WATER AT HIGH WATER. THIS IS 75 FEET FX3897'OFF SHORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2723 *********************************************************************** FX2723 DESIGNATION - BUSH FX2723 PID - FX2723 FX2723 STATE/COUNTY- NC/GATES FX2723 USGS QUAD - MERCHANTS MILLPOND (1981) FX2723 FX2723 *CURRENT SURVEY CONTROL FX2723 ___________________________________________________________________ FX2723* NAD 83(1986)- 36 26 00.87788(N) 076 44 46.76516(W) ADJUSTED FX2723* NAVD 88 - 10.165 (meters) 33.35 (feet) ADJUSTED FX2723 ___________________________________________________________________ FX2723 LAPLACE CORR- -3.94 (seconds) DEFLEC99 FX2723 GEOID HEIGHT- -36.04 (meters) GEOID03 FX2723 DYNAMIC HT - 10.157 (meters) 33.32 (feet) COMP FX2723 MODELED GRAV- 979,845.8 (mgal) NAVD 88 FX2723 FX2723 HORZ ORDER - SECOND FX2723 VERT ORDER - SECOND CLASS II FX2723 FX2723.The North Carolina HARNS have been completed but, FX2723.due to contractual restrictions, coordinates for these stations FX2723.will NOT be published in the near future. In the interim, the FX2723.published coordinates in North Carolina will not be FX2723.consistent with the Continuously Operating Reference Stations FX2723.(CORS). The HARN coordinates for these stations are available FX2723.upon request. Contact Gary Thompson(919-733-3836). FX2723. FX2723.In addition, the published North Carolina positions FX2723.(NAD 83 (1986)) are NOT consistent with those determined in FX2723.adjacent state readjustments. The discontinuity between stations FX2723.located in North Carolina and those in adjacent states FX2723.which have been adjusted to the HARN may be as much as 5 FX2723.decimeters. This will result in a significant loss of accuracy FX2723.over lines crossing such state borders. FX2723 FX2723 FX2723.The horizontal coordinates were established by classical geodetic methods FX2723.and adjusted by the National Geodetic Survey in January 1991. FX2723 FX2723.The orthometric height was determined by differential leveling FX2723.and adjusted by the National Geodetic Survey in June 1991. FX2723 FX2723.The Laplace correction was computed from DEFLEC99 derived deflections. FX2723 FX2723.The geoid height was determined by GEOID03. FX2723 FX2723.The dynamic height is computed by dividing the NAVD 88 FX2723.geopotential number by the normal gravity value computed on the FX2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2723.degrees latitude (g = 980.6199 gals.). FX2723 FX2723.The modeled gravity was interpolated from observed gravity values. FX2723 FX2723; North East Units Scale Factor Converg. FX2723;SPC NC - 300,006.530 811,682.787 MT 1.00008544 +1 18 02.7 FX2723;SPC NC - 984,271.42 2,662,995.94 sFT 1.00008544 +1 18 02.7 FX2723;UTM 18 - 4,033,457.222 343,466.847 MT 0.99990189 -1 02 14.4 FX2723 FX2723! - Elev Factor x Scale Factor = Combined Factor FX2723!SPC NC - 1.00000406 x 1.00008544 = 1.00008950 FX2723!UTM 18 - 1.00000406 x 0.99990189 = 0.99990595 FX2723 FX2723 SUPERSEDED SURVEY CONTROL FX2723 FX2723 NGVD 29 (01/18/91) 10.55 (m) 34.6 (f) LEVELING 3 FX2723 FX2723.Superseded values are not recommended for survey control. FX2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2723.See file dsdata.txt to determine how the superseded data were derived. FX2723 FX2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4346733457(NAD 83) FX2723_MARKER: DE = TRAVERSE STATION DISK FX2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2723_SP_SET: CONCRETE POST FX2723_STAMPING: BUSH 1980 FX2723_MARK LOGO: NCGS FX2723_PROJECTION: PROJECTING 8 CENTIMETERS FX2723_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2723+STABILITY: SURFACE MOTION FX2723 FX2723 HISTORY - Date Condition Report By FX2723 HISTORY - 1980 MONUMENTED NCGS FX2723 HISTORY - 1981 GOOD NCGS FX2723 HISTORY - 19970413 GOOD USPSQD FX2723 FX2723 STATION DESCRIPTION FX2723 FX2723'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2723'STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF GATESVILLE AND FX2723'4.1 MILES EAST-SOUTHEAST OF RODUCO. FX2723' FX2723'TO REACH STATION FROM INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2723'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 0.7 MILE TO FX2723'STATION ON RIGHT IN EDGE OF WOODS AND 0.95 MILE WEST OF US 158 FX2723'BUSINESS. FX2723' FX2723'STATION MARK IS A STANDARD DISK STAMPED---BUSH 1980---SET IN TOP OF A FX2723'10 INCH CONCRETE CYLINDER, 3 INCHES ABOVE GROUND SURFACE. MARK IS FX2723'53.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 2.4 FEET NORTH OF A WITNESS FX2723'POST, 7.8 FEET NORTHWEST OF A 6 INCH PINE WITH REFERENCE TAG, 7.2 FEET FX2723'NORTH-NORTHEAST OF A 4 INCH OAK WITH REFERENCE TAG, 6.0 FEET EAST FX2723'NORTHEAST OF A 4 INCH OAK WITH REFERENCE TAG AND 185.0 FEET WEST OF FX2723'WEST END OF A HEADWALL. FX2723 FX2723 STATION RECOVERY (1981) FX2723 FX2723'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2723'2.1 MI NORTH FROM GATESVILLE. FX2723'0.7 MILE EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2723'ELEANORS CROSSROADS, IN EDGE OF WOODS, AND 0.95 MILE WEST OF INTER- FX2723'SECTION WITH U.S. 158 BUSINESS. 53.7 FEET SOUTH OF CENTERLINE OF FX2723'HIGHWAY, 6.0 FEET EAST-NORTHEAST OF 4 INCH OAK WITH REFERENCE TAG, FX2723'7.2 FEET NORTH-NORTHEAST OF 4 INCH OAK WITH REFERENCE TAG, 7.8 FEET FX2723'NORTHWEST OF 6 INCH PINE WITH REFERENCE TAG AND 185.0 FEET WEST OF FX2723'WEST END OF CONCRETE HEADWALL. FX2723'THE MARK IS 2.4 FT N FROM A WITNESS POST. FX2723'THE MARK IS 2 FT BELOW HIGHWAY. FX2723 FX2723 STATION RECOVERY (1997) FX2723 FX2723'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2723'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5234 *********************************************************************** FX5234 DESIGNATION - CAMELLIA FX5234 PID - FX5234 FX5234 STATE/COUNTY- NC/GATES FX5234 USGS QUAD - GATESVILLE (1990) FX5234 FX5234 *CURRENT SURVEY CONTROL FX5234 ___________________________________________________________________ FX5234* NAD 83(1986)- 36 24 30.41492(N) 076 45 13.20588(W) ADJUSTED FX5234* NAVD 88 - 4.9 (meters) 16. (feet) VERTCON FX5234 ___________________________________________________________________ FX5234 LAPLACE CORR- -4.10 (seconds) DEFLEC99 FX5234 GEOID HEIGHT- -36.03 (meters) GEOID03 FX5234 FX5234 HORZ ORDER - SECOND FX5234 FX5234.The North Carolina HARNS have been completed but, FX5234.due to contractual restrictions, coordinates for these stations FX5234.will NOT be published in the near future. In the interim, the FX5234.published coordinates in North Carolina will not be FX5234.consistent with the Continuously Operating Reference Stations FX5234.(CORS). The HARN coordinates for these stations are available FX5234.upon request. Contact Gary Thompson(919-733-3836). FX5234. FX5234.In addition, the published North Carolina positions FX5234.(NAD 83 (1986)) are NOT consistent with those determined in FX5234.adjacent state readjustments. The discontinuity between stations FX5234.located in North Carolina and those in adjacent states FX5234.which have been adjusted to the HARN may be as much as 5 FX5234.decimeters. This will result in a significant loss of accuracy FX5234.over lines crossing such state borders. FX5234 FX5234 FX5234.The horizontal coordinates were established by classical geodetic methods FX5234.and adjusted by the National Geodetic Survey in January 1991. FX5234 FX5234.The NAVD 88 height was computed by applying the VERTCON shift value to FX5234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5234 FX5234.The Laplace correction was computed from DEFLEC99 derived deflections. FX5234 FX5234.The geoid height was determined by GEOID03. FX5234 FX5234; North East Units Scale Factor Converg. FX5234;SPC NC - 297,203.651 811,087.422 MT 1.00007646 +1 17 47.5 FX5234;SPC NC - 975,075.64 2,661,042.65 sFT 1.00007646 +1 17 47.5 FX5234;UTM 18 - 4,030,681.455 342,757.768 MT 0.99990464 -1 02 27.9 FX5234 FX5234! - Elev Factor x Scale Factor = Combined Factor FX5234!SPC NC - 1.00000488 x 1.00007646 = 1.00008134 FX5234!UTM 18 - 1.00000488 x 0.99990464 = 0.99990952 FX5234 FX5234 SUPERSEDED SURVEY CONTROL FX5234 FX5234 NGVD 29 (01/18/91) 5.3 (m) 17. (f) VERT ANG FX5234 FX5234.Superseded values are not recommended for survey control. FX5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5234.See file dsdata.txt to determine how the superseded data were derived. FX5234 FX5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4275830681(NAD 83) FX5234_MARKER: DH = HORIZONTAL CONTROL DISK FX5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5234_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5234_STAMPING: CAMELLIA 1980 FX5234_MARK LOGO: NCGS FX5234_MAGNETIC: N = NO MAGNETIC MATERIAL FX5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX5234+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994 FX5234 FX5234 HISTORY - Date Condition Report By FX5234 HISTORY - 1980 MONUMENTED NCGS FX5234 HISTORY - 19940201 SEE DESCRIPTION NCGS FX5234 FX5234 STATION DESCRIPTION FX5234 FX5234'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5234'THE STATION IS IN NORTH GATESVILLE AT THE INTERSECTION OF NC 37 AND FX5234'US 158 IN NORTHEAST QUADRANT. FX5234' FX5234'STATION MARK IS A STANDARD DISK STAMPED---CAMELLIA 1980---SET IN TOP FX5234'OF A 9 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS FX5234'20.5 FEET EAST-NORTHEAST OF NC 37-US 158 BUSINESS, 76.8 FEET NORTH OF FX5234'WEST END OF CONCRETE ISLAND OF US 158 BUSINESS-EAST, 59.1 FEET EAST- FX5234'SOUTHEAST OF FIRE HYDRANT, 91.0 FEET SOUTH OF POWER POLE (P1743WJ73) FX5234'WITH REFERENCE TAG AND 121.0 FEET WEST OF TRIPLE HICKORY WITH FX5234'REFERENCE TAG. FX5234 FX5234 STATION RECOVERY (1994) FX5234 FX5234'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5234'THE STATION WAS SEARCHED FOR BUT NOT FOUND. MARK IS NO LONGER FX5234'ACCESSIBLE DUE TO STREET IMPROVEMENTS IN AREA. APPEARS TO BE UNDER A FX5234'CONCRETE HANDICAP RAMP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3911 *********************************************************************** FX3911 DESIGNATION - CANE FX3911 PID - FX3911 FX3911 STATE/COUNTY- NC/GATES FX3911 USGS QUAD - HARRELLSVILLE (1982) FX3911 FX3911 *CURRENT SURVEY CONTROL FX3911 ___________________________________________________________________ FX3911* NAD 83(1986)- 36 21 21.58565(N) 076 46 07.43230(W) ADJUSTED FX3911* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3911 ___________________________________________________________________ FX3911 LAPLACE CORR- -4.59 (seconds) DEFLEC99 FX3911 GEOID HEIGHT- -36.02 (meters) GEOID03 FX3911 FX3911 HORZ ORDER - THIRD FX3911 FX3911.The North Carolina HARNS have been completed but, FX3911.due to contractual restrictions, coordinates for these stations FX3911.will NOT be published in the near future. In the interim, the FX3911.published coordinates in North Carolina will not be FX3911.consistent with the Continuously Operating Reference Stations FX3911.(CORS). The HARN coordinates for these stations are available FX3911.upon request. Contact Gary Thompson(919-733-3836). FX3911. FX3911.In addition, the published North Carolina positions FX3911.(NAD 83 (1986)) are NOT consistent with those determined in FX3911.adjacent state readjustments. The discontinuity between stations FX3911.located in North Carolina and those in adjacent states FX3911.which have been adjusted to the HARN may be as much as 5 FX3911.decimeters. This will result in a significant loss of accuracy FX3911.over lines crossing such state borders. FX3911 FX3911 FX3911.The horizontal coordinates were established by classical geodetic methods FX3911.and adjusted by the National Geodetic Survey in July 1986. FX3911 FX3911.The orthometric height was scaled from a topographic map. FX3911 FX3911.The Laplace correction was computed from DEFLEC99 derived deflections. FX3911 FX3911.The geoid height was determined by GEOID03. FX3911 FX3911; North East Units Scale Factor Converg. FX3911;SPC NC - 291,353.801 809,867.396 MT 1.00005835 +1 17 16.2 FX3911;SPC NC - 955,883.26 2,657,039.95 sFT 1.00005835 +1 17 16.2 FX3911;UTM 18 - 4,024,887.148 341,300.444 MT 0.99991031 -1 02 55.4 FX3911 FX3911! - Elev Factor x Scale Factor = Combined Factor FX3911!SPC NC - 1.00000571 x 1.00005835 = 1.00006406 FX3911!UTM 18 - 1.00000571 x 0.99991031 = 0.99991602 FX3911 FX3911: Primary Azimuth Mark Grid Az FX3911:SPC NC - MARSH 129 00 51.4 FX3911:UTM 18 - MARSH 131 21 03.0 FX3911 FX3911|---------------------------------------------------------------------| FX3911| PID Reference Object Distance Geod. Az | FX3911| dddmmss.s | FX3911| FX4632 CANE WM 2 6.000 METERS 04435 | FX3911| FX3807 MARSH APPROX. 2.4 KM 1301807.6 | FX3911| FX4631 CANE WM 1 7.630 METERS 33550 | FX3911|---------------------------------------------------------------------| FX3911 FX3911 SUPERSEDED SURVEY CONTROL FX3911 FX3911 NAD 27 - 36 21 21.01000(N) 076 46 08.56000(W) AD( ) 3 FX3911 FX3911.Superseded values are not recommended for survey control. FX3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3911.See file dsdata.txt to determine how the superseded data were derived. FX3911 FX3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4130024887(NAD 83) FX3911_MARKER: I = METAL ROD FX3911_SETTING: 2 = OBJECT DRIVEN INTO GROUND FX3911_SP_SET: OBJECT DRIVEN INTO GROUND FX3911 FX3911 HISTORY - Date Condition Report By FX3911 HISTORY - 1932 MONUMENTED CGS FX3911 HISTORY - 1942 GOOD USE FX3911 FX3911 STATION DESCRIPTION FX3911 FX3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3911'ON EAST SIDE OF CHOWAN RIVER ON A POINT ABOUT 1 MILE SOUTH OF FX3911'MOUTH OF SAREM CREEK 7 METERS (23 FEET) OFFSHORE. STATION IS FX3911'MARKED BY AN IRON PIPE DRIVEN IN MUD TO WITHIN 18 INCHES OF WATER FX3911'SURFACE. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN IN TRIANGLES FX3911'CUT IN TREES. WITNESS MARK NO.1 IS IN 4 FOOT CYPRESS STANDING FX3911'ABOUT 3 METERS (10 FEET) OFFSHORE AND 7.63 METERS (25.0 FEET) FROM FX3911'STATION IN BEARING N 24 DEG 10 MIN W. WITNESS MARK NO.2 IS IN 18 FX3911'INCH ASH STANDING ABOUT 2 METERS (7 FEET) OFFSHORE AND 6.00 METERS FX3911'(19.7 FEET) FROM STATION IN BEARING N 44 DEG 35 MIN E. FX3911 FX3911 STATION RECOVERY (1942) FX3911 FX3911'RECOVERY NOTE BY US ENGINEERS 1942 FX3911'DESCRIPTION ADEQUATE. STATION RECOVERED IN FAIR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3801 *********************************************************************** FX3801 DESIGNATION - CAT FX3801 PID - FX3801 FX3801 STATE/COUNTY- NC/GATES FX3801 USGS QUAD - MINTONSVILLE (1982) FX3801 FX3801 *CURRENT SURVEY CONTROL FX3801 ___________________________________________________________________ FX3801* NAD 83(1986)- 36 18 10.52849(N) 076 41 28.00620(W) ADJUSTED FX3801* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3801 ___________________________________________________________________ FX3801 LAPLACE CORR- -3.99 (seconds) DEFLEC99 FX3801 GEOID HEIGHT- -36.26 (meters) GEOID03 FX3801 FX3801 HORZ ORDER - THIRD FX3801 FX3801.The North Carolina HARNS have been completed but, FX3801.due to contractual restrictions, coordinates for these stations FX3801.will NOT be published in the near future. In the interim, the FX3801.published coordinates in North Carolina will not be FX3801.consistent with the Continuously Operating Reference Stations FX3801.(CORS). The HARN coordinates for these stations are available FX3801.upon request. Contact Gary Thompson(919-733-3836). FX3801. FX3801.In addition, the published North Carolina positions FX3801.(NAD 83 (1986)) are NOT consistent with those determined in FX3801.adjacent state readjustments. The discontinuity between stations FX3801.located in North Carolina and those in adjacent states FX3801.which have been adjusted to the HARN may be as much as 5 FX3801.decimeters. This will result in a significant loss of accuracy FX3801.over lines crossing such state borders. FX3801 FX3801 FX3801.The horizontal coordinates were established by classical geodetic methods FX3801.and adjusted by the National Geodetic Survey in July 1986. FX3801 FX3801.The orthometric height was scaled from a topographic map. FX3801 FX3801.The Laplace correction was computed from DEFLEC99 derived deflections. FX3801 FX3801.The geoid height was determined by GEOID03. FX3801 FX3801; North East Units Scale Factor Converg. FX3801;SPC NC - 285,625.334 816,969.716 MT 1.00004088 +1 19 57.4 FX3801;SPC NC - 937,089.12 2,680,341.48 sFT 1.00004088 +1 19 57.4 FX3801;UTM 18 - 4,018,874.955 348,162.400 MT 0.99988406 -1 00 05.1 FX3801 FX3801! - Elev Factor x Scale Factor = Combined Factor FX3801!SPC NC - 1.00000543 x 1.00004088 = 1.00004631 FX3801!UTM 18 - 1.00000543 x 0.99988406 = 0.99988949 FX3801 FX3801: Primary Azimuth Mark Grid Az FX3801:SPC NC - CANNON RESET 154 00 17.0 FX3801:UTM 18 - CANNON RESET 156 20 19.5 FX3801 FX3801|---------------------------------------------------------------------| FX3801| PID Reference Object Distance Geod. Az | FX3801| dddmmss.s | FX3801| FX4639 CAT RM 2 22.950 METERS 01902 | FX3801| FX0701 CANNON RESET APPROX. 4.0 KM 1552014.4 | FX3801| FX3798 BEAK LIGHT APPROX. 1.1 KM 2142352.2 | FX3801| FX4638 CAT RM 1 2.450 METERS 24324 | FX3801|---------------------------------------------------------------------| FX3801 FX3801 SUPERSEDED SURVEY CONTROL FX3801 FX3801 NAD 27 - 36 18 09.95300(N) 076 41 29.17400(W) AD( ) 3 FX3801 FX3801.Superseded values are not recommended for survey control. FX3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3801.See file dsdata.txt to determine how the superseded data were derived. FX3801 FX3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4816218875(NAD 83) FX3801_MARKER: I = METAL ROD FX3801_SETTING: 0 = UNSPECIFIED SETTING FX3801 FX3801 HISTORY - Date Condition Report By FX3801 HISTORY - 1932 MONUMENTED CGS FX3801 HISTORY - 1963 MARK NOT FOUND CGS FX3801 FX3801 STATION DESCRIPTION FX3801 FX3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3801'ON NORTHEAST SHORE OF CHOWAN RIVER ABOUT 0.67 MILE NORTH OF NORTH FX3801'END OF HOLIDAY ISLAND AND 0.4 MILE NORTH OF MOUTH OF CATHERINE FX3801'CREEK. MARKED BY 2 INCH GALVANIZED IRON PIPE 5 FEET LONG DRIVEN TO FX3801'WITHIN 1 FOOT OF SURFACE OF WATER. STATION IS 3 METERS (10 FEET) FX3801'INSHORE FROM AND AMONG KNEES OF LARGE CYPRESS TREE IN WATER 30 FX3801'METERS (98 FEET) FROM SHORE LINE. TREE HAS LARGE HOLLOW PLACE ON FX3801'SOUTH SIDE. REFERENCE MARK NO.1 IS RAILROAD SPIKE IN TRIANGULAR FX3801'BLAZE ON 12 INCH CYPRESS INSHORE FROM STATION, AND 2.45 METERS FX3801'(8.0 FEET) FROM STATION IN BEARING S 63 DEG 24 MIN W. REFERENCE FX3801'MARK NO.2 IS 22.95 METERS (75.3 FEET) FROM STATION IN BEARING N 19 FX3801'DEG 2 MIN E. FX3801 FX3801 STATION RECOVERY (1963) FX3801 FX3801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3801'STATION AND REFERENCE MARK NO.1 WERE NOT RECOVERED, REFERENCE MARK FX3801'NO. 2 WAS RECOVERED AND IT IS ABOUT 30 FEET OFFSHORE AT THE SOUTH FX3801'LINE OF TREES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5235 *********************************************************************** FX5235 DESIGNATION - CATHBOONE FX5235 PID - FX5235 FX5235 STATE/COUNTY- NC/GATES FX5235 USGS QUAD - MERCHANTS MILLPOND (1981) FX5235 FX5235 *CURRENT SURVEY CONTROL FX5235 ___________________________________________________________________ FX5235* NAD 83(1986)- 36 25 20.18935(N) 076 44 32.58527(W) ADJUSTED FX5235* NAVD 88 - 10.1 (meters) 33. (feet) VERTCON FX5235 ___________________________________________________________________ FX5235 LAPLACE CORR- -4.02 (seconds) DEFLEC99 FX5235 GEOID HEIGHT- -36.05 (meters) GEOID03 FX5235 FX5235 HORZ ORDER - SECOND FX5235 FX5235.The North Carolina HARNS have been completed but, FX5235.due to contractual restrictions, coordinates for these stations FX5235.will NOT be published in the near future. In the interim, the FX5235.published coordinates in North Carolina will not be FX5235.consistent with the Continuously Operating Reference Stations FX5235.(CORS). The HARN coordinates for these stations are available FX5235.upon request. Contact Gary Thompson(919-733-3836). FX5235. FX5235.In addition, the published North Carolina positions FX5235.(NAD 83 (1986)) are NOT consistent with those determined in FX5235.adjacent state readjustments. The discontinuity between stations FX5235.located in North Carolina and those in adjacent states FX5235.which have been adjusted to the HARN may be as much as 5 FX5235.decimeters. This will result in a significant loss of accuracy FX5235.over lines crossing such state borders. FX5235 FX5235 FX5235.The horizontal coordinates were established by classical geodetic methods FX5235.and adjusted by the National Geodetic Survey in January 1991. FX5235 FX5235.The NAVD 88 height was computed by applying the VERTCON shift value to FX5235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5235 FX5235.The Laplace correction was computed from DEFLEC99 derived deflections. FX5235 FX5235.The geoid height was determined by GEOID03. FX5235 FX5235; North East Units Scale Factor Converg. FX5235;SPC NC - 298,760.586 812,064.437 MT 1.00008138 +1 18 10.9 FX5235;SPC NC - 980,183.69 2,664,248.07 sFT 1.00008138 +1 18 10.9 FX5235;UTM 18 - 4,032,196.976 343,797.292 MT 0.99990062 -1 02 05.0 FX5235 FX5235! - Elev Factor x Scale Factor = Combined Factor FX5235!SPC NC - 1.00000408 x 1.00008138 = 1.00008546 FX5235!UTM 18 - 1.00000408 x 0.99990062 = 0.99990470 FX5235 FX5235 SUPERSEDED SURVEY CONTROL FX5235 FX5235 NGVD 29 (01/18/91) 10.4 (m) 34. (f) VERT ANG FX5235 FX5235.Superseded values are not recommended for survey control. FX5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5235.See file dsdata.txt to determine how the superseded data were derived. FX5235 FX5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4379732197(NAD 83) FX5235_MARKER: DE = TRAVERSE STATION DISK FX5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5235_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5235_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5235+STABILITY: SURFACE MOTION FX5235 FX5235 HISTORY - Date Condition Report By FX5235 HISTORY - 1980 MONUMENTED NCGS FX5235 FX5235 STATION DESCRIPTION FX5235 FX5235'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5235'STATION IS LOCATED APPROXIMATELY 1.3 MILES NORTH-NORTHEAST OF FX5235'GATESVILLE AND 6.1 MILES EAST OF EURE. FX5235' FX5235'TO REACH STATION FROM THE INTERSECTION OF US 158 BUSINESS WITH NC 37 FX5235'IN GATESVILLE, PROCEED NORTHEASTERLY ALONG US 158 BUSINESS FOR 1.25 FX5235'MILES TO CREST OF HILL AND STATION ON RIGHT, AT DIRT DRIVEWAY TO C. FX5235'BOONES WHITE FRAME HOUSE, AND 0.5 MILE SOUTHWEST OF SR 1434. FX5235' FX5235'STATION MARK IS A STANDARD DISK STAMPED---CATHBOONE 1980---SET IN TOP FX5235'OF A 9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX5235'16.3 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 9.9 FEET NORTHEAST OF FX5235'CENTERLINE OF DRIVEWAY, 4.3 FEET NORTHWEST OF NORTHEAST END OF FX5235'CULVERT, 21.1 FEET NORTH-NORTHEAST OF SOUTHWEST END OF CULVERT, AND FX5235'48.8 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE (20) WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5236 *********************************************************************** FX5236 DESIGNATION - CEETREE FX5236 PID - FX5236 FX5236 STATE/COUNTY- NC/GATES FX5236 USGS QUAD - MERCHANTS MILLPOND (1981) FX5236 FX5236 *CURRENT SURVEY CONTROL FX5236 ___________________________________________________________________ FX5236* NAD 83(1986)- 36 24 54.89501(N) 076 44 57.95366(W) ADJUSTED FX5236* NAVD 88 - 6.6 (meters) 22. (feet) VERTCON FX5236 ___________________________________________________________________ FX5236 LAPLACE CORR- -4.05 (seconds) DEFLEC99 FX5236 GEOID HEIGHT- -36.04 (meters) GEOID03 FX5236 FX5236 HORZ ORDER - SECOND FX5236 FX5236.The North Carolina HARNS have been completed but, FX5236.due to contractual restrictions, coordinates for these stations FX5236.will NOT be published in the near future. In the interim, the FX5236.published coordinates in North Carolina will not be FX5236.consistent with the Continuously Operating Reference Stations FX5236.(CORS). The HARN coordinates for these stations are available FX5236.upon request. Contact Gary Thompson(919-733-3836). FX5236. FX5236.In addition, the published North Carolina positions FX5236.(NAD 83 (1986)) are NOT consistent with those determined in FX5236.adjacent state readjustments. The discontinuity between stations FX5236.located in North Carolina and those in adjacent states FX5236.which have been adjusted to the HARN may be as much as 5 FX5236.decimeters. This will result in a significant loss of accuracy FX5236.over lines crossing such state borders. FX5236 FX5236 FX5236.The horizontal coordinates were established by classical geodetic methods FX5236.and adjusted by the National Geodetic Survey in January 1991. FX5236 FX5236.The NAVD 88 height was computed by applying the VERTCON shift value to FX5236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5236 FX5236.The Laplace correction was computed from DEFLEC99 derived deflections. FX5236 FX5236.The geoid height was determined by GEOID03. FX5236 FX5236; North East Units Scale Factor Converg. FX5236;SPC NC - 297,966.699 811,450.266 MT 1.00007887 +1 17 56.3 FX5236;SPC NC - 977,579.08 2,662,233.08 sFT 1.00007887 +1 17 56.3 FX5236;UTM 18 - 4,031,428.938 343,151.365 MT 0.99990311 -1 02 19.4 FX5236 FX5236! - Elev Factor x Scale Factor = Combined Factor FX5236!SPC NC - 1.00000462 x 1.00007887 = 1.00008349 FX5236!UTM 18 - 1.00000462 x 0.99990311 = 0.99990773 FX5236 FX5236 SUPERSEDED SURVEY CONTROL FX5236 FX5236 NGVD 29 (01/18/91) 7.0 (m) 23. (f) VERT ANG FX5236 FX5236.Superseded values are not recommended for survey control. FX5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5236.See file dsdata.txt to determine how the superseded data were derived. FX5236 FX5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4315131429(NAD 83) FX5236_MARKER: DE = TRAVERSE STATION DISK FX5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5236_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5236_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5236+STABILITY: SURFACE MOTION FX5236 FX5236 HISTORY - Date Condition Report By FX5236 HISTORY - 1980 MONUMENTED NCGS FX5236 FX5236 STATION DESCRIPTION FX5236 FX5236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5236'STATION IS LOCATED APPROXIMATELY 0.7 MILE NORTH-NORTHEAST OF FX5236'GATESVILLE AND 6.5 MILES SOUTH OF GATES. FX5236' FX5236'TO REACH STATION FROM THE INTERSECTION OF US 158 BUSINESS WITH NC 37 FX5236'IN NORTH GATESVILLE, PROCEED NORTHEASTERLY ALONG US 158 BUSINESS FOR FX5236'0.6 MILE TO DIRT FIELD ROAD ON LEFT AND STATION, AND 1.15 MILES FX5236'SOUTHWEST OF SR 1434. FX5236' FX5236'STATION MARK IS A STANDARD DISK STAMPED---CEETREE 1980---SET IN TOP OF FX5236'A 9 INCH CONCRETE CYLINDER, 1 INCH ABOVE GROUND SURFACE. MARK IS FX5236'29.6 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 16.4 FEET SOUTH FX5236'SOUTHWEST OF CENTERLINE OF DIRT ROAD, 9.2 FEET WEST OF SOUTHWEST END FX5236'OF CULVERT, 6.8 FEET EAST-NORTHEAST OF TELEPHONE POLE (6) WITH FX5236'REFERENCE TAG, 15.6 FEET EAST OF GUY WIRE BASE AND 61.4 FEET NORTH FX5236'NORTHWEST OF WESTERNMOST CEDAR WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5238 *********************************************************************** FX5238 DESIGNATION - CHESAPEAKE LOOKOUT TOWER FX5238 PID - FX5238 FX5238 STATE/COUNTY- NC/GATES FX5238 USGS QUAD - MERCHANTS MILLPOND (1981) FX5238 FX5238 *CURRENT SURVEY CONTROL FX5238 ___________________________________________________________________ FX5238* NAD 83(1986)- 36 26 52.38843(N) 076 42 15.26046(W) ADJUSTED FX5238* NAVD 88 - FX5238 ___________________________________________________________________ FX5238 LAPLACE CORR- -3.94 (seconds) DEFLEC99 FX5238 GEOID HEIGHT- -36.12 (meters) GEOID03 FX5238 FX5238 HORZ ORDER - THIRD FX5238 FX5238.The North Carolina HARNS have been completed but, FX5238.due to contractual restrictions, coordinates for these stations FX5238.will NOT be published in the near future. In the interim, the FX5238.published coordinates in North Carolina will not be FX5238.consistent with the Continuously Operating Reference Stations FX5238.(CORS). The HARN coordinates for these stations are available FX5238.upon request. Contact Gary Thompson(919-733-3836). FX5238. FX5238.In addition, the published North Carolina positions FX5238.(NAD 83 (1986)) are NOT consistent with those determined in FX5238.adjacent state readjustments. The discontinuity between stations FX5238.located in North Carolina and those in adjacent states FX5238.which have been adjusted to the HARN may be as much as 5 FX5238.decimeters. This will result in a significant loss of accuracy FX5238.over lines crossing such state borders. FX5238 FX5238 FX5238.The horizontal coordinates were established by classical geodetic methods FX5238.and adjusted by the National Geodetic Survey in January 1991. FX5238.No horizontal observational check was made to the station. FX5238 FX5238 FX5238.The Laplace correction was computed from DEFLEC99 derived deflections. FX5238 FX5238.The geoid height was determined by GEOID03. FX5238 FX5238; North East Units Scale Factor Converg. FX5238;SPC NC - 301,680.488 815,419.026 MT 1.00009064 +1 19 30.2 FX5238;SPC NC - 989,763.40 2,675,253.92 sFT 1.00009064 +1 19 30.2 FX5238;UTM 18 - 4,034,977.081 347,267.526 MT 0.99988741 -1 00 45.6 FX5238 FX5238 SUPERSEDED SURVEY CONTROL FX5238 FX5238.No superseded survey control is available for this station. FX5238 FX5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4726834977(NAD 83) FX5238_MARKER: 57 = LOOKOUT TOWER FX5238 FX5238 HISTORY - Date Condition Report By FX5238 HISTORY - 1980 FIRST OBSERVED NCGS FX5238 HISTORY - 19970413 GOOD USPSQD FX5238 FX5238 STATION DESCRIPTION FX5238 FX5238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5238'STATION IS LOCATED ALONG US 158 BYPASS, 3.3 MILES EAST OF NC 37 FX5238'INTERSECTION AT ELEANORS CROSSROADS, 150 FEET WEST OF THE SYCAMORE FX5238'HILL A.M.E.Z. CHURCH, 0.3 MILE WEST OF SR 1300 AND SR 1403 AT EASONS FX5238'CROSSROADS. A STANDARD FOREST SERVICE LOOKOUT TOWER, 120 FOOT HIGH AND FX5238'WITH FOUR LEGS. FX5238' FX5238'STATION IS THE CENTER OF THE NC FOREST SERVICE CHESAPEAKE LOOKOUT FX5238'TOWER. FX5238 FX5238 STATION RECOVERY (1997) FX5238 FX5238'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5238'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5239 *********************************************************************** FX5239 DESIGNATION - CHICKS FX5239 PID - FX5239 FX5239 STATE/COUNTY- NC/GATES FX5239 USGS QUAD - GATES (1967) FX5239 FX5239 *CURRENT SURVEY CONTROL FX5239 ___________________________________________________________________ FX5239* NAD 83(1986)- 36 32 23.67599(N) 076 45 08.92004(W) ADJUSTED FX5239* NAVD 88 - 16.1 (meters) 53. (feet) VERTCON FX5239 ___________________________________________________________________ FX5239 LAPLACE CORR- -3.79 (seconds) DEFLEC99 FX5239 GEOID HEIGHT- -35.97 (meters) GEOID03 FX5239 FX5239 HORZ ORDER - SECOND FX5239 FX5239.The North Carolina HARNS have been completed but, FX5239.due to contractual restrictions, coordinates for these stations FX5239.will NOT be published in the near future. In the interim, the FX5239.published coordinates in North Carolina will not be FX5239.consistent with the Continuously Operating Reference Stations FX5239.(CORS). The HARN coordinates for these stations are available FX5239.upon request. Contact Gary Thompson(919-733-3836). FX5239. FX5239.In addition, the published North Carolina positions FX5239.(NAD 83 (1986)) are NOT consistent with those determined in FX5239.adjacent state readjustments. The discontinuity between stations FX5239.located in North Carolina and those in adjacent states FX5239.which have been adjusted to the HARN may be as much as 5 FX5239.decimeters. This will result in a significant loss of accuracy FX5239.over lines crossing such state borders. FX5239 FX5239 FX5239.The horizontal coordinates were established by classical geodetic methods FX5239.and adjusted by the National Geodetic Survey in January 1991. FX5239 FX5239.The NAVD 88 height was computed by applying the VERTCON shift value to FX5239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5239 FX5239.The Laplace correction was computed from DEFLEC99 derived deflections. FX5239 FX5239.The geoid height was determined by GEOID03. FX5239 FX5239; North East Units Scale Factor Converg. FX5239;SPC NC - 311,791.781 810,863.903 MT 1.00012559 +1 17 49.9 FX5239;SPC NC - 1,022,936.87 2,660,309.32 sFT 1.00012559 +1 17 49.9 FX5239;UTM 18 - 4,045,263.684 343,129.785 MT 0.99990319 -1 02 37.0 FX5239 FX5239! - Elev Factor x Scale Factor = Combined Factor FX5239!SPC NC - 1.00000311 x 1.00012559 = 1.00012870 FX5239!UTM 18 - 1.00000311 x 0.99990319 = 0.99990630 FX5239 FX5239 SUPERSEDED SURVEY CONTROL FX5239 FX5239 NGVD 29 (01/18/91) 16.6 (m) 54. (f) VERT ANG FX5239 FX5239.Superseded values are not recommended for survey control. FX5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5239.See file dsdata.txt to determine how the superseded data were derived. FX5239 FX5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4313045264(NAD 83) FX5239_MARKER: DE = TRAVERSE STATION DISK FX5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5239_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5239_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5239+STABILITY: SURFACE MOTION FX5239 FX5239 HISTORY - Date Condition Report By FX5239 HISTORY - 1980 MONUMENTED NCGS FX5239 FX5239 STATION DESCRIPTION FX5239 FX5239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5239'STATION IS LOCATED APPROXIMATELY 3.1 MILE NORTH OF GATES AND 5.1 MILES FX5239'NORTHEAST OF RODUCO. FX5239' FX5239'TO REACH STATION FROM US 13 INTERSECTION WITH NORTH CAROLINA-VIRGINIA FX5239'STATE LINE, PROCEED SOUTH ALONG US 13 FOR 0.2 MILE TO SR 1300, THENCE FX5239'SOUTHEAST ALONG SR 1300 FOR 0.6 MILE TO STATION ON RIGHT ON FX5239'PROLONGATION OF NORTH SIDE OF A TWO STORY HOUSE. FX5239' FX5239'STATION MARK IS A STANDARD DISK STAMPED---CHICKS 1980---SET IN TOP OF FX5239'A 9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX5239'15.1 FEET WEST-SOUTHWEST OF CENTERLINE OF SR 1300, 176.0 FEET SOUTH OF FX5239'CENTERLINE INTERSECTION OF SR 1300 AND SR 1309, 88.5 FEET EAST FX5239'NORTHEAST OF SOUTHEAST CORNER OF HOUSE, 17.5 FEET SOUTHEAST OF SOUTH FX5239'END OF CULVERT UNDER NORTH DRIVEWAY, 28.0 FEET NORTHEAST OF FX5239'SOUTHERNMOST 32 INCH OAK WITH REFERENCE TAG AND 92.8 FEET NORTH OF FX5239'POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3819 *********************************************************************** FX3819 DESIGNATION - COLEMAN FX3819 PID - FX3819 FX3819 STATE/COUNTY- NC/GATES FX3819 USGS QUAD - MERCHANTS MILLPOND (1981) FX3819 FX3819 *CURRENT SURVEY CONTROL FX3819 ___________________________________________________________________ FX3819* NAD 83(1986)- 36 25 53.22729(N) 076 41 54.59658(W) ADJUSTED FX3819* NAVD 88 - 4.0 (meters) 13. (feet) VERTCON FX3819 ___________________________________________________________________ FX3819 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FX3819 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3819 FX3819 HORZ ORDER - SECOND FX3819 FX3819.The North Carolina HARNS have been completed but, FX3819.due to contractual restrictions, coordinates for these stations FX3819.will NOT be published in the near future. In the interim, the FX3819.published coordinates in North Carolina will not be FX3819.consistent with the Continuously Operating Reference Stations FX3819.(CORS). The HARN coordinates for these stations are available FX3819.upon request. Contact Gary Thompson(919-733-3836). FX3819. FX3819.In addition, the published North Carolina positions FX3819.(NAD 83 (1986)) are NOT consistent with those determined in FX3819.adjacent state readjustments. The discontinuity between stations FX3819.located in North Carolina and those in adjacent states FX3819.which have been adjusted to the HARN may be as much as 5 FX3819.decimeters. This will result in a significant loss of accuracy FX3819.over lines crossing such state borders. FX3819 FX3819 FX3819.The horizontal coordinates were established by classical geodetic methods FX3819.and adjusted by the National Geodetic Survey in July 1986. FX3819 FX3819.The NAVD 88 height was computed by applying the VERTCON shift value to FX3819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3819 FX3819.The Laplace correction was computed from DEFLEC99 derived deflections. FX3819 FX3819.The geoid height was determined by GEOID03. FX3819 FX3819; North East Units Scale Factor Converg. FX3819;SPC NC - 299,869.139 815,975.808 MT 1.00008467 +1 19 42.1 FX3819;SPC NC - 983,820.67 2,677,080.63 sFT 1.00008467 +1 19 42.1 FX3819;UTM 18 - 4,033,144.899 347,749.871 MT 0.99988560 -1 00 31.9 FX3819 FX3819! - Elev Factor x Scale Factor = Combined Factor FX3819!SPC NC - 1.00000504 x 1.00008467 = 1.00008971 FX3819!UTM 18 - 1.00000504 x 0.99988560 = 0.99989064 FX3819 FX3819 SUPERSEDED SURVEY CONTROL FX3819 FX3819 NAD 27 - 36 25 52.66877(N) 076 41 55.76278(W) AD( ) 2 FX3819 NGVD 29 (07/19/86) 4.4 (m) 14. (f) VERT ANG FX3819 FX3819.Superseded values are not recommended for survey control. FX3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3819.See file dsdata.txt to determine how the superseded data were derived. FX3819 FX3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4775033145(NAD 83) FX3819_MARKER: DE = TRAVERSE STATION DISK FX3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3819_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3819_STAMPING: COLEMAN 1973 FX3819_MARK LOGO: NCGS FX3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3819+STABILITY: SURFACE MOTION FX3819 FX3819 HISTORY - Date Condition Report By FX3819 HISTORY - 1973 MONUMENTED NCGS FX3819 HISTORY - 1985 GOOD USPSQD FX3819 FX3819 STATION DESCRIPTION FX3819 FX3819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3819'COLEMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3819'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3819' FX3819'COLEMAN IS LOCATED APPROXIMATELY 3.5 MILES ENE OF GATESVILLE, AND 4.9 FX3819'MILES WEST OF SUNBURY. TO REACH STATION FROM SR 1400 BRIDGE OVER FX3819'BENNETTS CREEK (AT THE MERCHANTS MILL POND DAM) 3.5 MILES NE OF FX3819'GATESVILLE, PROCEED SOUTH ALONG SR 1400 FOR 0.05 MILES TO STATION FX3819'ON LEFT BY PP ON WEST SIDE OF BOAT LANDING OF MERCHANTS MILL POND, FX3819'AND 3.3 MILES NORTH OF INTERSECTION NC 37 AND SR 1400. FX3819' FX3819'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3819'COLEMAN 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FX3819'WHICH IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. FX3819' FX3819'MARK IS FX3819'36.4 FEET NE OF C/L OF SR 1400. FX3819'340.3 FEET SE OF THE EAST END OF NORTH RAIL OF BRIDGE. FX3819'2.2 FEET NE OF PP NO. R-141 W/ALUMINUM REF. TAG. FX3819'101.6 FEET SE OF 14 INCH GUM W/ALUMINUM REF. TAG. FX3819'58.0 FEET SE OF 12 INCH BY 5 FOOT BY 4 FOOT CONCRETE WALL (NW OF FX3819'3). FX3819 FX3819 STATION RECOVERY (1985) FX3819 FX3819'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX3819'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2719 *********************************************************************** FX2719 DESIGNATION - COMM FX2719 PID - FX2719 FX2719 STATE/COUNTY- NC/GATES FX2719 USGS QUAD - MERCHANTS MILLPOND (1981) FX2719 FX2719 *CURRENT SURVEY CONTROL FX2719 ___________________________________________________________________ FX2719* NAD 83(1986)- 36 26 40.91103(N) 076 42 32.50209(W) ADJUSTED FX2719* NAVD 88 - 10.694 (meters) 35.09 (feet) ADJUSTED FX2719 ___________________________________________________________________ FX2719 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FX2719 GEOID HEIGHT- -36.11 (meters) GEOID03 FX2719 DYNAMIC HT - 10.685 (meters) 35.06 (feet) COMP FX2719 MODELED GRAV- 979,846.4 (mgal) NAVD 88 FX2719 FX2719 HORZ ORDER - SECOND FX2719 VERT ORDER - SECOND CLASS II FX2719 FX2719.The North Carolina HARNS have been completed but, FX2719.due to contractual restrictions, coordinates for these stations FX2719.will NOT be published in the near future. In the interim, the FX2719.published coordinates in North Carolina will not be FX2719.consistent with the Continuously Operating Reference Stations FX2719.(CORS). The HARN coordinates for these stations are available FX2719.upon request. Contact Gary Thompson(919-733-3836). FX2719. FX2719.In addition, the published North Carolina positions FX2719.(NAD 83 (1986)) are NOT consistent with those determined in FX2719.adjacent state readjustments. The discontinuity between stations FX2719.located in North Carolina and those in adjacent states FX2719.which have been adjusted to the HARN may be as much as 5 FX2719.decimeters. This will result in a significant loss of accuracy FX2719.over lines crossing such state borders. FX2719 FX2719 FX2719.The horizontal coordinates were established by classical geodetic methods FX2719.and adjusted by the National Geodetic Survey in January 1991. FX2719 FX2719.The orthometric height was determined by differential leveling FX2719.and adjusted by the National Geodetic Survey in June 1991. FX2719 FX2719.The Laplace correction was computed from DEFLEC99 derived deflections. FX2719 FX2719.The geoid height was determined by GEOID03. FX2719 FX2719.The dynamic height is computed by dividing the NAVD 88 FX2719.geopotential number by the normal gravity value computed on the FX2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2719.degrees latitude (g = 980.6199 gals.). FX2719 FX2719.The modeled gravity was interpolated from observed gravity values. FX2719 FX2719; North East Units Scale Factor Converg. FX2719;SPC NC - 301,316.849 814,997.897 MT 1.00008947 +1 19 20.2 FX2719;SPC NC - 988,570.36 2,673,872.27 sFT 1.00008947 +1 19 20.2 FX2719;UTM 18 - 4,034,630.992 346,832.002 MT 0.99988905 -1 00 55.6 FX2719 FX2719! - Elev Factor x Scale Factor = Combined Factor FX2719!SPC NC - 1.00000399 x 1.00008947 = 1.00009346 FX2719!UTM 18 - 1.00000399 x 0.99988905 = 0.99989304 FX2719 FX2719 SUPERSEDED SURVEY CONTROL FX2719 FX2719 NGVD 29 (01/18/91) 11.06 (m) 36.3 (f) LEVELING 3 FX2719 FX2719.Superseded values are not recommended for survey control. FX2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2719.See file dsdata.txt to determine how the superseded data were derived. FX2719 FX2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4683234631(NAD 83) FX2719_MARKER: DE = TRAVERSE STATION DISK FX2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2719_SP_SET: CONCRETE POST FX2719_STAMPING: COMM 1980 FX2719_MARK LOGO: NCGS FX2719_PROJECTION: RECESSED 3 CENTIMETERS FX2719_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2719+STABILITY: SURFACE MOTION FX2719 FX2719 HISTORY - Date Condition Report By FX2719 HISTORY - 1980 MONUMENTED NCGS FX2719 HISTORY - 1981 GOOD NCGS FX2719 HISTORY - 19970413 GOOD USPSQD FX2719 FX2719 STATION DESCRIPTION FX2719 FX2719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2719'STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF GATESVILLE FX2719'AND 5.9 MILES EAST-SOUTHEAST OF RODUCO. FX2719' FX2719'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2719'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 2.9 MILES TO FX2719'STATION ON RIGHT, ON PROLONGATION OF THE EAST SIDE OF GATES COUNTY FX2719'COMMUNITY BUILDING, 0.65 MILE WEST OF SR 1300 AND SR 1403 AT EASONS FX2719'CROSSROADS, AND 0.20 MILE WEST OF GATES COUNTY HIGH SCHOOL. FX2719' FX2719'STATION MARK IS A STANDARD DISK STAMPED---COMM 1980---SET IN TOP OF A FX2719'10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS 27.8 FX2719'FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 133.0 FEET EAST FX2719'NORTHEAST OF CENTERLINE OF WEST DRIVEWAY, 106.9 FEET NORTH-NORTHWEST FX2719'OF NORTHEAST CORNER OF COMMUNITY BUILDING, 21.3 FEET WEST OF CONCRETE FX2719'LIGHT POLE, 54.8 FEET NORTHEAST OF CONCRETE LIGHT POLE AND 91.0 FEET FX2719'WEST-SOUTHWEST OF TELEPHONE POLE (YE68) WITH REFERENCE TAG. FX2719 FX2719 STATION RECOVERY (1981) FX2719 FX2719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2719'3.7 MI NE FROM GATESVILLE. FX2719'2.95 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2719'ELEANORS CROSSROADS, IN FRONT YARD OF AND ON PROLONGATION OF EAST SIDE FX2719'OF GATES COUNTY COMMUNITY CENTER BUILDING, 0.2 MILE WEST OF GATES FX2719'COUNTY HIGH SCHOOL, AND 0.65 MILE WEST OF SR 1300 AND SR 1403 AT FX2719'EASONS CROSSROADS. 27.8 FEET SOUTH-SOUTHEAST OF CENTERLINE OF FX2719'HIGHWAY, 133.0 FEET EAST-NORTHEAST OF WESTERNMOST DRIVE TO COMMUNITY FX2719'BUILDING, 106.9 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF COMMUNITY FX2719'BUILDING, 21.3 FEET WEST OF PARKING LOT LIGHT POLE, 54.8 FEET FX2719'NORTHEAST OF PARKING LOT LIGHT POLE AND 91.0 FEET WEST-SOUTHWEST OF FX2719'TELEPHONE POLE YE68 WITH REFERENCE TAG. FX2719'THE MARK IS 1 FT BELOW HIGHWAY. FX2719 FX2719 STATION RECOVERY (1997) FX2719 FX2719'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2719'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3834 *********************************************************************** FX3834 DESIGNATION - CURVE FX3834 PID - FX3834 FX3834 STATE/COUNTY- NC/GATES FX3834 USGS QUAD - MERCHANTS MILLPOND (1981) FX3834 FX3834 *CURRENT SURVEY CONTROL FX3834 ___________________________________________________________________ FX3834* NAD 83(1986)- 36 28 36.05591(N) 076 42 36.29287(W) ADJUSTED FX3834* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON FX3834 ___________________________________________________________________ FX3834 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FX3834 GEOID HEIGHT- -36.09 (meters) GEOID03 FX3834 FX3834 HORZ ORDER - SECOND FX3834 FX3834.The North Carolina HARNS have been completed but, FX3834.due to contractual restrictions, coordinates for these stations FX3834.will NOT be published in the near future. In the interim, the FX3834.published coordinates in North Carolina will not be FX3834.consistent with the Continuously Operating Reference Stations FX3834.(CORS). The HARN coordinates for these stations are available FX3834.upon request. Contact Gary Thompson(919-733-3836). FX3834. FX3834.In addition, the published North Carolina positions FX3834.(NAD 83 (1986)) are NOT consistent with those determined in FX3834.adjacent state readjustments. The discontinuity between stations FX3834.located in North Carolina and those in adjacent states FX3834.which have been adjusted to the HARN may be as much as 5 FX3834.decimeters. This will result in a significant loss of accuracy FX3834.over lines crossing such state borders. FX3834 FX3834 FX3834.The horizontal coordinates were established by classical geodetic methods FX3834.and adjusted by the National Geodetic Survey in July 1986. FX3834 FX3834.The NAVD 88 height was computed by applying the VERTCON shift value to FX3834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3834 FX3834.The Laplace correction was computed from DEFLEC99 derived deflections. FX3834 FX3834.The geoid height was determined by GEOID03. FX3834 FX3834; North East Units Scale Factor Converg. FX3834;SPC NC - 304,863.328 814,821.634 MT 1.00010129 +1 19 18.0 FX3834;SPC NC - 1,000,205.77 2,673,293.98 sFT 1.00010129 +1 19 18.0 FX3834;UTM 18 - 4,038,180.977 346,800.577 MT 0.99988917 -1 01 00.6 FX3834 FX3834! - Elev Factor x Scale Factor = Combined Factor FX3834!SPC NC - 1.00000376 x 1.00010129 = 1.00010505 FX3834!UTM 18 - 1.00000376 x 0.99988917 = 0.99989293 FX3834 FX3834: Primary Azimuth Mark Grid Az FX3834:SPC NC - LASSITER 306 08 30.0 FX3834:UTM 18 - LASSITER 308 28 48.6 FX3834 FX3834|---------------------------------------------------------------------| FX3834| PID Reference Object Distance Geod. Az | FX3834| dddmmss.s | FX3834| FX3832 LASSITER APPROX. 0.9 KM 3072748.0 | FX3834|---------------------------------------------------------------------| FX3834 FX3834 SUPERSEDED SURVEY CONTROL FX3834 FX3834 NAD 27 - 36 28 35.50163(N) 076 42 37.45363(W) AD( ) 2 FX3834 NGVD 29 (07/19/86) 12.5 (m) 41. (f) VERT ANG FX3834 FX3834.Superseded values are not recommended for survey control. FX3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3834.See file dsdata.txt to determine how the superseded data were derived. FX3834 FX3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4680138181(NAD 83) FX3834_MARKER: DE = TRAVERSE STATION DISK FX3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3834_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3834_STAMPING: CURVE 1973 FX3834_MARK LOGO: NCGS FX3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3834+STABILITY: SURFACE MOTION FX3834 FX3834 HISTORY - Date Condition Report By FX3834 HISTORY - 1973 MONUMENTED NCGS FX3834 HISTORY - 1980 GOOD NCGS FX3834 FX3834 STATION DESCRIPTION FX3834 FX3834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3834'CURVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3834'VICINITY OF GATES, NORTH CAROLINA. FX3834' FX3834'CURVE IS LOCATED APPROXIMATELY 3.8 MILES ESE OF GATES, AND 5.5 MILES FX3834'NNE OF GATESVILLE. TO REACH STATION FROM THE INTERSECTION OF US 158 FX3834'WITH SR 1300 NORTH AND SR 1403 SOUTH (AT EASONS CROSSROADS) 4 MILES FX3834'NE OF GATESVILLE, PROCEED NORTH ALONG SR 1300 FOR 1.95 MILES TO FX3834'SECOND CURVE, AND STATION ON RIGHT, 0.25 MILES SE OF INTERSECTION FX3834'WITH SR 1314. FX3834' FX3834'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CURVE FX3834'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3834'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. FX3834' FX3834'MARK IS FX3834'35.5 FEET ENE OF C/L OF SR 1300. FX3834'111.6 FEET SSE OF PP W/ALUMINUM REF. TAG. FX3834'31.0 FEET WNW OF 10 INCHES PINE W/ALUMINUM REF. TAG. FX3834'25.9 FEET WSW OF 6 INCHES OAK W/ALUMINUM REF. TAG. FX3834 FX3834 STATION RECOVERY (1980) FX3834 FX3834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX3834'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3943 *********************************************************************** FX3943 DESIGNATION - CY FX3943 PID - FX3943 FX3943 STATE/COUNTY- NC/GATES FX3943 USGS QUAD - WINTON (1982) FX3943 FX3943 *CURRENT SURVEY CONTROL FX3943 ___________________________________________________________________ FX3943* NAD 83(1986)- 36 24 27.72897(N) 076 56 23.54651(W) ADJUSTED FX3943* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3943 ___________________________________________________________________ FX3943 LAPLACE CORR- -5.78 (seconds) DEFLEC99 FX3943 GEOID HEIGHT- -35.51 (meters) GEOID03 FX3943 FX3943 HORZ ORDER - THIRD FX3943 FX3943.The North Carolina HARNS have been completed but, FX3943.due to contractual restrictions, coordinates for these stations FX3943.will NOT be published in the near future. In the interim, the FX3943.published coordinates in North Carolina will not be FX3943.consistent with the Continuously Operating Reference Stations FX3943.(CORS). The HARN coordinates for these stations are available FX3943.upon request. Contact Gary Thompson(919-733-3836). FX3943. FX3943.In addition, the published North Carolina positions FX3943.(NAD 83 (1986)) are NOT consistent with those determined in FX3943.adjacent state readjustments. The discontinuity between stations FX3943.located in North Carolina and those in adjacent states FX3943.which have been adjusted to the HARN may be as much as 5 FX3943.decimeters. This will result in a significant loss of accuracy FX3943.over lines crossing such state borders. FX3943 FX3943 FX3943.The horizontal coordinates were established by classical geodetic methods FX3943.and adjusted by the National Geodetic Survey in July 1986. FX3943 FX3943.The orthometric height was scaled from a topographic map. FX3943 FX3943.The Laplace correction was computed from DEFLEC99 derived deflections. FX3943 FX3943.The geoid height was determined by GEOID03. FX3943 FX3943; North East Units Scale Factor Converg. FX3943;SPC NC - 296,758.595 794,389.800 MT 1.00007620 +1 11 20.6 FX3943;SPC NC - 973,615.49 2,606,260.54 sFT 1.00007620 +1 11 20.6 FX3943;UTM 18 - 4,030,918.242 326,058.204 MT 0.99997278 -1 09 06.0 FX3943 FX3943! - Elev Factor x Scale Factor = Combined Factor FX3943!SPC NC - 1.00000516 x 1.00007620 = 1.00008136 FX3943!UTM 18 - 1.00000516 x 0.99997278 = 0.99997794 FX3943 FX3943: Primary Azimuth Mark Grid Az FX3943:SPC NC - EAST 130 27 57.6 FX3943:UTM 18 - EAST 132 48 24.2 FX3943 FX3943|---------------------------------------------------------------------| FX3943| PID Reference Object Distance Geod. Az | FX3943| dddmmss.s | FX3943| FX4739 CY RM 1 1.575 METERS 03308 | FX3943| FX3944 EAST APPROX. 1.1 KM 1313918.2 | FX3943|---------------------------------------------------------------------| FX3943 FX3943 SUPERSEDED SURVEY CONTROL FX3943 FX3943 NAD 27 - 36 24 27.18400(N) 076 56 24.69900(W) AD( ) 3 FX3943 FX3943.Superseded values are not recommended for survey control. FX3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3943.See file dsdata.txt to determine how the superseded data were derived. FX3943 FX3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2605830918(NAD 83) FX3943_MARKER: S = SPIKE FX3943_SETTING: 0 = UNSPECIFIED SETTING FX3943 FX3943 HISTORY - Date Condition Report By FX3943 HISTORY - 1932 MONUMENTED CGS FX3943 HISTORY - 1963 GOOD CGS FX3943 FX3943 STATION DESCRIPTION FX3943 FX3943'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3943'NORTH OF WINTON BRIDGE ON THE KNEES OF AND JUST WEST OF A GIANT FX3943'CYPRESS TREE WITH TOP GONE AND ONLY A FEW LARGE SPREADING LIMBS FX3943'REMAINING. THE TREE IS ABOUT 3 METERS FROM SHORE LINE AND HAS A FX3943'TRIANGLE BLAZE WITH RAILROAD SPIKE DRIVEN INTO SAME AND PROJECTING FX3943'ABOUT 1 INCH. THE BLAZE IS ON THE WEST SIDE OF THE TREE AND IS FX3943'VISIBLE TO A BOAT PASSING. THIS IS THE ONLY REFERENCE MARK. THE FX3943'STATION IS MARKED BY A RAILROAD SPIKE DRIVEN FLUSH IN THE TOP OF A FX3943'LARGE CYPRESS KNEE. FX3943' FX3943'HEIGHT OF SIGNAL ABOVE STATION MARK 2 METERS. FX3943 FX3943 STATION RECOVERY (1963) FX3943 FX3943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3943'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION. BARK HAD FX3943'GROWN OVER THE STATION AND REFERENCE MARKS. 1-1/2 INCH OF BARK FX3943'WAS CHOPPED OF TOP OF THE CYPRESS KNEE TO RECOVER THE STATION FX3943'MARK. THERE IS A HUMP IN THE CENTER OF THE TRIANGLE BLAZE WHERE FX3943'THE BARK HAS GROWN OVER THE RAILROAD SPIKE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2725 *********************************************************************** FX2725 DESIGNATION - DARDEN FX2725 PID - FX2725 FX2725 STATE/COUNTY- NC/GATES FX2725 USGS QUAD - GATESVILLE (1990) FX2725 FX2725 *CURRENT SURVEY CONTROL FX2725 ___________________________________________________________________ FX2725* NAD 83(1986)- 36 26 15.15339(N) 076 46 14.78454(W) ADJUSTED FX2725* NAVD 88 - 9.836 (meters) 32.27 (feet) ADJUSTED FX2725 ___________________________________________________________________ FX2725 LAPLACE CORR- -3.82 (seconds) DEFLEC99 FX2725 GEOID HEIGHT- -35.98 (meters) GEOID03 FX2725 DYNAMIC HT - 9.828 (meters) 32.24 (feet) COMP FX2725 MODELED GRAV- 979,845.8 (mgal) NAVD 88 FX2725 FX2725 HORZ ORDER - SECOND FX2725 VERT ORDER - SECOND CLASS II FX2725 FX2725.The North Carolina HARNS have been completed but, FX2725.due to contractual restrictions, coordinates for these stations FX2725.will NOT be published in the near future. In the interim, the FX2725.published coordinates in North Carolina will not be FX2725.consistent with the Continuously Operating Reference Stations FX2725.(CORS). The HARN coordinates for these stations are available FX2725.upon request. Contact Gary Thompson(919-733-3836). FX2725. FX2725.In addition, the published North Carolina positions FX2725.(NAD 83 (1986)) are NOT consistent with those determined in FX2725.adjacent state readjustments. The discontinuity between stations FX2725.located in North Carolina and those in adjacent states FX2725.which have been adjusted to the HARN may be as much as 5 FX2725.decimeters. This will result in a significant loss of accuracy FX2725.over lines crossing such state borders. FX2725 FX2725 FX2725.The horizontal coordinates were established by classical geodetic methods FX2725.and adjusted by the National Geodetic Survey in January 1991. FX2725 FX2725.The orthometric height was determined by differential leveling FX2725.and adjusted by the National Geodetic Survey in June 1991. FX2725 FX2725.The Laplace correction was computed from DEFLEC99 derived deflections. FX2725 FX2725.The geoid height was determined by GEOID03. FX2725 FX2725.The dynamic height is computed by dividing the NAVD 88 FX2725.geopotential number by the normal gravity value computed on the FX2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2725.degrees latitude (g = 980.6199 gals.). FX2725 FX2725.The modeled gravity was interpolated from observed gravity values. FX2725 FX2725; North East Units Scale Factor Converg. FX2725;SPC NC - 300,396.986 809,480.921 MT 1.00008687 +1 17 11.9 FX2725;SPC NC - 985,552.44 2,655,771.99 sFT 1.00008687 +1 17 11.9 FX2725;UTM 18 - 4,033,937.104 341,283.138 MT 0.99991038 -1 03 07.1 FX2725 FX2725! - Elev Factor x Scale Factor = Combined Factor FX2725!SPC NC - 1.00000410 x 1.00008687 = 1.00009097 FX2725!UTM 18 - 1.00000410 x 0.99991038 = 0.99991448 FX2725 FX2725 SUPERSEDED SURVEY CONTROL FX2725 FX2725 NGVD 29 (01/18/91) 10.23 (m) 33.6 (f) LEVELING 3 FX2725 FX2725.Superseded values are not recommended for survey control. FX2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2725.See file dsdata.txt to determine how the superseded data were derived. FX2725 FX2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4128333937(NAD 83) FX2725_MARKER: DE = TRAVERSE STATION DISK FX2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2725_SP_SET: CONCRETE POST FX2725_STAMPING: DARDEN 1980 FX2725_MARK LOGO: NCGS FX2725_PROJECTION: RECESSED 8 CENTIMETERS FX2725_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2725+STABILITY: SURFACE MOTION FX2725 FX2725 HISTORY - Date Condition Report By FX2725 HISTORY - 1980 MONUMENTED NCGS FX2725 HISTORY - 1981 GOOD NCGS FX2725 HISTORY - 19970413 GOOD USPSQD FX2725 FX2725 STATION DESCRIPTION FX2725 FX2725'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2725'STATION IS LOCATED APPROXIMATELY 2.9 MILES SOUTHEAST OF RODUCO AND FX2725'2.4 MILES NORTH-NORTHWEST OF GATESVILLE. FX2725' FX2725'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2725'ELEANORS CROSSROADS, PROCEED WEST ALONG US 158 BYPASS FOR 0.7 MILE TO FX2725'STATION IN LEFT SHOULDER ON EAST SIDE OF DRIVEWAY TO A BRICK HOUSE, FX2725'0.2 MILE EAST OF US 158 BUSINESS. FX2725' FX2725'STATION MARK IS A STANDARD DISK STAMPED---DARDEN 1980---SET IN TOP OF FX2725'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. MARK IS FX2725'23.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 14.8 FEET EAST-SOUTHEAST OF FX2725'CENTERLINE OF DRIVEWAY, 89.4 FEET NORTHEAST OF NORTHEAST CORNER OF FX2725'BRICK HOUSE, 15.9 FEET NORTHEAST OF EAST END OF DRIVEWAY CULVERT, 93.2 FX2725'FEET EAST OF CENTER OF LARGER OF TWO TELEPHONE PEDESTALS, 96.0 FEET FX2725'EAST OF POWER POLE (1744) WITH TRANSFORMER AND REFERENCE TAG AND 92.0 FX2725'FEET NORTHWEST OF POWER POLE (MD 69) WITH REFERENCE TAG. FX2725 FX2725 STATION RECOVERY (1981) FX2725 FX2725'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2725'2.4 MI NNW FROM GATESVILLE. FX2725'0.7 MILE WEST ALONG U.S. 158 BYPASS FROM THE N.C. 37 AT ELEANORS FX2725'CROSSROADS, IN HIGHWAY SHOULDER ON EAST SIDE OF DRIVEWAY TO A ONE FX2725'STORY BRICK HOUSE, 0.3 MILE WEST OF HEALING TEMPLE APOSTOLIC DOCTRINE FX2725'CHURCH, AND 0.2 MILE EAST OF INTERSECTION WITH U.S. 158 BUSINESS. FX2725'23.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 14.8 FEET EAST-SOUTHEAST OF FX2725'CENTERLINE OF DRIVE, 15.9 FEET NORTHEAST OF EAST END OF CULVERT FX2725'UNDER DRIVE, 89.4 FEET NORTHEAST CORNER OF BRICK HOUSE, 92.0 FEET FX2725'NORTHWEST OF POWER POLE MD 69 WITH REFERENCE TAG, 93.2 FEET EAST OF FX2725'LARGEST OF TWO TELEPHONE PEDESTALS AND 96.0 FEET EAST OF POWER POLE FX2725'1744 WITH TRANSFORMER AND REFERENCE TAG. FX2725'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2725 FX2725 STATION RECOVERY (1997) FX2725 FX2725'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2725'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2694 *********************************************************************** FX2694 DESIGNATION - DITCH FX2694 PID - FX2694 FX2694 STATE/COUNTY- NC/GATES FX2694 USGS QUAD - SUNBURY (1981) FX2694 FX2694 *CURRENT SURVEY CONTROL FX2694 ___________________________________________________________________ FX2694* NAD 83(1986)- 36 26 36.44778(N) 076 33 04.80085(W) ADJUSTED FX2694* NAVD 88 - 11.480 (meters) 37.66 (feet) ADJUSTED FX2694 ___________________________________________________________________ FX2694 LAPLACE CORR- -3.51 (seconds) DEFLEC99 FX2694 GEOID HEIGHT- -36.44 (meters) GEOID03 FX2694 DYNAMIC HT - 11.471 (meters) 37.63 (feet) COMP FX2694 MODELED GRAV- 979,850.4 (mgal) NAVD 88 FX2694 FX2694 HORZ ORDER - SECOND FX2694 VERT ORDER - SECOND CLASS II FX2694 FX2694.The North Carolina HARNS have been completed but, FX2694.due to contractual restrictions, coordinates for these stations FX2694.will NOT be published in the near future. In the interim, the FX2694.published coordinates in North Carolina will not be FX2694.consistent with the Continuously Operating Reference Stations FX2694.(CORS). The HARN coordinates for these stations are available FX2694.upon request. Contact Gary Thompson(919-733-3836). FX2694. FX2694.In addition, the published North Carolina positions FX2694.(NAD 83 (1986)) are NOT consistent with those determined in FX2694.adjacent state readjustments. The discontinuity between stations FX2694.located in North Carolina and those in adjacent states FX2694.which have been adjusted to the HARN may be as much as 5 FX2694.decimeters. This will result in a significant loss of accuracy FX2694.over lines crossing such state borders. FX2694 FX2694 FX2694.The horizontal coordinates were established by classical geodetic methods FX2694.and adjusted by the National Geodetic Survey in January 1991. FX2694 FX2694.The orthometric height was determined by differential leveling FX2694.and adjusted by the National Geodetic Survey in June 1991. FX2694 FX2694.The Laplace correction was computed from DEFLEC99 derived deflections. FX2694 FX2694.The geoid height was determined by GEOID03. FX2694 FX2694.The dynamic height is computed by dividing the NAVD 88 FX2694.geopotential number by the normal gravity value computed on the FX2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2694.degrees latitude (g = 980.6199 gals.). FX2694 FX2694.The modeled gravity was interpolated from observed gravity values. FX2694 FX2694; North East Units Scale Factor Converg. FX2694;SPC NC - 301,516.811 829,136.615 MT 1.00008902 +1 24 47.9 FX2694;SPC NC - 989,226.40 2,720,259.04 sFT 1.00008902 +1 24 47.9 FX2694;UTM 18 - 4,034,254.498 360,963.924 MT 0.99983817 -0 55 18.1 FX2694 FX2694! - Elev Factor x Scale Factor = Combined Factor FX2694!SPC NC - 1.00000392 x 1.00008902 = 1.00009294 FX2694!UTM 18 - 1.00000392 x 0.99983817 = 0.99984209 FX2694 FX2694 SUPERSEDED SURVEY CONTROL FX2694 FX2694 NGVD 29 (01/18/91) 11.81 (m) 38.7 (f) LEVELING 3 FX2694 FX2694.Superseded values are not recommended for survey control. FX2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2694.See file dsdata.txt to determine how the superseded data were derived. FX2694 FX2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6096434254(NAD 83) FX2694_MARKER: DE = TRAVERSE STATION DISK FX2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2694_SP_SET: CONCRETE POST FX2694_STAMPING: DITCH 1980 FX2694_MARK LOGO: NCGS FX2694_PROJECTION: RECESSED 10 CENTIMETERS FX2694_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2694+STABILITY: SURFACE MOTION FX2694 FX2694 HISTORY - Date Condition Report By FX2694 HISTORY - 1980 MONUMENTED NCGS FX2694 HISTORY - 1980 GOOD NCGS FX2694 HISTORY - 19970413 GOOD USPSQD FX2694 FX2694 STATION DESCRIPTION FX2694 FX2694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2694'STATION IS LOCATED APPROXIMATELY 0.3 MILE WEST OF ACRON HILL AND 3.2 FX2694'MILES EAST OF SUNBURY. FX2694' FX2694'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2694'PROCEED EAST ALONG US 158 FOR 3.4 MILES TO STATION IN LEFT SHOULDER FX2694'AT CULVERT UNDER HIGHWAY WITH A HEADWALL AND 0.25 MILE WEST OF SR 1002 FX2694'CROSSROAD. FX2694' FX2694'STATION MARK IS A STANDARD DISK STAMPED---DITCH 1980---SET IN TOP OF FX2694'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2694'16.9 FEET NORTH OF CENTERLINE OF HIGHWAY, 26.0 FEET EAST OF EAST END FX2694'OF NORTH HEADWALL, 34.5 FEET SOUTHWEST OF POWER POLE (90) WITH FX2694'REFERENCE TAG AND 10.0 FEET EAST OF REFLECTOR POST. FX2694 FX2694 STATION RECOVERY (1980) FX2694 FX2694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2694'3.3 MI EAST FROM SUNBURY. FX2694'3.4 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 FX2694'IN SUNBURY, IN HIGHWAY SHOULDER AT A HEADWALL FOR CULVERT UNDER FX2694'HIGHWAY, AND 0.25 MILE WEST OF SR 1002 CROSSROAD AT ACORN HILL. FX2694'16.9 FEET NORTH OF CENTERLINE OF HIGHWAY, 26.0 FEET EAST OF EAST END FX2694'OF HEADWALL, 34.5 FEET SOUTHWEST OF POWER POLE (90) WITH REFERENCE FX2694'TAG AND 10.0 FEET EAST OF REFLECTOR POST. FX2694'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2694 FX2694 STATION RECOVERY (1997) FX2694 FX2694'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2694'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5250 *********************************************************************** FX5250 DESIGNATION - DON FX5250 PID - FX5250 FX5250 STATE/COUNTY- NC/GATES FX5250 USGS QUAD - GATES (1967) FX5250 FX5250 *CURRENT SURVEY CONTROL FX5250 ___________________________________________________________________ FX5250* NAD 83(1986)- 36 30 15.63233(N) 076 49 26.02379(W) ADJUSTED FX5250* NAVD 88 - 15.9 (meters) 52. (feet) VERTCON FX5250 ___________________________________________________________________ FX5250 LAPLACE CORR- -3.79 (seconds) DEFLEC99 FX5250 GEOID HEIGHT- -35.84 (meters) GEOID03 FX5250 FX5250 HORZ ORDER - SECOND FX5250 FX5250.The North Carolina HARNS have been completed but, FX5250.due to contractual restrictions, coordinates for these stations FX5250.will NOT be published in the near future. In the interim, the FX5250.published coordinates in North Carolina will not be FX5250.consistent with the Continuously Operating Reference Stations FX5250.(CORS). The HARN coordinates for these stations are available FX5250.upon request. Contact Gary Thompson(919-733-3836). FX5250. FX5250.In addition, the published North Carolina positions FX5250.(NAD 83 (1986)) are NOT consistent with those determined in FX5250.adjacent state readjustments. The discontinuity between stations FX5250.located in North Carolina and those in adjacent states FX5250.which have been adjusted to the HARN may be as much as 5 FX5250.decimeters. This will result in a significant loss of accuracy FX5250.over lines crossing such state borders. FX5250 FX5250 FX5250.The horizontal coordinates were established by classical geodetic methods FX5250.and adjusted by the National Geodetic Survey in January 1991. FX5250 FX5250.The NAVD 88 height was computed by applying the VERTCON shift value to FX5250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5250 FX5250.The Laplace correction was computed from DEFLEC99 derived deflections. FX5250 FX5250.The geoid height was determined by GEOID03. FX5250 FX5250; North East Units Scale Factor Converg. FX5250;SPC NC - 307,702.868 804,556.105 MT 1.00011177 +1 15 21.5 FX5250;SPC NC - 1,009,521.83 2,639,614.49 sFT 1.00011177 +1 15 21.5 FX5250;UTM 18 - 4,041,436.615 336,661.542 MT 0.99992871 -1 05 06.9 FX5250 FX5250! - Elev Factor x Scale Factor = Combined Factor FX5250!SPC NC - 1.00000314 x 1.00011177 = 1.00011491 FX5250!UTM 18 - 1.00000314 x 0.99992871 = 0.99993185 FX5250 FX5250 SUPERSEDED SURVEY CONTROL FX5250 FX5250 NGVD 29 (01/18/91) 16.3 (m) 53. (f) VERT ANG FX5250 FX5250.Superseded values are not recommended for survey control. FX5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5250.See file dsdata.txt to determine how the superseded data were derived. FX5250 FX5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3666241437(NAD 83) FX5250_MARKER: DE = TRAVERSE STATION DISK FX5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5250_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5250_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5250+STABILITY: SURFACE MOTION FX5250 FX5250 HISTORY - Date Condition Report By FX5250 HISTORY - 1980 MONUMENTED NCGS FX5250 HISTORY - 19970104 GOOD USPSQD FX5250 FX5250 STATION DESCRIPTION FX5250 FX5250'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5250'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES WEST OF GATES AND 3.0 FX5250'MILES NORTH-NORTHWEST OF RODUCO. FX5250' FX5250'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5250'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 4.2 MILES TO SR 1202 FX5250'OFFSET CROSSROADS, THENCE WEST ALONG SR 1202 FOR 0.8 MILE TO STATION FX5250'ON RIGHT, AT EAST END OF A SMALL CUT AND NEAR POWER POLE NO. 47. FX5250' FX5250'STATION MARK IS A STANDARD DISK STAMPED---DON 1980---SET IN TOP OF A FX5250'10 INCH CONCRETE CYLINDER, 1 INCH ABOVE GROUND SURFACE. MARK IS 26.8 FX5250'FEET NORTH OF CENTERLINE OF SR 1202, 31.8 FEET WEST-SOUTHWEST OF FX5250'POWER POLE WITH REFERENCE TAG, AND 47.9 FEET SOUTH OF 24 INCH OAK, FX5250'94.9 FEET EAST OF 6 INCH PINE AND 84.9 FEET WEST OF 12 INCH PINE ALL FX5250'WITH REFERENCE TAGS. FX5250 FX5250 STATION RECOVERY (1997) FX5250 FX5250'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5250'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5252 *********************************************************************** FX5252 DESIGNATION - DOUBLE FX5252 PID - FX5252 FX5252 STATE/COUNTY- NC/GATES FX5252 USGS QUAD - GATESVILLE (1990) FX5252 FX5252 *CURRENT SURVEY CONTROL FX5252 ___________________________________________________________________ FX5252* NAD 83(1986)- 36 28 08.15851(N) 076 50 46.89502(W) ADJUSTED FX5252* NAVD 88 - 11.4 (meters) 37. (feet) VERTCON FX5252 ___________________________________________________________________ FX5252 LAPLACE CORR- -4.27 (seconds) DEFLEC99 FX5252 GEOID HEIGHT- -35.80 (meters) GEOID03 FX5252 FX5252 HORZ ORDER - SECOND FX5252 FX5252.The North Carolina HARNS have been completed but, FX5252.due to contractual restrictions, coordinates for these stations FX5252.will NOT be published in the near future. In the interim, the FX5252.published coordinates in North Carolina will not be FX5252.consistent with the Continuously Operating Reference Stations FX5252.(CORS). The HARN coordinates for these stations are available FX5252.upon request. Contact Gary Thompson(919-733-3836). FX5252. FX5252.In addition, the published North Carolina positions FX5252.(NAD 83 (1986)) are NOT consistent with those determined in FX5252.adjacent state readjustments. The discontinuity between stations FX5252.located in North Carolina and those in adjacent states FX5252.which have been adjusted to the HARN may be as much as 5 FX5252.decimeters. This will result in a significant loss of accuracy FX5252.over lines crossing such state borders. FX5252 FX5252 FX5252.The horizontal coordinates were established by classical geodetic methods FX5252.and adjusted by the National Geodetic Survey in January 1991. FX5252 FX5252.The NAVD 88 height was computed by applying the VERTCON shift value to FX5252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5252 FX5252.The Laplace correction was computed from DEFLEC99 derived deflections. FX5252 FX5252.The geoid height was determined by GEOID03. FX5252 FX5252; North East Units Scale Factor Converg. FX5252;SPC NC - 303,730.179 802,629.124 MT 1.00009840 +1 14 34.9 FX5252;SPC NC - 996,488.10 2,633,292.38 sFT 1.00009840 +1 14 34.9 FX5252;UTM 18 - 4,037,546.621 334,574.258 MT 0.99993717 -1 05 51.7 FX5252 FX5252! - Elev Factor x Scale Factor = Combined Factor FX5252!SPC NC - 1.00000383 x 1.00009840 = 1.00010223 FX5252!UTM 18 - 1.00000383 x 0.99993717 = 0.99994100 FX5252 FX5252 SUPERSEDED SURVEY CONTROL FX5252 FX5252 NGVD 29 (01/18/91) 11.8 (m) 39. (f) VERT ANG FX5252 FX5252.Superseded values are not recommended for survey control. FX5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5252.See file dsdata.txt to determine how the superseded data were derived. FX5252 FX5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3457437547(NAD 83) FX5252_MARKER: DE = TRAVERSE STATION DISK FX5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5252_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5252_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5252+STABILITY: SURFACE MOTION FX5252 FX5252 HISTORY - Date Condition Report By FX5252 HISTORY - 1980 MONUMENTED NCGS FX5252 HISTORY - 19970104 GOOD USPSQD FX5252 FX5252 STATION DESCRIPTION FX5252 FX5252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5252'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES WEST OF RODUCO AND 2.8 FX5252'MILES NORTH OF EURE. FX5252' FX5252'TO REACH THE STATION FROM US 13 AND US 158 IN TARHEEL, PROCEED FX5252'NORTHEASTERLY ALONG US 13 FOR 1.05 MILES TO STATION IN SOUTHEAST FX5252'SHOULDER AT A DOUBLE CULVERT UNDER HIGHWAY, AND 1.25 MILES SOUTHWEST FX5252'OF SR 1221 INTERSECTION. FX5252' FX5252'STATION MARK IS A STANDARD DISK STAMPED---DOUBLE 1980---SET IN THE TOP FX5252'OF A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. MARK FX5252'IS 21.6 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 12.6 FEET NORTH OF FX5252'CENTER OF HEADWALL, 55.3 FEET EAST OF 8 INCH PINE WITH REFERENCE TAG, FX5252'AND 29.1 FEET NORTHWEST OF 8 INCH GUM WITH REFERENCE TAG. FX5252 FX5252 STATION RECOVERY (1997) FX5252 FX5252'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5252'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2735 *********************************************************************** FX2735 DESIGNATION - DRIVE FX2735 PID - FX2735 FX2735 STATE/COUNTY- NC/GATES FX2735 USGS QUAD - GATESVILLE (1990) FX2735 FX2735 *CURRENT SURVEY CONTROL FX2735 ___________________________________________________________________ FX2735* NAD 83(1986)- 36 27 04.82592(N) 076 51 44.55770(W) ADJUSTED FX2735* NAVD 88 - 9.908 (meters) 32.51 (feet) ADJUSTED FX2735 ___________________________________________________________________ FX2735 LAPLACE CORR- -4.63 (seconds) DEFLEC99 FX2735 GEOID HEIGHT- -35.76 (meters) GEOID03 FX2735 DYNAMIC HT - 9.900 (meters) 32.48 (feet) COMP FX2735 MODELED GRAV- 979,843.6 (mgal) NAVD 88 FX2735 FX2735 HORZ ORDER - SECOND FX2735 VERT ORDER - SECOND CLASS II FX2735 FX2735.The North Carolina HARNS have been completed but, FX2735.due to contractual restrictions, coordinates for these stations FX2735.will NOT be published in the near future. In the interim, the FX2735.published coordinates in North Carolina will not be FX2735.consistent with the Continuously Operating Reference Stations FX2735.(CORS). The HARN coordinates for these stations are available FX2735.upon request. Contact Gary Thompson(919-733-3836). FX2735. FX2735.In addition, the published North Carolina positions FX2735.(NAD 83 (1986)) are NOT consistent with those determined in FX2735.adjacent state readjustments. The discontinuity between stations FX2735.located in North Carolina and those in adjacent states FX2735.which have been adjusted to the HARN may be as much as 5 FX2735.decimeters. This will result in a significant loss of accuracy FX2735.over lines crossing such state borders. FX2735 FX2735 FX2735.The horizontal coordinates were established by classical geodetic methods FX2735.and adjusted by the National Geodetic Survey in January 1991. FX2735 FX2735.The orthometric height was determined by differential leveling FX2735.and adjusted by the National Geodetic Survey in June 1991. FX2735 FX2735.The Laplace correction was computed from DEFLEC99 derived deflections. FX2735 FX2735.The geoid height was determined by GEOID03. FX2735 FX2735.The dynamic height is computed by dividing the NAVD 88 FX2735.geopotential number by the normal gravity value computed on the FX2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2735.degrees latitude (g = 980.6199 gals.). FX2735 FX2735.The modeled gravity was interpolated from observed gravity values. FX2735 FX2735; North East Units Scale Factor Converg. FX2735;SPC NC - 301,747.232 801,235.765 MT 1.00009190 +1 14 01.6 FX2735;SPC NC - 989,982.38 2,628,721.01 sFT 1.00009190 +1 14 01.6 FX2735;UTM 18 - 4,035,622.532 333,101.306 MT 0.99994320 -1 06 24.4 FX2735 FX2735! - Elev Factor x Scale Factor = Combined Factor FX2735!SPC NC - 1.00000406 x 1.00009190 = 1.00009596 FX2735!UTM 18 - 1.00000406 x 0.99994320 = 0.99994726 FX2735 FX2735 SUPERSEDED SURVEY CONTROL FX2735 FX2735 NGVD 29 (01/18/91) 10.29 (m) 33.8 (f) LEVELING 3 FX2735 FX2735.Superseded values are not recommended for survey control. FX2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2735.See file dsdata.txt to determine how the superseded data were derived. FX2735 FX2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3310135623(NAD 83) FX2735_MARKER: DE = TRAVERSE STATION DISK FX2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2735_SP_SET: CONCRETE POST FX2735_STAMPING: DRIVE 1980 FX2735_MARK LOGO: NCGS FX2735_PROJECTION: FLUSH FX2735_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2735+STABILITY: SURFACE MOTION FX2735 FX2735 HISTORY - Date Condition Report By FX2735 HISTORY - 1980 MONUMENTED NCGS FX2735 HISTORY - 1981 GOOD NCGS FX2735 HISTORY - 19970104 GOOD USPSQD FX2735 FX2735 STATION DESCRIPTION FX2735 FX2735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2735'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTH-NORTHWEST OF FX2735'EURE AND 6.9 MILES WEST-NORTHWEST OF GATESVILLE. FX2735' FX2735'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH US 158 AT FX2735'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 0.5 MILE TO STATION IN LEFT FX2735'SHOULDER ON SOUTH SIDE OF DRIVE TO THE UMPHLETT RESIDENCE. FX2735' FX2735'STATION MARK IS A STANDARD DISK STAMPED---DRIVE 1980---SET IN THE TOP FX2735'OF A 10 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE. MARK FX2735'IS 22.3 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 8.2 FEET FX2735'SOUTHWEST OF CENTERLINE OF DRIVE, 79.9 FEET NORTHWEST OF SOUTHWEST FX2735'CORNER OF HOUSE, 124.0 FEET SOUTHWEST OF TELEPHONE PEDESTAL (45E) WITH FX2735'POST AND REFERENCE TAG AND 23.3 FEET NORTH OF 6 INCH PINE WITH FX2735'REFERENCE TAG. FX2735 FX2735 STATION RECOVERY (1981) FX2735 FX2735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2735'2.8 MI SW FROM RODUCO. FX2735'0.5 MILE SOUTHWEST ALONG U.S. 13 - U.S. 158 FROM THEIR DIVERGENCE AT FX2735'TARHEEL, IN HIGHWAY SHOULDER ON SOUTH SIDE OF DRIVE TO A ONE STORY FX2735'FRAME HOUSE, UMPHLETT RESIDENCE. 22.3 FEET SOUTHEAST OF CENTERLINE OF FX2735'HIGHWAY, 8.2 FEET SOUTHWEST OF CENTERLINE OF DRIVE, 23.3 FEET NORTH FX2735'OF 6 INCH PINE WITH REFERENCE TAG, 79.9 FEET NORTHWEST OF SOUTHWEST FX2735'CORNER OF HOUSE AND 124.0 FEET SOUTHWEST OF TELEPHONE PEDESTAL 45E FX2735'ON A POST WITH REFERENCE TAG. FX2735'THE MARK IS 1 FT BELOW HIGHWAY. FX2735 FX2735 STATION RECOVERY (1997) FX2735 FX2735'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2735'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2710 *********************************************************************** FX2710 DESIGNATION - DUKE FX2710 PID - FX2710 FX2710 STATE/COUNTY- NC/GATES FX2710 USGS QUAD - SUNBURY (1981) FX2710 FX2710 *CURRENT SURVEY CONTROL FX2710 ___________________________________________________________________ FX2710* NAD 83(1986)- 36 26 39.35647(N) 076 37 23.48538(W) ADJUSTED FX2710* NAVD 88 - 6.699 (meters) 21.98 (feet) ADJUSTED FX2710 ___________________________________________________________________ FX2710 LAPLACE CORR- -3.72 (seconds) DEFLEC99 FX2710 GEOID HEIGHT- -36.30 (meters) GEOID03 FX2710 DYNAMIC HT - 6.694 (meters) 21.96 (feet) COMP FX2710 MODELED GRAV- 979,847.6 (mgal) NAVD 88 FX2710 FX2710 HORZ ORDER - SECOND FX2710 VERT ORDER - SECOND CLASS II FX2710 FX2710.The North Carolina HARNS have been completed but, FX2710.due to contractual restrictions, coordinates for these stations FX2710.will NOT be published in the near future. In the interim, the FX2710.published coordinates in North Carolina will not be FX2710.consistent with the Continuously Operating Reference Stations FX2710.(CORS). The HARN coordinates for these stations are available FX2710.upon request. Contact Gary Thompson(919-733-3836). FX2710. FX2710.In addition, the published North Carolina positions FX2710.(NAD 83 (1986)) are NOT consistent with those determined in FX2710.adjacent state readjustments. The discontinuity between stations FX2710.located in North Carolina and those in adjacent states FX2710.which have been adjusted to the HARN may be as much as 5 FX2710.decimeters. This will result in a significant loss of accuracy FX2710.over lines crossing such state borders. FX2710 FX2710 FX2710.The horizontal coordinates were established by classical geodetic methods FX2710.and adjusted by the National Geodetic Survey in January 1991. FX2710 FX2710.The orthometric height was determined by differential leveling FX2710.and adjusted by the National Geodetic Survey in June 1991. FX2710 FX2710.The Laplace correction was computed from DEFLEC99 derived deflections. FX2710 FX2710.The geoid height was determined by GEOID03. FX2710 FX2710.The dynamic height is computed by dividing the NAVD 88 FX2710.geopotential number by the normal gravity value computed on the FX2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2710.degrees latitude (g = 980.6199 gals.). FX2710 FX2710.The modeled gravity was interpolated from observed gravity values. FX2710 FX2710; North East Units Scale Factor Converg. FX2710;SPC NC - 301,449.872 822,693.389 MT 1.00008932 +1 22 18.6 FX2710;SPC NC - 989,006.79 2,699,119.89 sFT 1.00008932 +1 22 18.6 FX2710;UTM 18 - 4,034,450.146 354,524.867 MT 0.99986074 -0 57 51.9 FX2710 FX2710! - Elev Factor x Scale Factor = Combined Factor FX2710!SPC NC - 1.00000465 x 1.00008932 = 1.00009397 FX2710!UTM 18 - 1.00000465 x 0.99986074 = 0.99986538 FX2710 FX2710 SUPERSEDED SURVEY CONTROL FX2710 FX2710 NGVD 29 (01/18/91) 7.04 (m) 23.1 (f) LEVELING 3 FX2710 FX2710.Superseded values are not recommended for survey control. FX2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2710.See file dsdata.txt to determine how the superseded data were derived. FX2710 FX2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5452534450(NAD 83) FX2710_MARKER: DE = TRAVERSE STATION DISK FX2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2710_SP_SET: CONCRETE POST FX2710_STAMPING: DUKE 1980 FX2710_MARK LOGO: NCGS FX2710_PROJECTION: RECESSED 13 CENTIMETERS FX2710_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2710+STABILITY: SURFACE MOTION FX2710 FX2710 HISTORY - Date Condition Report By FX2710 HISTORY - 1980 MONUMENTED NCGS FX2710 HISTORY - 1981 GOOD NCGS FX2710 HISTORY - 19970413 GOOD USPSQD FX2710 FX2710 STATION DESCRIPTION FX2710 FX2710'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2710'STATION IS LOCATED APPROXIMATELY 0.7 MILES WEST OF SUNBURY AND 7.7 FX2710'MILES NORTHEAST OF GATESVILLE. FX2710' FX2710'TO REACH STATION FROM THE INTERSECTION OF US 158 WITH NC 32 IN FX2710'SUNBURY, PROCEED WEST ALONG US 158 FOR 0.8 MILE TO STATION IN RIGHT FX2710'SHOULDER AND 0.05 MILE SOUTHEAST OF BRIDGE OVER DUKE SWAMP. FX2710' FX2710'STATION MARK IS A STANDARD DISK STAMPED---DUKE 1980---SET IN TOP OF A FX2710'10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. MARK IS FX2710'17.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 92.5 FEET NORTHWEST OF FX2710'POWER POLE (S55) WITH REFERENCE TAG AND 279.4 FEET SOUTHEAST OF FX2710'NORTHEAST CORNER OF BRIDGE. FX2710 FX2710 STATION RECOVERY (1981) FX2710 FX2710'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2710'0.75 MI NW FROM SUNBURY. FX2710'0.8 MILE WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2710'SUNBURY, IN HIGHWAY SHOULDER 0.05 MILE EAST OF BRIDGE OVER DUKE FX2710'SWAMP. 17.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 92.5 FEET FX2710'NORTHWEST OF POWER POLE S55 WITH REFERENCE TAG AND 279.4 FEET FX2710'SOUTHEAST OF NORTHEAST CORNER OF BRIDGE. FX2710'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2710 FX2710 STATION RECOVERY (1997) FX2710 FX2710'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2710'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3828 *********************************************************************** FX3828 DESIGNATION - EASONS FX3828 PID - FX3828 FX3828 STATE/COUNTY- NC/GATES FX3828 USGS QUAD - MERCHANTS MILLPOND (1981) FX3828 FX3828 *CURRENT SURVEY CONTROL FX3828 ___________________________________________________________________ FX3828* NAD 83(1986)- 36 26 47.29507(N) 076 41 54.73076(W) ADJUSTED FX3828* NAVD 88 - 11.2 (meters) 37. (feet) VERTCON FX3828 ___________________________________________________________________ FX3828 LAPLACE CORR- -3.94 (seconds) DEFLEC99 FX3828 GEOID HEIGHT- -36.13 (meters) GEOID03 FX3828 FX3828 HORZ ORDER - SECOND FX3828 FX3828.The North Carolina HARNS have been completed but, FX3828.due to contractual restrictions, coordinates for these stations FX3828.will NOT be published in the near future. In the interim, the FX3828.published coordinates in North Carolina will not be FX3828.consistent with the Continuously Operating Reference Stations FX3828.(CORS). The HARN coordinates for these stations are available FX3828.upon request. Contact Gary Thompson(919-733-3836). FX3828. FX3828.In addition, the published North Carolina positions FX3828.(NAD 83 (1986)) are NOT consistent with those determined in FX3828.adjacent state readjustments. The discontinuity between stations FX3828.located in North Carolina and those in adjacent states FX3828.which have been adjusted to the HARN may be as much as 5 FX3828.decimeters. This will result in a significant loss of accuracy FX3828.over lines crossing such state borders. FX3828 FX3828 FX3828.The horizontal coordinates were established by classical geodetic methods FX3828.and adjusted by the National Geodetic Survey in July 1986. FX3828 FX3828.The NAVD 88 height was computed by applying the VERTCON shift value to FX3828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3828 FX3828.The Laplace correction was computed from DEFLEC99 derived deflections. FX3828 FX3828.The geoid height was determined by GEOID03. FX3828 FX3828; North East Units Scale Factor Converg. FX3828;SPC NC - 301,535.355 815,933.828 MT 1.00009012 +1 19 42.0 FX3828;SPC NC - 989,287.24 2,676,942.90 sFT 1.00009012 +1 19 42.0 FX3828;UTM 18 - 4,034,811.105 347,775.876 MT 0.99988550 -1 00 33.3 FX3828 FX3828! - Elev Factor x Scale Factor = Combined Factor FX3828!SPC NC - 1.00000391 x 1.00009012 = 1.00009403 FX3828!UTM 18 - 1.00000391 x 0.99988550 = 0.99988941 FX3828 FX3828: Primary Azimuth Mark Grid Az FX3828:SPC NC - BANKED 344 51 53.2 FX3828:UTM 18 - BANKED 347 12 08.5 FX3828 FX3828|---------------------------------------------------------------------| FX3828| PID Reference Object Distance Geod. Az | FX3828| dddmmss.s | FX3828| FX3835 BANKED APPROX. 2.9 KM 3461135.2 | FX3828|---------------------------------------------------------------------| FX3828 FX3828 SUPERSEDED SURVEY CONTROL FX3828 FX3828 NAD 27 - 36 26 46.73788(N) 076 41 55.89483(W) AD( ) 2 FX3828 NGVD 29 (07/19/86) 11.6 (m) 38. (f) VERT ANG FX3828 FX3828.Superseded values are not recommended for survey control. FX3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3828.See file dsdata.txt to determine how the superseded data were derived. FX3828 FX3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4777634811(NAD 83) FX3828_MARKER: DE = TRAVERSE STATION DISK FX3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3828_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3828_STAMPING: EASONS 1973 FX3828_MARK LOGO: NCGS FX3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3828+STABILITY: SURFACE MOTION FX3828 FX3828 HISTORY - Date Condition Report By FX3828 HISTORY - 1973 MONUMENTED NCGS FX3828 HISTORY - 1980 GOOD NCGS FX3828 FX3828 STATION DESCRIPTION FX3828 FX3828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3828'EASONS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN TEE FX3828'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3828' FX3828'EASONS IS LOCATED APPROXIMATELY 4.1 MILES NE OF GATESVILLE, AND 5.6 FX3828'MILES SE OF GATES. TO REACH STATION FROM THE INTERSECTION OF US 158 FX3828'WITH SR 1300 NORTH AND SR 1403 SOUTH (AT EASONS CROSSROADS) 4 MILES FX3828'NE OF GATESVILLE, PROCEED SOUTH ALONG SR 1403 FOR 0.25 MILES TO FX3828'STATION ON LEFT, APPROXIMATELY 50 FEET SSW OF NW CORNER OF WOODS, FX3828'AND BETWEEN TP AND PP, 1.1 MILES NORTH OF SR 1400 BRIDGE OVER FX3828'BENNETTS CREEK. FX3828' FX3828'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EASONS FX3828'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3828'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. FX3828' FX3828'MARK IS FX3828'32.8 FEET ESE OF C/L OF SR 1403. FX3828'53.4 FEET NNE OF PP W/ALUMINUM REF. TAG. FX3828'26.2 FEET SSW OF TP NO. 4 W/ALUMINUM REF. TAG. FX3828'67.0 FEET E OF 24 INCH PINE ON WEST SIDE OF SR 1403 W/ALUMINUM FX3828'REF. TAG. FX3828 FX3828 STATION RECOVERY (1980) FX3828 FX3828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX3828'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3944 *********************************************************************** FX3944 DESIGNATION - EAST FX3944 PID - FX3944 FX3944 STATE/COUNTY- NC/GATES FX3944 USGS QUAD - WINTON (1982) FX3944 FX3944 *CURRENT SURVEY CONTROL FX3944 ___________________________________________________________________ FX3944* NAD 83(1986)- 36 24 02.97876(N) 076 55 49.13108(W) ADJUSTED FX3944* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3944 ___________________________________________________________________ FX3944 LAPLACE CORR- -5.70 (seconds) DEFLEC99 FX3944 GEOID HEIGHT- -35.55 (meters) GEOID03 FX3944 FX3944 HORZ ORDER - THIRD FX3944 FX3944.The North Carolina HARNS have been completed but, FX3944.due to contractual restrictions, coordinates for these stations FX3944.will NOT be published in the near future. In the interim, the FX3944.published coordinates in North Carolina will not be FX3944.consistent with the Continuously Operating Reference Stations FX3944.(CORS). The HARN coordinates for these stations are available FX3944.upon request. Contact Gary Thompson(919-733-3836). FX3944. FX3944.In addition, the published North Carolina positions FX3944.(NAD 83 (1986)) are NOT consistent with those determined in FX3944.adjacent state readjustments. The discontinuity between stations FX3944.located in North Carolina and those in adjacent states FX3944.which have been adjusted to the HARN may be as much as 5 FX3944.decimeters. This will result in a significant loss of accuracy FX3944.over lines crossing such state borders. FX3944 FX3944 FX3944.The horizontal coordinates were established by classical geodetic methods FX3944.and adjusted by the National Geodetic Survey in July 1986. FX3944 FX3944.The orthometric height was scaled from a topographic map. FX3944 FX3944.The Laplace correction was computed from DEFLEC99 derived deflections. FX3944 FX3944.The geoid height was determined by GEOID03. FX3944 FX3944; North East Units Scale Factor Converg. FX3944;SPC NC - 296,013.639 795,263.078 MT 1.00007378 +1 11 40.4 FX3944;SPC NC - 971,171.41 2,609,125.62 sFT 1.00007378 +1 11 40.4 FX3944;UTM 18 - 4,030,138.325 326,900.242 MT 0.99996918 -1 08 44.9 FX3944 FX3944! - Elev Factor x Scale Factor = Combined Factor FX3944!SPC NC - 1.00000516 x 1.00007378 = 1.00007894 FX3944!UTM 18 - 1.00000516 x 0.99996918 = 0.99997434 FX3944 FX3944: Primary Azimuth Mark Grid Az FX3944:SPC NC - RIV 111 02 33.9 FX3944:UTM 18 - RIV 113 22 59.2 FX3944 FX3944|---------------------------------------------------------------------| FX3944| PID Reference Object Distance Geod. Az | FX3944| dddmmss.s | FX3944| FX3953 RIV APPROX. 0.8 KM 1121414.3 | FX3944| FX3961 WINTON 341.421 METERS 17630 | FX3944| FX4645 CENTER OF DRAW BRIDGE 21213 | FX3944|---------------------------------------------------------------------| FX3944 FX3944 SUPERSEDED SURVEY CONTROL FX3944 FX3944 NAD 27 - 36 24 02.42500(N) 076 55 50.27500(W) AD( ) 3 FX3944 FX3944.Superseded values are not recommended for survey control. FX3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3944.See file dsdata.txt to determine how the superseded data were derived. FX3944 FX3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2690030138(NAD 83) FX3944_MARKER: DS = TRIANGULATION STATION DISK FX3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3944_STAMPING: EAST 1932 FX3944_MARK LOGO: CGS FX3944_MAGNETIC: N = NO MAGNETIC MATERIAL FX3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3944+STABILITY: SURFACE MOTION FX3944 FX3944 HISTORY - Date Condition Report By FX3944 HISTORY - 1932 MONUMENTED CGS FX3944 HISTORY - 1963 MARK NOT FOUND CGS FX3944 HISTORY - 19850404 SEE DESCRIPTION NCGS FX3944 FX3944 STATION DESCRIPTION FX3944 FX3944'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3944'THE STATION IS LOCATED ON THE EAST SIDE OF THE WINTON BRIDGE FX3944'ACROSS THE CHOWAN RIVER. THE STATION IS ON THE SOUTH EDGE OF THE FX3944'BRIDGE AND 45.84 METERS FROM THE EAST END OF BRIDGE AND 98.05 FX3944'METERS FROM THE CENTER OF THE DRAW SPAN OF BRIDGE. IT IS MARKED FX3944'BY A STANDARD DISC STAMPED---EAST 1932---SET IN DRILL HOLE IN THE FX3944'CEMENT GUTTER OF THE BRIDGE AND ABOUT 2 FEET FROM THE CEMENT FX3944'RAILING. THERE ARE NO R.MS. FX3944' FX3944'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METERS. FX3944 FX3944 STATION RECOVERY (1963) FX3944 FX3944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3944'STATION WAS NOT RECOVERED. A 2 INCH COAT OF BLACKTOP HAS BEEN FX3944'PUT ON THE BRIDGE. THE BLACKTOP WAS NOT DISTURBED. IT IS FX3944'BELIEVED THAT THE MARK IS IN PLACE. FX3944 FX3944 STATION RECOVERY (1985) FX3944 FX3944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS) FX3944'STATION MARK WAS APPARENTLY DESTROYED WHEN NEW BRIDGE WAS BUILT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3821 *********************************************************************** FX3821 DESIGNATION - ELMWOOD FX3821 PID - FX3821 FX3821 STATE/COUNTY- NC/GATES FX3821 USGS QUAD - MERCHANTS MILLPOND (1981) FX3821 FX3821 *CURRENT SURVEY CONTROL FX3821 ___________________________________________________________________ FX3821* NAD 83(1986)- 36 23 44.94129(N) 076 41 50.10132(W) ADJUSTED FX3821* NAVD 88 - 10.0 (meters) 33. (feet) VERTCON FX3821 ___________________________________________________________________ FX3821 LAPLACE CORR- -3.98 (seconds) DEFLEC99 FX3821 GEOID HEIGHT- -36.17 (meters) GEOID03 FX3821 FX3821 HORZ ORDER - SECOND FX3821 FX3821.The North Carolina HARNS have been completed but, FX3821.due to contractual restrictions, coordinates for these stations FX3821.will NOT be published in the near future. In the interim, the FX3821.published coordinates in North Carolina will not be FX3821.consistent with the Continuously Operating Reference Stations FX3821.(CORS). The HARN coordinates for these stations are available FX3821.upon request. Contact Gary Thompson(919-733-3836). FX3821. FX3821.In addition, the published North Carolina positions FX3821.(NAD 83 (1986)) are NOT consistent with those determined in FX3821.adjacent state readjustments. The discontinuity between stations FX3821.located in North Carolina and those in adjacent states FX3821.which have been adjusted to the HARN may be as much as 5 FX3821.decimeters. This will result in a significant loss of accuracy FX3821.over lines crossing such state borders. FX3821 FX3821 FX3821.The horizontal coordinates were established by classical geodetic methods FX3821.and adjusted by the National Geodetic Survey in July 1986. FX3821 FX3821.The NAVD 88 height was computed by applying the VERTCON shift value to FX3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3821 FX3821.The Laplace correction was computed from DEFLEC99 derived deflections. FX3821 FX3821.The geoid height was determined by GEOID03. FX3821 FX3821; North East Units Scale Factor Converg. FX3821;SPC NC - 295,918.192 816,179.483 MT 1.00007202 +1 19 44.7 FX3821;SPC NC - 970,858.27 2,677,748.85 sFT 1.00007202 +1 19 44.7 FX3821;UTM 18 - 4,029,189.695 347,792.275 MT 0.99988544 -1 00 26.2 FX3821 FX3821! - Elev Factor x Scale Factor = Combined Factor FX3821!SPC NC - 1.00000412 x 1.00007202 = 1.00007614 FX3821!UTM 18 - 1.00000412 x 0.99988544 = 0.99988955 FX3821 FX3821: Primary Azimuth Mark Grid Az FX3821:SPC NC - FLAT 348 52 29.4 FX3821:UTM 18 - FLAT 351 12 40.3 FX3821 FX3821|---------------------------------------------------------------------| FX3821| PID Reference Object Distance Geod. Az | FX3821| dddmmss.s | FX3821| FX3826 FLAT APPROX. 1.6 KM 3501214.1 | FX3821|---------------------------------------------------------------------| FX3821 FX3821 SUPERSEDED SURVEY CONTROL FX3821 FX3821 NAD 27 - 36 23 44.37910(N) 076 41 51.26893(W) AD( ) 2 FX3821 NGVD 29 (07/19/86) 10.3 (m) 34. (f) VERT ANG FX3821 FX3821.Superseded values are not recommended for survey control. FX3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3821.See file dsdata.txt to determine how the superseded data were derived. FX3821 FX3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4779229190(NAD 83) FX3821_MARKER: DE = TRAVERSE STATION DISK FX3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3821_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3821_STAMPING: ELMWOOD 1973 FX3821_MARK LOGO: NCGS FX3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3821+STABILITY: SURFACE MOTION FX3821 FX3821 HISTORY - Date Condition Report By FX3821 HISTORY - 1973 MONUMENTED NCGS FX3821 FX3821 STATION DESCRIPTION FX3821 FX3821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3821'ELMWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3821'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3821' FX3821'ELMWOOD IS LOCATED APPROXIMATELY 3.1 MILES EAST OF GATESVILLE, AND FX3821'5.8 MILES WSW OF SUNBURY. TO REACH STATION FROM THE INTERSECTION OF FX3821'NC 37 AND NC 137 IN GATESVILLE, PROCEED ESE ALONG NC 37 FOR 3.45 FX3821'MILES TO INTERSECTION WITH SR 1400 (NORTH) AND SR 1108 (SOUTH), FX3821'THENCE NORTH ALONG SR 1400 FOR 0.75 MILES TO STATION ON RIGHT IN A FX3821'CURVE, 1.25 MILES SOUTH OF INTERSECTION WITH SR 1401. FX3821'(NOTE--THIS MARK WAS NOT SET PLUMB.) FX3821' FX3821'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ELMWOOD FX3821'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FX3821'INCHES ABOVE THE SURFACE OF THE GROUND. FX3821' FX3821'MARK IS FX3821'25.4 FEET ESE OF C/L OF SR 1400. FX3821'9.1 FEET WNW OF 10 INCH OAK W/ALUMINUM REF. TAG. FX3821'48.9 FEET SSW OF 6 INCH WHITE OAK W/ALUMINUM REF. TAG. FX3821'141.3 FEET NNE OF PP W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2724 *********************************************************************** FX2724 DESIGNATION - ELNOR FX2724 PID - FX2724 FX2724 STATE/COUNTY- NC/GATES FX2724 USGS QUAD - GATESVILLE (1990) FX2724 FX2724 *CURRENT SURVEY CONTROL FX2724 ___________________________________________________________________ FX2724* NAD 83(1986)- 36 26 13.08346(N) 076 45 29.54420(W) ADJUSTED FX2724* NAVD 88 - 10.050 (meters) 32.97 (feet) ADJUSTED FX2724 ___________________________________________________________________ FX2724 LAPLACE CORR- -3.87 (seconds) DEFLEC99 FX2724 GEOID HEIGHT- -36.01 (meters) GEOID03 FX2724 DYNAMIC HT - 10.042 (meters) 32.95 (feet) COMP FX2724 MODELED GRAV- 979,845.9 (mgal) NAVD 88 FX2724 FX2724 HORZ ORDER - SECOND FX2724 VERT ORDER - SECOND CLASS II FX2724 FX2724.The North Carolina HARNS have been completed but, FX2724.due to contractual restrictions, coordinates for these stations FX2724.will NOT be published in the near future. In the interim, the FX2724.published coordinates in North Carolina will not be FX2724.consistent with the Continuously Operating Reference Stations FX2724.(CORS). The HARN coordinates for these stations are available FX2724.upon request. Contact Gary Thompson(919-733-3836). FX2724. FX2724.In addition, the published North Carolina positions FX2724.(NAD 83 (1986)) are NOT consistent with those determined in FX2724.adjacent state readjustments. The discontinuity between stations FX2724.located in North Carolina and those in adjacent states FX2724.which have been adjusted to the HARN may be as much as 5 FX2724.decimeters. This will result in a significant loss of accuracy FX2724.over lines crossing such state borders. FX2724 FX2724 FX2724.The horizontal coordinates were established by classical geodetic methods FX2724.and adjusted by the National Geodetic Survey in January 1991. FX2724 FX2724.The orthometric height was determined by differential leveling FX2724.and adjusted by the National Geodetic Survey in June 1991. FX2724 FX2724.The Laplace correction was computed from DEFLEC99 derived deflections. FX2724 FX2724.The geoid height was determined by GEOID03. FX2724 FX2724.The dynamic height is computed by dividing the NAVD 88 FX2724.geopotential number by the normal gravity value computed on the FX2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2724.degrees latitude (g = 980.6199 gals.). FX2724 FX2724.The modeled gravity was interpolated from observed gravity values. FX2724 FX2724; North East Units Scale Factor Converg. FX2724;SPC NC - 300,358.568 810,608.948 MT 1.00008667 +1 17 38.0 FX2724;SPC NC - 985,426.40 2,659,472.86 sFT 1.00008667 +1 17 38.0 FX2724;UTM 18 - 4,033,852.705 342,408.456 MT 0.99990599 -1 02 40.1 FX2724 FX2724! - Elev Factor x Scale Factor = Combined Factor FX2724!SPC NC - 1.00000407 x 1.00008667 = 1.00009074 FX2724!UTM 18 - 1.00000407 x 0.99990599 = 0.99991006 FX2724 FX2724 SUPERSEDED SURVEY CONTROL FX2724 FX2724 NGVD 29 (01/18/91) 10.44 (m) 34.3 (f) LEVELING 3 FX2724 FX2724.Superseded values are not recommended for survey control. FX2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2724.See file dsdata.txt to determine how the superseded data were derived. FX2724 FX2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4240833853(NAD 83) FX2724_MARKER: DE = TRAVERSE STATION DISK FX2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2724_SP_SET: CONCRETE POST FX2724_STAMPING: ELNOR 1980 FX2724_MARK LOGO: NCGS FX2724_PROJECTION: FLUSH FX2724_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2724+STABILITY: SURFACE MOTION FX2724 FX2724 HISTORY - Date Condition Report By FX2724 HISTORY - 1980 MONUMENTED NCGS FX2724 HISTORY - 1981 GOOD NCGS FX2724 HISTORY - 19970413 GOOD USPSQD FX2724 FX2724 STATION DESCRIPTION FX2724 FX2724'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2724'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTH OF GATESVILLE AND FX2724'3.5 MILES EAST-SOUTHEAST OF RODUCO. FX2724' FX2724'THE STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF US 158 FX2724'BYPASS WITH NC 37 AT ELEANORS CROSSROADS. FX2724' FX2724'STATION MARK IS A STANDARD DISK STAMPED---ELNOR 1980---SET IN TOP OF A FX2724'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 60.9 FX2724'FEET NORTH-NORTHEAST OF CENTERLINE OF US 158, 43.1 FEET EAST OF FX2724'CENTERLINE OF NC 37, 110.6 FEET WEST-NORTHWEST OF CENTER OF FX2724'RIGHT-OF-WAY MARKER AND 109.9 FEET SOUTH OF POWER POLE (P1744) WITH 3 FX2724'LARGE TRANSFORMERS AND WITH REFERENCE TAG. FX2724 FX2724 STATION RECOVERY (1981) FX2724 FX2724'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2724'2.3 MI NORTH FROM GATESVILLE. FX2724'IN THE NORTHEAST QUADRANT OF THE U.S. 158 BYPASS, N.C. 37 INTERSECTION FX2724'AT ELEANORS CROSSROADS NORTH OF GATESVILLE. 60.9 FEET NORTH-NORTHEAST FX2724'OF CENTERLINE OF U.S. 158, 43.1 FEET EAST OF CENTERLINE OF N.C. 37, FX2724'109.9 FEET SOUTH OF POWER POLE P1744 WITH 3 LARGE TRANSFORMERS AND FX2724'WITH REFERENCE TAG AND 110.6 FEET WEST-NORTHWEST OF CENTER OF TOP OF FX2724'CONCRETE RIGHT-OF-WAY MARKER. FX2724'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2724 FX2724 STATION RECOVERY (1997) FX2724 FX2724'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2724'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4052 *********************************************************************** FX4052 DESIGNATION - FENCE FX4052 PID - FX4052 FX4052 STATE/COUNTY- NC/GATES FX4052 USGS QUAD - WHALEYVILLE (1981) FX4052 FX4052 *CURRENT SURVEY CONTROL FX4052 ___________________________________________________________________ FX4052* NAD 83(1986)- 36 30 26.01758(N) 076 43 35.31588(W) ADJUSTED FX4052* NAVD 88 - 19.5 (meters) 64. (feet) VERTCON FX4052 ___________________________________________________________________ FX4052 LAPLACE CORR- -3.89 (seconds) DEFLEC99 FX4052 GEOID HEIGHT- -36.04 (meters) GEOID03 FX4052 FX4052 HORZ ORDER - SECOND FX4052 FX4052.The North Carolina HARNS have been completed but, FX4052.due to contractual restrictions, coordinates for these stations FX4052.will NOT be published in the near future. In the interim, the FX4052.published coordinates in North Carolina will not be FX4052.consistent with the Continuously Operating Reference Stations FX4052.(CORS). The HARN coordinates for these stations are available FX4052.upon request. Contact Gary Thompson(919-733-3836). FX4052. FX4052.In addition, the published North Carolina positions FX4052.(NAD 83 (1986)) are NOT consistent with those determined in FX4052.adjacent state readjustments. The discontinuity between stations FX4052.located in North Carolina and those in adjacent states FX4052.which have been adjusted to the HARN may be as much as 5 FX4052.decimeters. This will result in a significant loss of accuracy FX4052.over lines crossing such state borders. FX4052 FX4052 FX4052.The horizontal coordinates were established by classical geodetic methods FX4052.and adjusted by the National Geodetic Survey in July 1986. FX4052 FX4052.The NAVD 88 height was computed by applying the VERTCON shift value to FX4052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4052 FX4052.The Laplace correction was computed from DEFLEC99 derived deflections. FX4052 FX4052.The geoid height was determined by GEOID03. FX4052 FX4052; North East Units Scale Factor Converg. FX4052;SPC NC - 308,218.541 813,274.933 MT 1.00011288 +1 18 44.0 FX4052;SPC NC - 1,011,213.66 2,668,219.51 sFT 1.00011288 +1 18 44.0 FX4052;UTM 18 - 4,041,595.784 345,392.401 MT 0.99989451 -1 01 38.4 FX4052 FX4052! - Elev Factor x Scale Factor = Combined Factor FX4052!SPC NC - 1.00000260 x 1.00011288 = 1.00011548 FX4052!UTM 18 - 1.00000260 x 0.99989451 = 0.99989711 FX4052 FX4052: Primary Azimuth Mark Grid Az FX4052:SPC NC - BOONE 070 21 48.0 FX4052:UTM 18 - BOONE 072 42 10.4 FX4052 FX4052|---------------------------------------------------------------------| FX4052| PID Reference Object Distance Geod. Az | FX4052| dddmmss.s | FX4052| FX4053 BOONE APPROX. 0.6 KM 0714032.0 | FX4052| FX4055 WILLEYTON 450.600 METERS 2530013.5 | FX4052|---------------------------------------------------------------------| FX4052 FX4052 SUPERSEDED SURVEY CONTROL FX4052 FX4052 NAD 27 - 36 30 25.46563(N) 076 43 36.47550(W) AD( ) 2 FX4052 NGVD 29 (07/19/86) 19.9 (m) 65. (f) VERT ANG FX4052 FX4052.Superseded values are not recommended for survey control. FX4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4052.See file dsdata.txt to determine how the superseded data were derived. FX4052 FX4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4539241596(NAD 83) FX4052_MARKER: DE = TRAVERSE STATION DISK FX4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4052_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX4052_STAMPING: FENCE 1973 FX4052_MARK LOGO: NCGS FX4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4052+STABILITY: SURFACE MOTION FX4052 FX4052 HISTORY - Date Condition Report By FX4052 HISTORY - 1973 MONUMENTED NCGS FX4052 HISTORY - 1980 GOOD NCGS FX4052 FX4052 STATION DESCRIPTION FX4052 FX4052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX4052'FENCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX4052'VICINITY OF GATES, NORTH CAROLINA. FX4052' FX4052'FENCE IS LOCATED APPROXIMATELY 2.4 MILES EAST OF GATES, AND 7.3 MILES FX4052'NORTH OF GATESVILLE. TO REACH STATION FROM THE OFFSET INTERSECTION FX4052'OF SR 1300 WITH SR 1304 (AT WILLEYTON SIGN), 2.0 MILES EAST OF GATES, FX4052'PROCEED ENE ALONG SR 1304 FOR 0.4 MILES TO STATION ON LEFT AT SW FX4052'CORNER OF WHITE WOODEN FENCE, AND AT SE CORNER OF YARD OF A FX4052'WHITE FRAME HOUSE. FX4052' FX4052'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FENCE FX4052'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX4052'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. FX4052' FX4052'MARK IS FX4052'18.5 FEET NNW OF C/L OF SR 1304. FX4052'31.5 FEET SSE OF SE CORNER OF HOUSE. FX4052'4.4 FEET WSW OF SW CORNER FENCE POST. FX4052'13.0 FEET SSE OF POWER SERVICE POLE W/ALUMINUM REF. TAG. FX4052 FX4052 STATION RECOVERY (1980) FX4052 FX4052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX4052'STATION WAS RECOVERD IN GOOD CONDITION AS DESCRIBED, BUT SOME DAMAGE FX4052'HAS BEEN DONE WHEN MONUMENT WAS HIT ON SOUTH SIDE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5259 *********************************************************************** FX5259 DESIGNATION - FINE FX5259 PID - FX5259 FX5259 STATE/COUNTY- NC/GATES FX5259 USGS QUAD - GATES (1967) FX5259 FX5259 *CURRENT SURVEY CONTROL FX5259 ___________________________________________________________________ FX5259* NAD 83(1986)- 36 32 21.71997(N) 076 45 55.08167(W) ADJUSTED FX5259* NAVD 88 - 21.2 (meters) 70. (feet) VERTCON FX5259 ___________________________________________________________________ FX5259 LAPLACE CORR- -3.65 (seconds) DEFLEC99 FX5259 GEOID HEIGHT- -35.94 (meters) GEOID03 FX5259 FX5259 HORZ ORDER - SECOND FX5259 FX5259.The North Carolina HARNS have been completed but, FX5259.due to contractual restrictions, coordinates for these stations FX5259.will NOT be published in the near future. In the interim, the FX5259.published coordinates in North Carolina will not be FX5259.consistent with the Continuously Operating Reference Stations FX5259.(CORS). The HARN coordinates for these stations are available FX5259.upon request. Contact Gary Thompson(919-733-3836). FX5259. FX5259.In addition, the published North Carolina positions FX5259.(NAD 83 (1986)) are NOT consistent with those determined in FX5259.adjacent state readjustments. The discontinuity between stations FX5259.located in North Carolina and those in adjacent states FX5259.which have been adjusted to the HARN may be as much as 5 FX5259.decimeters. This will result in a significant loss of accuracy FX5259.over lines crossing such state borders. FX5259 FX5259 FX5259.The horizontal coordinates were established by classical geodetic methods FX5259.and adjusted by the National Geodetic Survey in January 1991. FX5259 FX5259.The NAVD 88 height was computed by applying the VERTCON shift value to FX5259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5259 FX5259.The Laplace correction was computed from DEFLEC99 derived deflections. FX5259 FX5259.The geoid height was determined by GEOID03. FX5259 FX5259; North East Units Scale Factor Converg. FX5259;SPC NC - 311,705.572 809,717.201 MT 1.00012537 +1 17 23.3 FX5259;SPC NC - 1,022,654.03 2,656,547.18 sFT 1.00012537 +1 17 23.3 FX5259;UTM 18 - 4,045,224.393 341,980.771 MT 0.99990765 -1 03 04.4 FX5259 FX5259! - Elev Factor x Scale Factor = Combined Factor FX5259!SPC NC - 1.00000232 x 1.00012537 = 1.00012769 FX5259!UTM 18 - 1.00000232 x 0.99990765 = 0.99990997 FX5259 FX5259 SUPERSEDED SURVEY CONTROL FX5259 FX5259 NGVD 29 (01/18/91) 21.6 (m) 71. (f) VERT ANG FX5259 FX5259.Superseded values are not recommended for survey control. FX5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5259.See file dsdata.txt to determine how the superseded data were derived. FX5259 FX5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4198145224(NAD 83) FX5259_MARKER: DE = TRAVERSE STATION DISK FX5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5259_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5259_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5259+STABILITY: SURFACE MOTION FX5259 FX5259 HISTORY - Date Condition Report By FX5259 HISTORY - 1980 MONUMENTED NCGS FX5259 HISTORY - 19970104 MARK NOT FOUND USPSQD FX5259 FX5259 STATION DESCRIPTION FX5259 FX5259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5259'STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF GATES AND 5.8 FX5259'MILES NORTH-NORTHEAST OF RODUCO. FX5259' FX5259'TO REACH STATION FROM THE US 13 INTERSECTION WITH NORTH CAROLINA AND FX5259'VIRGINIA STATE LINE, PROCEED SOUTHWESTERLY ALONG US 13 FOR 1.0 MILE TO FX5259'STATION ON RIGHT ON PROLONGATION OF CENTERLINE OF NC 37. FX5259' FX5259'STATION MARK IS A STANDARD DISK STAMPED---FINE 1980---SET IN TOP OF A FX5259'9 INCH CONCRETE CYLINDER 4 INCHES BELOW GROUND SURFACE. MARK IS 15.4 FX5259'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 124.3 FEET NORTH-NORTHEAST OF FX5259'CENTER OF STORM DRAIN, 292.0 FEET NORTHEAST OF TELEPHONE PEDESTAL, 5.4 FX5259'FEET NORTH-NORTHEAST OF METAL SIGN POST AND 70.9 FEET SOUTHEAST OF FX5259'HIGHWAY SIGN POST WITH REFERENCE TAG. FX5259 FX5259 STATION RECOVERY (1997) FX5259 FX5259'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5259'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3915 *********************************************************************** FX3915 DESIGNATION - FLAG FX3915 PID - FX3915 FX3915 STATE/COUNTY- NC/GATES FX3915 USGS QUAD - HARRELLSVILLE (1982) FX3915 FX3915 *CURRENT SURVEY CONTROL FX3915 ___________________________________________________________________ FX3915* NAD 83(1986)- 36 21 02.49542(N) 076 45 18.34441(W) ADJUSTED FX3915* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3915 ___________________________________________________________________ FX3915 LAPLACE CORR- -4.54 (seconds) DEFLEC99 FX3915 GEOID HEIGHT- -36.06 (meters) GEOID03 FX3915 FX3915 HORZ ORDER - THIRD FX3915 FX3915.The North Carolina HARNS have been completed but, FX3915.due to contractual restrictions, coordinates for these stations FX3915.will NOT be published in the near future. In the interim, the FX3915.published coordinates in North Carolina will not be FX3915.consistent with the Continuously Operating Reference Stations FX3915.(CORS). The HARN coordinates for these stations are available FX3915.upon request. Contact Gary Thompson(919-733-3836). FX3915. FX3915.In addition, the published North Carolina positions FX3915.(NAD 83 (1986)) are NOT consistent with those determined in FX3915.adjacent state readjustments. The discontinuity between stations FX3915.located in North Carolina and those in adjacent states FX3915.which have been adjusted to the HARN may be as much as 5 FX3915.decimeters. This will result in a significant loss of accuracy FX3915.over lines crossing such state borders. FX3915 FX3915 FX3915.The horizontal coordinates were established by classical geodetic methods FX3915.and adjusted by the National Geodetic Survey in July 1986. FX3915 FX3915.The orthometric height was scaled from a topographic map. FX3915 FX3915.The Laplace correction was computed from DEFLEC99 derived deflections. FX3915 FX3915.The geoid height was determined by GEOID03. FX3915 FX3915; North East Units Scale Factor Converg. FX3915;SPC NC - 290,793.077 811,104.343 MT 1.00005656 +1 17 44.5 FX3915;SPC NC - 954,043.62 2,661,098.17 sFT 1.00005656 +1 17 44.5 FX3915;UTM 18 - 4,024,276.556 342,513.322 MT 0.99990559 -1 02 25.8 FX3915 FX3915! - Elev Factor x Scale Factor = Combined Factor FX3915!SPC NC - 1.00000571 x 1.00005656 = 1.00006227 FX3915!UTM 18 - 1.00000571 x 0.99990559 = 0.99991130 FX3915 FX3915 SUPERSEDED SURVEY CONTROL FX3915 FX3915 NAD 27 - 36 21 01.93000(N) 076 45 19.49000(W) AD( ) 3 FX3915 FX3915.Superseded values are not recommended for survey control. FX3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3915.See file dsdata.txt to determine how the superseded data were derived. FX3915 FX3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4251324277(NAD 83) FX3915_MARKER: Z = SEE DESCRIPTION FX3915_SETTING: 0 = UNSPECIFIED SETTING FX3915_MARK LOGO: CGS FX3915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3915 FX3915 HISTORY - Date Condition Report By FX3915 HISTORY - 1932 MONUMENTED CGS FX3915 HISTORY - 1963 MARK NOT FOUND CGS FX3915 FX3915 STATION DESCRIPTION FX3915 FX3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3915'ON EAST BANK OF CHOWAN RIVER, IN THE SOUTHERN PART OF A LARGE FX3915'BIGHT OPPOSITE MARSHY GROUND ENTRANCE TO WICCACON CREEK, ON THE FX3915'OFFSHORE KNEES OF 24 INCH CYPRESS STANDING ABOUT 10 METERS (33 FX3915'FEET) FROM MAIN RIVER BANK MARKED BY THE EDGE OF CYPRESS TREES. FX3915'STATION IS MARKED BY A 3/4 INCH LAG SCREW WITH SQUARE TOP DRIVEN FX3915'FLUSH (VERTICALLY) IN SLOPING SURFACE OF THE BASE OF TREE ABOUT 12 FX3915'INCHES ABOVE WATER LEVEL. A BLAZE (10 INCHES ON A SIDE) WAS CUT FX3915'AROUND THE LAG SCREW DRIVEN INTO CENTER OF BLAZE. WITNESS MARK IS FX3915'A 3/4 INCH LAG SCREW AT CENTER OF BLAZE IN SAME TREE ABOUT 5 FEET FX3915'ABOVE STATION MARK AND 0.770 METER (HORIZONTAL DISTANCE), OR 2.53 FX3915'FEET, FROM STATION IN BEARING N 62 DEG 30 MIN E. FX3915 FX3915 STATION RECOVERY (1963) FX3915 FX3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3915'STATION SEARCHED FOR BUT WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3826 *********************************************************************** FX3826 DESIGNATION - FLAT FX3826 PID - FX3826 FX3826 STATE/COUNTY- NC/GATES FX3826 USGS QUAD - MERCHANTS MILLPOND (1981) FX3826 FX3826 *CURRENT SURVEY CONTROL FX3826 ___________________________________________________________________ FX3826* NAD 83(1986)- 36 24 34.98986(N) 076 42 00.79205(W) ADJUSTED FX3826* NAVD 88 - 10.5 (meters) 34. (feet) VERTCON FX3826 ___________________________________________________________________ FX3826 LAPLACE CORR- -3.98 (seconds) DEFLEC99 FX3826 GEOID HEIGHT- -36.16 (meters) GEOID03 FX3826 FX3826 HORZ ORDER - SECOND FX3826 FX3826.The North Carolina HARNS have been completed but, FX3826.due to contractual restrictions, coordinates for these stations FX3826.will NOT be published in the near future. In the interim, the FX3826.published coordinates in North Carolina will not be FX3826.consistent with the Continuously Operating Reference Stations FX3826.(CORS). The HARN coordinates for these stations are available FX3826.upon request. Contact Gary Thompson(919-733-3836). FX3826. FX3826.In addition, the published North Carolina positions FX3826.(NAD 83 (1986)) are NOT consistent with those determined in FX3826.adjacent state readjustments. The discontinuity between stations FX3826.located in North Carolina and those in adjacent states FX3826.which have been adjusted to the HARN may be as much as 5 FX3826.decimeters. This will result in a significant loss of accuracy FX3826.over lines crossing such state borders. FX3826 FX3826 FX3826.The horizontal coordinates were established by classical geodetic methods FX3826.and adjusted by the National Geodetic Survey in July 1986. FX3826 FX3826.The NAVD 88 height was computed by applying the VERTCON shift value to FX3826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3826 FX3826.The Laplace correction was computed from DEFLEC99 derived deflections. FX3826 FX3826.The geoid height was determined by GEOID03. FX3826 FX3826; North East Units Scale Factor Converg. FX3826;SPC NC - 297,454.415 815,877.386 MT 1.00007691 +1 19 38.5 FX3826;SPC NC - 975,898.36 2,676,757.72 sFT 1.00007691 +1 19 38.5 FX3826;UTM 18 - 4,030,736.666 347,553.105 MT 0.99988634 -1 00 33.7 FX3826 FX3826! - Elev Factor x Scale Factor = Combined Factor FX3826!SPC NC - 1.00000402 x 1.00007691 = 1.00008093 FX3826!UTM 18 - 1.00000402 x 0.99988634 = 0.99989036 FX3826 FX3826: Primary Azimuth Mark Grid Az FX3826:SPC NC - KNIGHT 355 42 16.1 FX3826:UTM 18 - KNIGHT 358 02 28.3 FX3826 FX3826|---------------------------------------------------------------------| FX3826| PID Reference Object Distance Geod. Az | FX3826| dddmmss.s | FX3826| FX3825 KNIGHT APPROX. 0.8 KM 3570154.6 | FX3826|---------------------------------------------------------------------| FX3826 FX3826 SUPERSEDED SURVEY CONTROL FX3826 FX3826 NAD 27 - 36 24 34.42897(N) 076 42 01.95853(W) AD( ) 2 FX3826 NGVD 29 (07/19/86) 10.9 (m) 36. (f) VERT ANG FX3826 FX3826.Superseded values are not recommended for survey control. FX3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3826.See file dsdata.txt to determine how the superseded data were derived. FX3826 FX3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4755330737(NAD 83) FX3826_MARKER: DE = TRAVERSE STATION DISK FX3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3826_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3826_STAMPING: FLAT 1973 FX3826_MARK LOGO: NCGS FX3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3826+STABILITY: SURFACE MOTION FX3826 FX3826 HISTORY - Date Condition Report By FX3826 HISTORY - 1973 MONUMENTED NCGS FX3826 FX3826 STATION DESCRIPTION FX3826 FX3826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3826'FLAT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3826'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3826' FX3826'FLAT IS LOCATED APPROXIMATELY 2.9 MILES EAST OF GATESVILLE, AND 5.6 FX3826'MILES WSW OF SUNBURY. TO REACH STATION FROM THE INTERSECTION OF NC FX3826'37 AND NC 137 IN GATESVILLE, PROCEED ESE ALONG NC 37 FOR 3.45 MILES FX3826'TO INTERSECTION WITH SR 1400 (NORTH) AND SR 1108 (SOUTH), THENCE FX3826'NORTH ALONG SR 1400 FOR 1.75 MILES TO STATION ON LEFT SHOULDER, 0.25 FX3826'MILES SOUTH OF INTERSECTION WITH SR 1401. FX3826' FX3826'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FLAT FX3826'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 FX3826'INCHES BELOW THE SURFACE OF THE GROUND. FX3826' FX3826'MARK IS FX3826'11.3 FEET W OF C/L OF SR 1400. FX3826'50.7 FEET SSE OF 6 INCH MAPLE W/ALUMINUM REF. TAG. FX3826'13.9 FEET E OF 23 INCH PINE W/ALUMINUM REF. TAG. FX3826'54.2 FEET SE OF PP W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4062 *********************************************************************** FX4062 DESIGNATION - FREEMAN FX4062 PID - FX4062 FX4062 STATE/COUNTY- NC/GATES FX4062 USGS QUAD - GATES (1967) FX4062 FX4062 *CURRENT SURVEY CONTROL FX4062 ___________________________________________________________________ FX4062* NAD 83(1986)- 36 33 02.66382(N) 076 45 19.37493(W) ADJUSTED FX4062* NAVD 88 - 16.59 (+/-2cm) 54.4 (feet) VERTCON FX4062 ___________________________________________________________________ FX4062 LAPLACE CORR- -3.88 (seconds) DEFLEC99 FX4062 GEOID HEIGHT- -35.95 (meters) GEOID03 FX4062 FX4062 HORZ ORDER - FIRST FX4062 VERT ORDER - THIRD ? (See Below) FX4062 FX4062.The North Carolina HARNS have been completed but, FX4062.due to contractual restrictions, coordinates for these stations FX4062.will NOT be published in the near future. In the interim, the FX4062.published coordinates in North Carolina will not be FX4062.consistent with the Continuously Operating Reference Stations FX4062.(CORS). The HARN coordinates for these stations are available FX4062.upon request. Contact Gary Thompson(919-733-3836). FX4062. FX4062.In addition, the published North Carolina positions FX4062.(NAD 83 (1986)) are NOT consistent with those determined in FX4062.adjacent state readjustments. The discontinuity between stations FX4062.located in North Carolina and those in adjacent states FX4062.which have been adjusted to the HARN may be as much as 5 FX4062.decimeters. This will result in a significant loss of accuracy FX4062.over lines crossing such state borders. FX4062 FX4062 FX4062.The horizontal coordinates were established by classical geodetic methods FX4062.and adjusted by the National Geodetic Survey in July 1986. FX4062 FX4062.The NAVD 88 height was computed by applying the VERTCON shift value to FX4062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4062.The vertical order pertains to the NGVD 29 superseded value. FX4062 FX4062.The Laplace correction was computed from DEFLEC99 derived deflections. FX4062 FX4062.The geoid height was determined by GEOID03. FX4062 FX4062; North East Units Scale Factor Converg. FX4062;SPC NC - 312,987.534 810,576.711 MT 1.00012987 +1 17 43.9 FX4062;SPC NC - 1,026,859.93 2,659,367.09 sFT 1.00012987 +1 17 43.9 FX4062;UTM 18 - 4,046,469.899 342,891.727 MT 0.99990411 -1 02 44.2 FX4062 FX4062! - Elev Factor x Scale Factor = Combined Factor FX4062!SPC NC - 1.00000304 x 1.00012987 = 1.00013291 FX4062!UTM 18 - 1.00000304 x 0.99990411 = 0.99990715 FX4062 FX4062: Primary Azimuth Mark Grid Az FX4062:SPC NC - MORGAN 025 14 10.3 FX4062:UTM 18 - MORGAN 027 34 38.4 FX4062 FX4062|---------------------------------------------------------------------| FX4062| PID Reference Object Distance Geod. Az | FX4062| dddmmss.s | FX4062| FX4779 FREEMAN RM 1 54.925 METERS 00850 | FX4062| FX4782 FREEMAN RM 4 18.168 METERS 00959 | FX4062| FX4057 MORGAN APPROX.10.7 KM 0263154.2 | FX4062| FX4061 BOUNDARY MON 20 NC VA 18.956 METERS 09319 | FX4062| FX4780 FREEMAN RM 2 32.934 METERS 14955 | FX4062| FX4781 FREEMAN RM 3 AZIMUTH 1895538.8 | FX4062| FX5302 MOVE 324.870 METERS 19542 | FX4062|---------------------------------------------------------------------| FX4062 FX4062 SUPERSEDED SURVEY CONTROL FX4062 FX4062 NAD 27 - 36 33 02.11700(N) 076 45 20.53100(W) AD( ) 1 FX4062 NGVD 29 (01/18/91) 17.01 (m) 55.8 (f) LEVELING 3 FX4062 FX4062.Superseded values are not recommended for survey control. FX4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4062.See file dsdata.txt to determine how the superseded data were derived. FX4062 FX4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4289246470(NAD 83) FX4062_MARKER: DS = TRIANGULATION STATION DISK FX4062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX4062_STAMPING: FREEMAN 1933 FX4062_MARK LOGO: CGS FX4062_MAGNETIC: O = OTHER; SEE DESCRIPTION FX4062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4062+STABILITY: SURFACE MOTION FX4062 FX4062 HISTORY - Date Condition Report By FX4062 HISTORY - 1933 MONUMENTED CGS FX4062 HISTORY - 1936 POOR USGS FX4062 HISTORY - 1960 GOOD NCGS FX4062 HISTORY - 1980 GOOD NGS FX4062 HISTORY - 1980 GOOD NCGS FX4062 HISTORY - 19891114 GOOD NCGS FX4062 HISTORY - 19970104 GOOD USPSQD FX4062 FX4062 STATION DESCRIPTION FX4062 FX4062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX4062'STATION IS ABOUT 3-1/2 MILES A LITTLE EAST OF NORTH OF GATES, 5 MILES FX4062'SOUTHWEST OF WHALEYVILLE, AND 2 MILES WEST-NORTHWEST OF DRUMHILL, ON FX4062'VIRGINIA-NORTH CAROLINA STATE LINE, ON THE E.J. FREEMAN ESTATE. FX4062' FX4062'TO REACH FROM ROAD JUNCTION ABOUT ONE-FOURTH MILE NORTH OF FX4062'GATESVILLE, GO NORTHWEST TOWARDS WINTON 1.25 MILES ON ROUTE 30, TAKE FX4062'RIGHT DIRT FORK (ROUTE 321), FOLLOW 5-1/2 MILES TO FANNYS STORE AT FX4062'GATES, AND CONTINUE NORTH 3.5 MILES ON ROUTE 312 (WHALEYVILLE ROAD) FX4062'OR 0.2 MILE BEYOND T-ROAD ON RIGHT WITH ARROW DRUMHILL 2 MILES TO FX4062'STATION SITE AT STATE LINE. TO REACH FROM WHALEYVILLE, GO FX4062'SOUTHWEST 4.2 MILES ON VIRGINIA ROUTE 506, FOLLOW LEFT AT ARROW FX4062'POINTING DIRECTION TO GATESVILLE, AND CONTINUE 1.4 MILES OR 0.7 MILE FX4062'BEYOND T-ROAD ON LEFT TO STATION SITE AT STATE LINE. STATION IS IN FX4062'CULTIVATED FIELD DIRECTLY ACROSS ROAD FROM MRS. E. V. FREEMANS FX4062'HOUSE, 8 PACES NORTH OF SOUTH SIDE EXTENDED OF HOUSE, 12 PACES FX4062'NORTH-NORTHWEST OF WEST LEG OF NORTH CAROLINA STATE-LINE FX4062'SPEED-LAW SIGN, 16 PACES NORTH OF NORTH GATEPOST, 10 FEET WEST OF FX4062'WIRE FENCE, 57 FEET WEST OF SIGN VIRGINIA STATE LINE, 37 FEET WEST FX4062'OF CENTER LINE OF DIRT ROAD, 61.5 FEET SOUTHWEST OF MAIL BOX, FX4062'56.5 FEET SOUTH OF 6-INCH PERSIMMON TREE, 86.5 FEET WEST-SOUTHWEST OF FX4062'MOST NORTHERLY SYCAMORE TREE, 91 FEET WEST-NORTHWEST OF SOUTHERLY FX4062'SYCAMORE TREE, 82 FEET WEST OF LARGE ELM TREE, AND 62.19 FEET WEST FX4062'OF STATE-LINE BOUNDARY MONUMENT NO. 20. THIS STONE IS MARKED-- FX4062'NORTH SIDE, VA. SOUTH SIDE, N.C. WEST SIDE, 1887. AND EAST SIDE, FX4062'NO.20. FX4062' FX4062'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION FX4062'MARKS IN CONCRETE. UPPER MARK IS 1 FOOT BELOW GROUND. REFERENCE FX4062'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. FX4062' FX4062'REFERENCE MARK NO. 1 FX4062'IS IN SOUTHEAST CORNER OF PASTURE, 1.7 FEET WEST OF FENCE, 7 FEET FX4062'SOUTH-SOUTHWEST OF GATEPOST, 21 FEET WEST OF CENTER LINE OF ROAD, FX4062'29 FEET EAST-SOUTHEAST OF CEDAR TREE, 45.5 FEET WEST-SOUTHWEST OF FX4062'14-INCH WALNUT TREE, AND 180.2 FEET FROM STATION N 8 DEG 50 MIN E. FX4062' FX4062'REFERENCE MARK NO. 2 IS 8 PACES EAST OF CENTER LINE OF ROAD, 8 PACES FX4062'SOUTH OF NORTHWEST CORNER OF CULTIVATED FIELD, 8 INCHES WEST OF FX4062'WIRE FENCE, 90.3 FEET SOUTH OF BOUNDARY MONUMENT, 76 FEET FX4062'SOUTHEAST OF WEST LEG OF NORTH CAROLINA STATE-LINE SPEED-LAW FX4062'SIGN, 16 PACES SOUTH OF AND 8 PACES WEST OF SOUTHERLY SYCAMORE FX4062'TREE, 15 PACES EAST-NORTHEAST OF LOAD LIMIT SIGN, AND 108.12 FEET FX4062'FROM STATION S 30 DEG 04 MIN E. FX4062' FX4062'REFERENCE MARK NO. 3 IS 18 PACES FX4062'SOUTHEAST OF INTERSECTION OF DIRT ROADS, 2 PACES NORTH OF SIGN FX4062'DRUMHILL 2 MILES, AND APPROXIMATELY 0.15 MILE FROM STATION FX4062'S 9 DEG 55 MIN W. FX4062' FX4062'STATE BOUNDARY MONUMENT NO. 20 IS 62.19 FEET FX4062'FROM STATION S 86 DEG 41 MIN E. FX4062 FX4062 STATION RECOVERY (1936) FX4062 FX4062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 FX4062'ROAD DITCHING OPERATIONS HAVE LEFT BOTH THE N REFERENCE MARK AND THE FX4062'STATION MARK IN A PRECARIOUS CONDITION. BY OUTTING THE DITCH THE FX4062'POSTS HAVE BEEN EXPOSED DOWN TO THEIR FULL DEPTH, AND WILL SOON FX4062'TOPPLE OVER INTO THE DITCH. FX4062 FX4062 STATION RECOVERY (1960) FX4062 FX4062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1960 (JCE) FX4062'STATION MARK, REFERENCE MARK NO. 2 AND THE VIRGINIA-NORTH CAROLINA FX4062'BOUNDARY MONUMENT NO. 20 WAS RECOVERED IN GOOD CONDITION. REFERENCE FX4062'MARK NO. 1 WAS FOUND DESTROYED BY HIGHWAY EQUIPMENT. REFERENCE FX4062'MARK NO. 3 WAS SEARCHED FOR BUT NOT RECOVERED. IT IS BELIEVED TO FX4062'HAVE BEEN DESTROYED BY HIGHWAY EQUIPMENT WHEN THE INTERSECTION WAS FX4062'WIDENED. A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED AT FX4062'THE INTERSECTION OF U. S. HIGHWAY 13 AND THE FX4062'VIRGINIA-NORTH CAROLINA STATE LINE ABOUT 3 MILES NORTH OF GATES, FX4062'NORTH CAROLINA AND ABOUT 5 MILES SOUTHWEST OF WHALEYVILLE, FX4062'VIRGINIA ON LAND OWNED BY E. J. FREEMAN. IT IS 41.5 FEET FX4062'NORTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED BUILDING, 36.9 FX4062'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 63.8 FEET FX4062'SOUTH OF TELEPHONE POLE NO. 225, 34 FEET WEST OF THE CENTER OF U. S. FX4062'HIGHWAY 13 AND 11.5 FEET NORTHWEST OF A 10 INCH CEDAR TREE. THE FX4062'MARK IS ABOUT 15 INCHES UNDERGROUND AND THE DISK IS STAMPED FX4062'FREEMAN 1933. FX4062' FX4062'REFERENCE MARK NO. 2 IS 53 FEET SOUTHWEST OF A 24 INCH SYCAMORE TREE, FX4062'41 FEET SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO MR. FREEMANS FX4062'HOUSE, 24 FEET EAST OF THE CENTER OF THE HIGHWAY AND 22 FEET SOUTH FX4062'OF THE CORNER OF THE CULTIVATED FIELD. THE MARK IS FLUSH WITH THE FX4062'GROUND AND THE DISK IS STAMPED FREEMAN NO 2 1933. FX4062' FX4062'REFERENCE MARK NO. 4 IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY, FX4062'4 FEET SOUTH OF TEL. POLE NO. 225 AND 1.0 FEET WEST OF A CGS WITNESS FX4062'SIGN. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FX4062'FREEMAN NO 4 1933. FX4062 FX4062 STATION RECOVERY (1980) FX4062 FX4062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HDM) FX4062'THE STATION MARK, REFERENCE MARK 4, AND BOUNDARY MONUMENT 20 WERE FX4062'RECOVERED IN GOOD CONDITION. REFERENCE MARK 2 WAS RECOVERED IN GOOD FX4062'CONDITION, BUT WAS LEANING SLIGHTLY TO THE NORTHWEST. REFERENCE MARK FX4062'1 AND REFERENCE MARK 3 WERE NOT FOUND, THEY HAVE PROBABLY BEEN FX4062'DESTROYED BY ROAD INPROVEMENTS. THE ANGLE BETWEEN REFERENCE MARK 4 FX4062'AND THE BOUNDARY MONUMENT WAS FOUND TO BE 54 SECONDS LESS THAN THE FX4062'1960 OBSERVATION. THE ANGLE BETWEEN REFERENCE MARK 2 AND THE FX4062'BOUNDARY MONUMENT WAS FOUND TO BE 8 MINUTES MORE THAN THE 1933 FX4062'OBSERVATION. THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE FX4062'CORRECT, THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.05 FEET FX4062'LONGER, AND THE DISTANCE TO BOUNDARY MONUMENT 20 WAS FOUND TO BE 0.05 FX4062'FEET SHORTER. FX4062' FX4062'A COMPLETE NEW DESCRIPTION FOLLOWS. FX4062' FX4062'THE STATION IS ABOUT 2 MILES NORTHWEST OF DRUM HILL, 3.3 MILES FX4062'NORTH OF GATES, 7 MILES NORTHEAST OF RODUCO, AND AT THE FX4062'N.C. - VIRGINIA STATE LINE ON HIGHWAY RIGHT-OF-WAY. FX4062' FX4062'TO REACH STATION FROM THE POST OFFICE IN RODUCO, N.C., PROCEED FX4062'WESTERLY ALONG U.S. HIGHWAY 158 FOR 2.75 MILES TO THE INTERSECTION FX4062'WITH U.S. HIGHWAY 13, TURN RIGHT AND PROCEED NORTHEAST ALONG FX4062'U.S. HIGHWAY 13 FOR 8.05 MILES TO THE INTERSECTION WITH NC 37, FX4062'CONTINUE NORTHEAST ALONG U.S. 13 FOR 0.8 MILES TO THE INTERSECTION FX4062'WITH SR 1300, AND NCGS STATION---MOVE 1980---IN THE NORTHEAST FX4062'QUADRANT, CONTINUE NORTHERLY ALONG U.S. 13 FOR 0.15 MILES TO STATION FX4062'ON THE LEFT. FX4062' FX4062'STATION MARKS ARE STANDARD DISKS. THE SURFACE MARK IS FX4062'STAMPED---FREEMAN 1933---SET IN THE TOP OF A 12-INCH SQUARE FX4062'CONCRETE POST THAT IS 19 INCHES BELOW THE SURFACE OF THE GROUND. THE FX4062'SUB-SURFACE MARK WAS NOT INSPECTED. THEY ARE 12.0 FEET WEST-NORTHWEST FX4062'A METAL WITNESS POST, 11.5 FEET NORTHWEST OF AN 18-INCH CEDAR WITH FX4062'AN ALUMINUM REFERENCE TAG, 35.7 FEET WEST-NORTHWEST OF THE CENERLINE FX4062'OF U.S. 13, 36.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TWO FX4062'STORY FRAME BUILDING, 41.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF FX4062'THE BUILDING, AND 91.2 FEET SOUTH-SOUTHWEST OF HISTORICAL MARKER FX4062'POST Z 274. FX4062' FX4062'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---FREEMAN NO 4 1933--- FX4062'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES FX4062'ABOVE THE SURFACE OF THE GROUND. IT IS 0.7 FEET NORTH OF A METAL FX4062'WITNESS POST, 4.9 FEET SOUTH OF A POWER POLE WITH AN ALUMINUM FX4062'REFERENCE TAG, 5.1 FEET SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX, FX4062'29.5 FEET WEST OF THE CENTERLINE OF U.S. 13, 31.5 FEET SOUTH-SOUTHWEST FX4062'OF HISTORICAL MARKER POST Z 274, AND ABOUT THE SAME ELEVATION AS THE FX4062'STATION MARK. FX4062' FX4062'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---FREEMAN NO 2 1933--- FX4062'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES FX4062'ABOVE THE SURFACE OF THE GROUND. IT IS 25.0 FEET EAST OF THE FX4062'CENTERLINE OF U.S. 13, 34.7 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, FX4062'38.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 55.5 FEET FX4062'SOUTH-SOUTHWEST OF A 24 INCH SYCAMORE TREE, AND ABOUT THE SAME FX4062'ELEVATION AS THE STATION MARK. FX4062' FX4062'NORTH CAROLINA - VIRGINIA BOUNDARY MONUMENT 20 IS A GRANITE POST FX4062'PROJECTING 24 INCHES ABOVE THE SURFACE OF THE GROUND WITH A CHISELED FX4062'CROSS ON TOP, 1887 ON THE WEST SIDE, N C ON THE SOUTH SIDE, V A ON FX4062'THE NORTH SIDE, AND N 20 ON THE EAST SIDE. IT IS 27.0 EAST OF THE FX4062'CENTERLINE OF U.S. 13, 34.0 FEET SOUTHWEST OF A 30 INCH SYCAMORE FX4062'TREE, 53.0 NORTH OF THE CENTERLINE OF A DRIVEWAY, 58.7 FEET SOUTH OF FX4062'THE WEST POST OF --WELCOME TO VIRGINIA-- SIGN, AND ABOUT 2 FEET FX4062'HIGHER IN ELEVATION THAN THE STATION MARK. FX4062' FX4062'THE AZIMUTH MARK IS A STANDARD N.C. GEODETIC SURVEY TRAVERSE DISK FX4062'STAMPED---MOVE 1980---SET IN THE TOP OF A 10-INCH ROUND CONCRETE FX4062'POST 5 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 19.5 FEET FX4062'NORTHEAST OF THE CENTERLINE OF SECONDARY ROAD 1300, 28.0 FEET FX4062'SOUTHEAST OF THE CENTERLINE OF U.S. 13, 15.4 FEET NORTH OF A STOP FX4062'SIGN POST WITH AN ALUMINUM REFERENCE TAG, 57.9 FEET NORTH-NORTHWEST FX4062'OF THE NORTHEAST END OF A CONCRETE CULVERT UNDER SECONDARY ROAD 1300, FX4062'AND 86.5 FEET NORTH OF THE SOUTHWEST END OF THE CULVERT. FX4062 FX4062 STATION RECOVERY (1980) FX4062 FX4062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) FX4062'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980 BY FX4062'HARLEY D. MCKINNEY. THE ANGLES DIFFER SLIGHTLY. FX4062 FX4062 STATION RECOVERY (1989) FX4062 FX4062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) FX4062'RECOVERED AS DESCRIBED. FX4062 FX4062 STATION RECOVERY (1997) FX4062 FX4062'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4062'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2728 *********************************************************************** FX2728 DESIGNATION - FUSE FX2728 PID - FX2728 FX2728 STATE/COUNTY- NC/GATES FX2728 USGS QUAD - GATESVILLE (1990) FX2728 FX2728 *CURRENT SURVEY CONTROL FX2728 ___________________________________________________________________ FX2728* NAD 83(1986)- 36 26 35.57346(N) 076 46 43.20507(W) ADJUSTED FX2728* NAVD 88 - 5.026 (meters) 16.49 (feet) ADJUSTED FX2728 ___________________________________________________________________ FX2728 LAPLACE CORR- -3.76 (seconds) DEFLEC99 FX2728 GEOID HEIGHT- -35.96 (meters) GEOID03 FX2728 DYNAMIC HT - 5.022 (meters) 16.48 (feet) COMP FX2728 MODELED GRAV- 979,845.7 (mgal) NAVD 88 FX2728 FX2728 HORZ ORDER - SECOND FX2728 VERT ORDER - SECOND CLASS II FX2728 FX2728.The North Carolina HARNS have been completed but, FX2728.due to contractual restrictions, coordinates for these stations FX2728.will NOT be published in the near future. In the interim, the FX2728.published coordinates in North Carolina will not be FX2728.consistent with the Continuously Operating Reference Stations FX2728.(CORS). The HARN coordinates for these stations are available FX2728.upon request. Contact Gary Thompson(919-733-3836). FX2728. FX2728.In addition, the published North Carolina positions FX2728.(NAD 83 (1986)) are NOT consistent with those determined in FX2728.adjacent state readjustments. The discontinuity between stations FX2728.located in North Carolina and those in adjacent states FX2728.which have been adjusted to the HARN may be as much as 5 FX2728.decimeters. This will result in a significant loss of accuracy FX2728.over lines crossing such state borders. FX2728 FX2728 FX2728.The horizontal coordinates were established by classical geodetic methods FX2728.and adjusted by the National Geodetic Survey in January 1991. FX2728 FX2728.The orthometric height was determined by differential leveling FX2728.and adjusted by the National Geodetic Survey in June 1991. FX2728 FX2728.The Laplace correction was computed from DEFLEC99 derived deflections. FX2728 FX2728.The geoid height was determined by GEOID03. FX2728 FX2728.The dynamic height is computed by dividing the NAVD 88 FX2728.geopotential number by the normal gravity value computed on the FX2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2728.degrees latitude (g = 980.6199 gals.). FX2728 FX2728.The modeled gravity was interpolated from observed gravity values. FX2728 FX2728; North East Units Scale Factor Converg. FX2728;SPC NC - 301,010.449 808,759.100 MT 1.00008893 +1 16 55.5 FX2728;SPC NC - 987,565.11 2,653,403.81 sFT 1.00008893 +1 16 55.5 FX2728;UTM 18 - 4,034,579.399 340,587.074 MT 0.99991310 -1 03 24.5 FX2728 FX2728! - Elev Factor x Scale Factor = Combined Factor FX2728!SPC NC - 1.00000485 x 1.00008893 = 1.00009379 FX2728!UTM 18 - 1.00000485 x 0.99991310 = 0.99991795 FX2728 FX2728 SUPERSEDED SURVEY CONTROL FX2728 FX2728 NGVD 29 (01/18/91) 5.42 (m) 17.8 (f) LEVELING 3 FX2728 FX2728.Superseded values are not recommended for survey control. FX2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2728.See file dsdata.txt to determine how the superseded data were derived. FX2728 FX2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4058734579(NAD 83) FX2728_MARKER: DE = TRAVERSE STATION DISK FX2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2728_SP_SET: CONCRETE POST FX2728_STAMPING: FUSE 1980 FX2728_MARK LOGO: NCGS FX2728_PROJECTION: RECESSED 10 CENTIMETERS FX2728_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2728+STABILITY: SURFACE MOTION FX2728 FX2728 HISTORY - Date Condition Report By FX2728 HISTORY - 1980 MONUMENTED NCGS FX2728 HISTORY - 1981 GOOD NCGS FX2728 HISTORY - 19970413 GOOD USPSQD FX2728 FX2728 STATION DESCRIPTION FX2728 FX2728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2728'STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHEAST OF RODUCO AND FX2728'3.1 MILES NORTH-NORTHWEST OF GATESVILLE. FX2728' FX2728'TO REACH STATION FROM INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2728'ELEANORS CROSSROADS, PROCEED WEST ALONG NC 158 BYPASS FOR 1.3 MILES FX2728'TO STATION IN RIGHT SHOULDER UNDER A POWER LINE CROSSING HIGHWAY, AND FX2728'0.4 MILE WEST OF US 158 BUSINESS. FX2728' FX2728'STATION MARK IS A STANDARD DISK STAMPED---FUSE 1980---SET IN TOP OF A FX2728'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2728'17.4 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 68.9 FEET EAST OF FX2728'WESTERNMOST END OF CULVERT UNDER HIGHWAY, 74.7 FEET SOUTH OF POWER FX2728'POLE (P1745-HE91) WITH REFERENCE TAG, 69.0 FEET NORTHWEST OF POWER FX2728'POLE (D5) WITH REFERENCE TAG AND 127.5 FEET NORTH-NORTHWEST OF 18 INCH FX2728'POPLAR WITH REFERENCE TAG. FX2728 FX2728 STATION RECOVERY (1981) FX2728 FX2728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2728'2.4 MI SE FROM RODUCO. FX2728'1.3 MILES WEST ALONG U.S. 158 BYPASS FROM THE INTERSECTION WITH N.C. FX2728'37 AT ELEANORS CROSSROADS, IN HIGHWAY SHOULDER DIRECTLY BENEATH AN FX2728'ELECTRIC POWER LINE CROSSING HIGHWAY, AND 0.4 MILE WEST OF FX2728'INTERSECTION WITH U.S. 158 BUSINESS. 17.4 FEET NORTHEAST OF CENTERLINE FX2728'OF HIGHWAY, 68.9 FEET EAST OF WESTERNMOST END OF CULVERT UNDER FX2728'HIGHWAY, 69.0 FEET NORTHWEST OF POWER POLE D5 WITH REFERENCE TAG, FX2728'74.7 FEET SOUTH OF POWER POLE P1745-HE91 WITH REFERENCE TAG AND FX2728'127.5 FEET NORTH-NORTHWEST OF 18 INCH POPLAR WITH REFERENCE TAG. FX2728'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2728 FX2728 STATION RECOVERY (1997) FX2728 FX2728'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2728'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2114 *********************************************************************** FX2114 DESIGNATION - GAT 16 FX2114 PID - FX2114 FX2114 STATE/COUNTY- NC/GATES FX2114 USGS QUAD - WINTON (1982) FX2114 FX2114 *CURRENT SURVEY CONTROL FX2114 ___________________________________________________________________ FX2114* NAD 83(1986)- 36 25 33.06450(N) 076 54 09.72407(W) ADJUSTED FX2114* NAVD 88 - 3.938 (meters) 12.92 (feet) ADJUSTED FX2114 ___________________________________________________________________ FX2114 LAPLACE CORR- -5.49 (seconds) DEFLEC99 FX2114 GEOID HEIGHT- -35.64 (meters) GEOID03 FX2114 DYNAMIC HT - 3.935 (meters) 12.91 (feet) COMP FX2114 MODELED GRAV- 979,846.0 (mgal) NAVD 88 FX2114 FX2114 HORZ ORDER - SECOND FX2114 VERT ORDER - SECOND CLASS II FX2114 FX2114.The North Carolina HARNS have been completed but, FX2114.due to contractual restrictions, coordinates for these stations FX2114.will NOT be published in the near future. In the interim, the FX2114.published coordinates in North Carolina will not be FX2114.consistent with the Continuously Operating Reference Stations FX2114.(CORS). The HARN coordinates for these stations are available FX2114.upon request. Contact Gary Thompson(919-733-3836). FX2114. FX2114.In addition, the published North Carolina positions FX2114.(NAD 83 (1986)) are NOT consistent with those determined in FX2114.adjacent state readjustments. The discontinuity between stations FX2114.located in North Carolina and those in adjacent states FX2114.which have been adjusted to the HARN may be as much as 5 FX2114.decimeters. This will result in a significant loss of accuracy FX2114.over lines crossing such state borders. FX2114 FX2114 FX2114.The horizontal coordinates were established by classical geodetic methods FX2114.and adjusted by the National Geodetic Survey in January 1991. FX2114.No horizontal observational check was made to the station. FX2114 FX2114.The orthometric height was determined by differential leveling FX2114.and adjusted by the National Geodetic Survey in June 1991. FX2114 FX2114.The Laplace correction was computed from DEFLEC99 derived deflections. FX2114 FX2114.The geoid height was determined by GEOID03. FX2114 FX2114.The dynamic height is computed by dividing the NAVD 88 FX2114.geopotential number by the normal gravity value computed on the FX2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2114.degrees latitude (g = 980.6199 gals.). FX2114 FX2114.The modeled gravity was interpolated from observed gravity values. FX2114 FX2114; North East Units Scale Factor Converg. FX2114;SPC NC - 298,842.035 797,681.084 MT 1.00008266 +1 12 37.8 FX2114;SPC NC - 980,450.91 2,617,058.69 sFT 1.00008266 +1 12 37.8 FX2114;UTM 18 - 4,032,865.305 329,431.446 MT 0.99995846 -1 07 48.2 FX2114 FX2114! - Elev Factor x Scale Factor = Combined Factor FX2114!SPC NC - 1.00000498 x 1.00008266 = 1.00008764 FX2114!UTM 18 - 1.00000498 x 0.99995846 = 0.99996344 FX2114 FX2114 SUPERSEDED SURVEY CONTROL FX2114 FX2114 NGVD 29 (??/??/92) 4.292 (m) 14.08 (f) ADJ UNCH 2 2 FX2114 FX2114.Superseded values are not recommended for survey control. FX2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2114.See file dsdata.txt to determine how the superseded data were derived. FX2114 FX2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2943132865(NAD 83) FX2114_MARKER: DB = BENCH MARK DISK FX2114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE FX2114_SP_SET: BRIDGE ABUTMENT FX2114_STAMPING: GAT 16 1974 FX2114_MARK LOGO: NCGS FX2114_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2114 FX2114 HISTORY - Date Condition Report By FX2114 HISTORY - 1974 MONUMENTED NCGS FX2114 HISTORY - 1987 GOOD USPSQD FX2114 FX2114 STATION DESCRIPTION FX2114 FX2114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA) FX2114'2.8 MILES WEST OF EURE. FX2114'TO REACH STATION FROM INTERSECTION OF US 13 AND 158 WITH NC 137 AT FX2114'STORYS, PROCEED SW ALONG US 13 - US 158 FOR 1.0 MILES (1.6 KM) TO FX2114'STATION ON RIGHT IN NW END OF THE NE BRIDGE ABUTMENT OVER BUCKHORN FX2114'SWAMP RUN, 18.6 FT NW OF C/L OF US 13 - US 158, 84.7 FT WSW OF C/L OF FX2114'INTERSECTION OF US 158 AND SR 1128, AND 1.9 FT NW OF END OF NW BRIDGE FX2114'RAILING. DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE ABUTMENT. FX2114 FX2114 STATION RECOVERY (1987) FX2114 FX2114'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) FX2114'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2116 *********************************************************************** FX2116 DESIGNATION - GAT 18 FX2116 PID - FX2116 FX2116 STATE/COUNTY- NC/GATES FX2116 USGS QUAD - WINTON (1982) FX2116 FX2116 *CURRENT SURVEY CONTROL FX2116 ___________________________________________________________________ FX2116* NAD 83(1986)- 36 24 38.38329(N) 076 55 23.16601(W) ADJUSTED FX2116* NAVD 88 - 1.563 (meters) 5.13 (feet) ADJUSTED FX2116 ___________________________________________________________________ FX2116 LAPLACE CORR- -5.71 (seconds) DEFLEC99 FX2116 GEOID HEIGHT- -35.57 (meters) GEOID03 FX2116 DYNAMIC HT - 1.562 (meters) 5.12 (feet) COMP FX2116 MODELED GRAV- 979,847.7 (mgal) NAVD 88 FX2116 FX2116 HORZ ORDER - SECOND FX2116 VERT ORDER - SECOND CLASS II FX2116 FX2116.The North Carolina HARNS have been completed but, FX2116.due to contractual restrictions, coordinates for these stations FX2116.will NOT be published in the near future. In the interim, the FX2116.published coordinates in North Carolina will not be FX2116.consistent with the Continuously Operating Reference Stations FX2116.(CORS). The HARN coordinates for these stations are available FX2116.upon request. Contact Gary Thompson(919-733-3836). FX2116. FX2116.In addition, the published North Carolina positions FX2116.(NAD 83 (1986)) are NOT consistent with those determined in FX2116.adjacent state readjustments. The discontinuity between stations FX2116.located in North Carolina and those in adjacent states FX2116.which have been adjusted to the HARN may be as much as 5 FX2116.decimeters. This will result in a significant loss of accuracy FX2116.over lines crossing such state borders. FX2116 FX2116 FX2116.The horizontal coordinates were established by classical geodetic methods FX2116.and adjusted by the National Geodetic Survey in January 1991. FX2116.No horizontal observational check was made to the station. FX2116 FX2116.The orthometric height was determined by differential leveling FX2116.and adjusted by the National Geodetic Survey in June 1991. FX2116 FX2116.The Laplace correction was computed from DEFLEC99 derived deflections. FX2116 FX2116.The geoid height was determined by GEOID03. FX2116 FX2116.The dynamic height is computed by dividing the NAVD 88 FX2116.geopotential number by the normal gravity value computed on the FX2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2116.degrees latitude (g = 980.6199 gals.). FX2116 FX2116.The modeled gravity was interpolated from observed gravity values. FX2116 FX2116; North East Units Scale Factor Converg. FX2116;SPC NC - 297,118.306 795,887.153 MT 1.00007724 +1 11 55.4 FX2116;SPC NC - 974,795.64 2,611,173.10 sFT 1.00007724 +1 11 55.4 FX2116;UTM 18 - 4,031,216.469 327,568.836 MT 0.99996634 -1 08 30.4 FX2116 FX2116! - Elev Factor x Scale Factor = Combined Factor FX2116!SPC NC - 1.00000534 x 1.00007724 = 1.00008258 FX2116!UTM 18 - 1.00000534 x 0.99996634 = 0.99997168 FX2116 FX2116 SUPERSEDED SURVEY CONTROL FX2116 FX2116 NGVD 29 (??/??/92) 1.914 (m) 6.28 (f) ADJ UNCH 2 2 FX2116 FX2116.Superseded values are not recommended for survey control. FX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2116.See file dsdata.txt to determine how the superseded data were derived. FX2116 FX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2756931216(NAD 83) FX2116_MARKER: DB = BENCH MARK DISK FX2116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FX2116_SP_SET: CULVERT HEADWALL FX2116_STAMPING: GAT 18 1974 FX2116_MARK LOGO: NCGS FX2116_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2116+STABILITY: SURFACE MOTION FX2116 FX2116 HISTORY - Date Condition Report By FX2116 HISTORY - 1974 MONUMENTED NCGS FX2116 HISTORY - 1987 GOOD USPSQD FX2116 FX2116 STATION DESCRIPTION FX2116 FX2116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA) FX2116'1.7 MILES NORTH OF WINTON. FX2116'TO REACH STATION FROM THE US 13 - US 158 BRIDGE OVER THE CHOWAN RIVER FX2116'(HERTFORD-GATES COUNTY LINE) PROCEED NE ALONG US 13 - US 158 FOR 0.85 FX2116'MILE (1.37 KM) TO STATION ON LEFT IN NW HEADWALL OF CULVERT UNDER FX2116'HIGHWAY, 0.15 MILE (0.24 KM) NE OF INTERSECTION WITH SR 1131 (SE), FX2116'41.0 FT NNW OF C/L US 13/158, 19.8 FT NNW OF HIGHWAY SIGN-- FX2116'T-INTERSECTION, AND 1.2 FT ENE OF WEST END OF HEADWALL. DISK IS SET FX2116'FLUSH IN DRILL HOLE IN CONCRETE HEADWALL. FX2116 FX2116 STATION RECOVERY (1987) FX2116 FX2116'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) FX2116'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2727 *********************************************************************** FX2727 DESIGNATION - GAT 20 FX2727 PID - FX2727 FX2727 STATE/COUNTY- NC/GATES FX2727 USGS QUAD - GATESVILLE (1990) FX2727 FX2727 *CURRENT SURVEY CONTROL FX2727 ___________________________________________________________________ FX2727* NAD 83(1986)- 36 26 26.06926(N) 076 46 34.17087(W) ADJUSTED FX2727* NAVD 88 - 6.056 (meters) 19.87 (feet) ADJUSTED FX2727 ___________________________________________________________________ FX2727 LAPLACE CORR- -3.79 (seconds) DEFLEC99 FX2727 GEOID HEIGHT- -35.97 (meters) GEOID03 FX2727 DYNAMIC HT - 6.051 (meters) 19.85 (feet) COMP FX2727 MODELED GRAV- 979,845.7 (mgal) NAVD 88 FX2727 FX2727 HORZ ORDER - SECOND FX2727 VERT ORDER - SECOND CLASS II FX2727 FX2727.The North Carolina HARNS have been completed but, FX2727.due to contractual restrictions, coordinates for these stations FX2727.will NOT be published in the near future. In the interim, the FX2727.published coordinates in North Carolina will not be FX2727.consistent with the Continuously Operating Reference Stations FX2727.(CORS). The HARN coordinates for these stations are available FX2727.upon request. Contact Gary Thompson(919-733-3836). FX2727. FX2727.In addition, the published North Carolina positions FX2727.(NAD 83 (1986)) are NOT consistent with those determined in FX2727.adjacent state readjustments. The discontinuity between stations FX2727.located in North Carolina and those in adjacent states FX2727.which have been adjusted to the HARN may be as much as 5 FX2727.decimeters. This will result in a significant loss of accuracy FX2727.over lines crossing such state borders. FX2727 FX2727 FX2727.The horizontal coordinates were established by classical geodetic methods FX2727.and adjusted by the National Geodetic Survey in January 1991. FX2727 FX2727.The orthometric height was determined by differential leveling FX2727.and adjusted by the National Geodetic Survey in June 1991. FX2727 FX2727.The Laplace correction was computed from DEFLEC99 derived deflections. FX2727 FX2727.The geoid height was determined by GEOID03. FX2727 FX2727.The dynamic height is computed by dividing the NAVD 88 FX2727.geopotential number by the normal gravity value computed on the FX2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2727.degrees latitude (g = 980.6199 gals.). FX2727 FX2727.The modeled gravity was interpolated from observed gravity values. FX2727 FX2727; North East Units Scale Factor Converg. FX2727;SPC NC - 300,722.575 808,990.619 MT 1.00008797 +1 17 00.7 FX2727;SPC NC - 986,620.65 2,654,163.39 sFT 1.00008797 +1 17 00.7 FX2727;UTM 18 - 4,034,282.368 340,806.615 MT 0.99991224 -1 03 18.9 FX2727 FX2727! - Elev Factor x Scale Factor = Combined Factor FX2727!SPC NC - 1.00000469 x 1.00008797 = 1.00009266 FX2727!UTM 18 - 1.00000469 x 0.99991224 = 0.99991693 FX2727 FX2727 SUPERSEDED SURVEY CONTROL FX2727 FX2727 NGVD 29 (01/18/91) 6.45 (m) 21.2 (f) LEVELING 3 FX2727 FX2727.Superseded values are not recommended for survey control. FX2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2727.See file dsdata.txt to determine how the superseded data were derived. FX2727 FX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4080734282(NAD 83) FX2727_MARKER: DB = BENCH MARK DISK FX2727_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE FX2727_SP_SET: LARGE CONCRETE BRIDGE ABUTMENT FX2727_STAMPING: GAT 20 1980 FX2727_MARK LOGO: NCGS FX2727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2727 FX2727 HISTORY - Date Condition Report By FX2727 HISTORY - 1980 MONUMENTED NCGS FX2727 HISTORY - 1980 GOOD NCGS FX2727 HISTORY - 19970413 GOOD USPSQD FX2727 FX2727 STATION DESCRIPTION FX2727 FX2727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2727'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF RODUCO FX2727'AND 2.8 MILES NORTH-NORTHWEST OF GATESVILLE. FX2727' FX2727'ALONG US 158, 1.1 MILE WEST FROM INTERSECTION OF US 158 BYPASS AND FX2727'NC 37 (ELEANORS CROSSROADS), AT COLE CREEK, IN EAST END OF SOUTH FX2727'BRIGDE ABUTMENT. FX2727' FX2727'STATION MARK IS A STANDARD NCGS BENCH MARK DISK FX2727'STAMPED---GAT 20 1980---SET FLUSH IN CONCRETE. MARK IS 20.2 FEET EAST FX2727'OF CENTERLINE OF HIGHWAY AND 1.5 FEET EAST OF SOUTH END OF BRIDGE FX2727'RAIL. FX2727 FX2727 STATION RECOVERY (1980) FX2727 FX2727'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2727'2.55 MI SE FROM RODUCO. FX2727'1.1 MILES WEST ALONG U.S. 158 BYPASS FROM THE INTERSECTION WITH N.C. FX2727'37 AT ELEANORS CROSSROADS, IN THE NORTHEAST END OF THE SOUTHEAST FX2727'ABUTMENT OF THE BRIDGE OVER COLE CREEK. 20.2 FEET EAST-NORTHEAST OF FX2727'CENTERLINE OF HIGHWAY AND 1.5 FEET EAST-NORTHEAST OF CONCRETE GUARD FX2727'RAIL AT SOUTHEAST END OF BRIDGE. FX2727'THE MARK IS 1 FT BELOW HIGHWAY. FX2727 FX2727 STATION RECOVERY (1997) FX2727 FX2727'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2727'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4063 *********************************************************************** FX4063 DESIGNATION - GATES RESET FX4063 PID - FX4063 FX4063 STATE/COUNTY- NC/GATES FX4063 USGS QUAD - GATES (1967) FX4063 FX4063 *CURRENT SURVEY CONTROL FX4063 ___________________________________________________________________ FX4063* NAD 83(1986)- 36 30 12.47921(N) 076 46 09.78632(W) ADJUSTED FX4063* NAVD 88 - 22. (meters) 72. (feet) SCALED FX4063 ___________________________________________________________________ FX4063 LAPLACE CORR- -3.45 (seconds) DEFLEC99 FX4063 GEOID HEIGHT- -35.95 (meters) GEOID03 FX4063 FX4063 HORZ ORDER - SECOND FX4063 FX4063.The North Carolina HARNS have been completed but, FX4063.due to contractual restrictions, coordinates for these stations FX4063.will NOT be published in the near future. In the interim, the FX4063.published coordinates in North Carolina will not be FX4063.consistent with the Continuously Operating Reference Stations FX4063.(CORS). The HARN coordinates for these stations are available FX4063.upon request. Contact Gary Thompson(919-733-3836). FX4063. FX4063.In addition, the published North Carolina positions FX4063.(NAD 83 (1986)) are NOT consistent with those determined in FX4063.adjacent state readjustments. The discontinuity between stations FX4063.located in North Carolina and those in adjacent states FX4063.which have been adjusted to the HARN may be as much as 5 FX4063.decimeters. This will result in a significant loss of accuracy FX4063.over lines crossing such state borders. FX4063 FX4063 FX4063.The horizontal coordinates were established by classical geodetic methods FX4063.and adjusted by the National Geodetic Survey in July 1986. FX4063 FX4063.The orthometric height was scaled from a topographic map. FX4063 FX4063.The Laplace correction was computed from DEFLEC99 derived deflections. FX4063 FX4063.The geoid height was determined by GEOID03. FX4063 FX4063; North East Units Scale Factor Converg. FX4063;SPC NC - 307,714.080 809,441.007 MT 1.00011143 +1 17 14.8 FX4063;SPC NC - 1,009,558.61 2,655,641.04 sFT 1.00011143 +1 17 14.8 FX4063;SPC VA S - 1,020,301.824 3,655,041.120 MT 1.00005819 +1 03 01.3 FX4063;UTM 18 - 4,041,248.346 341,541.885 MT 0.99990936 -1 03 10.0 FX4063 FX4063! - Elev Factor x Scale Factor = Combined Factor FX4063!SPC NC - 1.00000225 x 1.00011143 = 1.00011368 FX4063!SPC VA S - 1.00000225 x 1.00005819 = 1.00006044 FX4063!UTM 18 - 1.00000225 x 0.99990936 = 0.99991161 FX4063 FX4063: Primary Azimuth Mark Grid Az FX4063:SPC NC - GATES RM 3 AZIMUTH 245 30 50.7 FX4063:SPC VA S - GATES RM 3 AZIMUTH 245 45 04.2 FX4063:UTM 18 - GATES RM 3 AZIMUTH 247 51 15.5 FX4063 FX4063|---------------------------------------------------------------------| FX4063| PID Reference Object Distance Geod. Az | FX4063| dddmmss.s | FX4063| FX4065 PTS 11 36.160 METERS 09151 | FX4063| FX4796 GATES RM 1 37.490 METERS 12736 | FX4063| FX4797 GATES RM 2 45.586 METERS 19243 | FX4063| FX4798 GATES RM 3 AZIMUTH 2464805.5 | FX4063|---------------------------------------------------------------------| FX4063 FX4063 SUPERSEDED SURVEY CONTROL FX4063 FX4063 NAD 27 - 36 30 11.92800(N) 076 46 10.94200(W) AD( ) 2 FX4063 FX4063.Superseded values are not recommended for survey control. FX4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4063.See file dsdata.txt to determine how the superseded data were derived. FX4063 FX4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4154241248(NAD 83) FX4063_MARKER: DS = TRIANGULATION STATION DISK FX4063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4063_STAMPING: GATES 1933 1960 FX4063_MARK LOGO: CGS FX4063 FX4063 HISTORY - Date Condition Report By FX4063 HISTORY - 1933 MONUMENTED CGS FX4063 HISTORY - 1960 SEE DESCRIPTION CGS FX4063 HISTORY - 1973 MARK NOT FOUND NCGS FX4063 HISTORY - 1974 GOOD NGS FX4063 FX4063 STATION DESCRIPTION FX4063 FX4063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX4063'AT GATES, 17 MILES SOUTH-SOUTHWEST OF SUFFOLK AND 7 MILES NORTH OF FX4063'GATESVILLE. FX4063' FX4063'TO REACH FROM GATESVILLE, GO NORTH 0.25 MILE TO FX4063'JUNCTION WITH ROUTE 30, PROCEED NORTHWEST 1.25 MILES TOWARDS WINTON FX4063'ON ROUTE 30, TURN RIGHT ONTO 321, PROCEED 5.5 MILES OR 0.1 MILE FX4063'BEYOND CROSSING OF ATLANTIC COAST LINE RAILROAD TRACKS, TURN LEFT, FX4063'AND PROCEED ABOUT 150 FEET TO STATION ON RIGHT. STATION IS 34 FEET FX4063'NORTH OF CENTER LINE OF EAST-AND-WEST HIGHWAY, 155 FEET WEST OF FX4063'NORTH-AND-SOUTH HIGHWAY (GATESVILLE-SUFFOLK ROAD), AND 24 FEET FX4063'SOUTH OF METAL BUILDING. FX4063' FX4063'SURFACE AND UNDERGROUND MARKS ARE FX4063'STANDARD DISK STATION MARKS IN CONCRETE. UPPER MARK PROJECTS 6 FX4063'INCHES. FX4063' FX4063'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN FX4063'CONCRETE, 1.5 FEET SOUTH OF NORTH END AND 0.5 FOOT EAST OF FX4063'WEST END OF CONCRETE FOUNDATION OF SERVICE-STATION FX4063'GASOLINE PUMPS, AND 123.00 FEET FROM STATION S 52 DEG 24 MIN E. FX4063' FX4063'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN FX4063'CONCRETE, , 115 FEET SOUTH OF CENTER LINE OF FX4063'EAST-AND-WEST HIGHWAY, 150 FEET WEST OF CENTER LINE OF FX4063'NORTH-AND-SOUTH HIGHWAY, FX4063'AND 149.56 FEET FROM STATION S 12 DEG 43 MIN W. FX4063' FX4063'REFERENCE MARK NO. 3 IS STANDARD REFERENCE DISK IN FX4063'CONCRETE, 1.0 FOOT NORTH-NORTHWEST OF SOUTH-SOUTHEAST EDGE FX4063'OF SIDEWALK WHICH IS IN FRONT OF GATES HIGH SCHOOL BUILDING, 6 FEET FX4063'NORTH-NORTHWEST OF MOST NORTH-NORTHWESTERLY WALL OF SCHOOL BUILDING, FX4063'15 FEET WEST-SOUTHWEST OF WALL, AND APPROXIMATELY 0.3 MILE FROM FX4063'STATION S 66 DEG 48 MIN W. FX4063' FX4063'PRIMARY TRAVERSE STATION FX4063'NO. 11 (U.S.G.S.) (SEE DESCRIPTION THEREOF) IS 36.052 METERS FX4063'(118.28 FEET) FROM STATION S 87 DEG 51 MIN E. FX4063 FX4063 STATION RECOVERY (1960) FX4063 FX4063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) FX4063'REFERENCE MARKS 2 AND 3 AND PRIMARY TRAVERSE STATION NO. 11 (USGS) FX4063'WERE RECOVERED IN GOOD CONDITION. STATION SURFACE MARK AND FX4063'REFERENCE MARK NO. 1 WAS FOUND DESTROYED. THE SCHOOL AT REFERENCE FX4063'MARK NO. 3 IS NOW A PEANUT WAREHOUSE. THE STATION UNDERGROUND MARK FX4063'WAS RECOVERED IN GOOD CONDITION AND A NEW SURFACE MARK WAS SET FX4063'HOLDING ITS POSITION. A COMPLETE NEW DESCRIPTION FOLLOWS-- FX4063' FX4063'STATION IS LOCATED IN THE COMMUNITY OF GATES AT THE INTERSECTION OF FX4063'STATE HIGHWAY 37 AND SECONDARY HIGHWAY 1202 AND ABOUT 7 MILES NORTH FX4063'OF GATESVILLE. IT IS 150 FEET WEST OF THE INTERSECTION OF HIGHWAYS FX4063'37 AND 1202, 36.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF FX4063'CARROLLS GARAGE, 32 FEET NORTH OF THE CENTER OF HIGHWAY 1202, FX4063'22.2 FEET SOUTH OF THE SOUTH FACE OF THE GARAGE AT THE WEST END OF FX4063'THE SOUTH ENTRANCE, 16.5 FEET EAST OF POWER POLE S-218. THE MARK IS FX4063'15 INCHES UNDERGROUND AND THE DISK IS STAMPED---GATES 1933 1960---. FX4063' FX4063'REFERENCE MARK NO. 2 IS 149.50 FEET SOUTH OF THE STATION. IT IS 38.0 FX4063'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE PORCH AND 22.5 FEET FX4063'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND STORE. THE MARK FX4063'PROJECTS ABOUT 4 INCHES AND DISK IS STAMPED---GATES 1933 NO 2---. FX4063' FX4063'REFERENCE MARK NO. 3 IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION IN FX4063'THE SIDEWALK OF THE PEANUT MILL AND WAREHOUSE (FORMERLY SCHOOLHOUSE). FX4063'IT IS 16.2 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 7.5 FX4063'FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE PORCH, 6.5 FEET FX4063'NORTH OF THE NORTH FACE OF THE BUILDING AND 1 FOOT NORTH OF THE FX4063'SOUTH EDGE OF THE SIDEWALK. THE CONCRETE POST IS NOW PART OF THE FX4063'SIDEWALK AND THE DISK IS STAMPED---GATES NO 3 1933---. FX4063' FX4063'PRIMARY TRAVERSE STATION NO. 11 (USGS) IS 118.28 FEET (1933 FX4063'MEASUREMENT) EAST OF THE STATION IN THE CONCRETE APRON OF THE FX4063'GARAGE. IT IS 64.4 FEET SOUTHEAST OF THE NORTHEAST CORNER AND 44.8 FX4063'FEET EAST OF THE SOUTHEAST CORNER OF THE GARAGE, 57 FEET SOUTH OF FX4063'HIGHWAY 1202, 35.2 FEET WEST OF THE CENTER OF HIGHWAY 37, 10.6 FEET FX4063'SOUTHEAST OF POWER POLE S 218A AND 2.3 FEET WEST OF THE WEST EDGE FX4063'OF THE SIDEWALK. THE DISK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK FX4063'STAMPED---PRIM. TRAV. STATION NO. 11 1905 72---. FX4063 FX4063 STATION RECOVERY (1973) FX4063 FX4063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX4063'GATES 1933 NOT FOUND (SEE NOTE BELOW). FX4063' FX4063'GATES NO. 1 1933 SEARCHED FOR BUT NOT FOUND. FX4063' FX4063'GATES NO. 2 1933 GOOD. FX4063' FX4063'GATES NO. 3 1933 GOOD. FX4063' FX4063'PRIMARY TRAV. STA 11 USGS GOOD. FX4063' FX4063'UNDERGROUND MONUMENT WAS NOT FOUND BECAUSE NCGS DID NOT NEED IT AT FX4063'THIS TIME AND IT MAY STILL BE IN. AN UPDATED DESCRIPTION IS AS FX4063'FOLLOWS-- STATION IS IN THE SMALL TOWN OF GATES, APPROX. 150 FT. W FX4063'ALONG SR 1202 FROM NC 37 AND ON NORTH SIDE OF SR 1202, BY GARAGE FX4063'DOOR OF BRICK BUILDING RM 2 IS BY A WHITE WOODEN FENCE RUNNING N-S., FX4063'RM 3 IS AS DESCRIBED EXCEPT SCHOOL BUILDING IS NOW A GRAIN COMPANY FX4063'WAREHOUSE. PRIMARY TRAV. STATION 11 (USGS) IS SURROUNDED BY FX4063'CONCRETE PARKING AREA. FX4063 FX4063 STATION RECOVERY (1974) FX4063 FX4063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) FX4063'STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1960 AND ALL MARKS FX4063'WERE FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 3 (AZIMUTH FX4063'MARK) IS NOT VISIBLE FROM STATION DUE TO BUILDINGS ON LINE. THE FX4063'1960 DESCRIPTION IS ADEQUATE FOR RECOVERY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3898 *********************************************************************** FX3898 DESIGNATION - GATESVILLE FX3898 PID - FX3898 FX3898 STATE/COUNTY- NC/GATES FX3898 USGS QUAD - GATESVILLE (1990) FX3898 FX3898 *CURRENT SURVEY CONTROL FX3898 ___________________________________________________________________ FX3898* NAD 83(1986)- 36 24 14.13176(N) 076 45 29.71833(W) ADJUSTED FX3898* NAVD 88 - 7.57 (+/-2cm) 24.8 (feet) VERTCON FX3898 ___________________________________________________________________ FX3898 LAPLACE CORR- -4.14 (seconds) DEFLEC99 FX3898 GEOID HEIGHT- -36.02 (meters) GEOID03 FX3898 FX3898 HORZ ORDER - SECOND FX3898 VERT ORDER - THIRD ? (See Below) FX3898 FX3898.The North Carolina HARNS have been completed but, FX3898.due to contractual restrictions, coordinates for these stations FX3898.will NOT be published in the near future. In the interim, the FX3898.published coordinates in North Carolina will not be FX3898.consistent with the Continuously Operating Reference Stations FX3898.(CORS). The HARN coordinates for these stations are available FX3898.upon request. Contact Gary Thompson(919-733-3836). FX3898. FX3898.In addition, the published North Carolina positions FX3898.(NAD 83 (1986)) are NOT consistent with those determined in FX3898.adjacent state readjustments. The discontinuity between stations FX3898.located in North Carolina and those in adjacent states FX3898.which have been adjusted to the HARN may be as much as 5 FX3898.decimeters. This will result in a significant loss of accuracy FX3898.over lines crossing such state borders. FX3898 FX3898 FX3898.The horizontal coordinates were established by classical geodetic methods FX3898.and adjusted by the National Geodetic Survey in July 1986. FX3898 FX3898.The NAVD 88 height was computed by applying the VERTCON shift value to FX3898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3898.The vertical order pertains to the NGVD 29 superseded value. FX3898 FX3898.The Laplace correction was computed from DEFLEC99 derived deflections. FX3898 FX3898.The geoid height was determined by GEOID03. FX3898 FX3898; North East Units Scale Factor Converg. FX3898;SPC NC - 296,692.528 810,687.411 MT 1.00007486 +1 17 37.9 FX3898;SPC NC - 973,398.74 2,659,730.28 sFT 1.00007486 +1 17 37.9 FX3898;UTM 18 - 4,030,187.157 342,337.314 MT 0.99990627 -1 02 37.3 FX3898 FX3898! - Elev Factor x Scale Factor = Combined Factor FX3898!SPC NC - 1.00000447 x 1.00007486 = 1.00007933 FX3898!UTM 18 - 1.00000447 x 0.99990627 = 0.99991074 FX3898 FX3898: Primary Azimuth Mark Grid Az FX3898:SPC NC - GATESVILLE AZ MK 154 13 48.1 FX3898:UTM 18 - GATESVILLE AZ MK 156 34 03.3 FX3898 FX3898|---------------------------------------------------------------------| FX3898| PID Reference Object Distance Geod. Az | FX3898| dddmmss.s | FX3898| FX4800 GATESVILLE RM 1 42.770 METERS 00254 | FX3898| FX4801 GATESVILLE RM 2 49.720 METERS 07947 | FX3898| FX4799 GATESVILLE AZ MK 1553126.0 | FX3898|---------------------------------------------------------------------| FX3898 FX3898 SUPERSEDED SURVEY CONTROL FX3898 FX3898 NAD 27 - 36 24 13.57300(N) 076 45 30.87900(W) AD( ) 2 FX3898 NGVD 29 (07/19/86) 7.93 (m) 26.0 (f) LEVELING 3 FX3898 FX3898.Superseded values are not recommended for survey control. FX3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3898.See file dsdata.txt to determine how the superseded data were derived. FX3898 FX3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4233730187(NAD 83) FX3898_MARKER: DH = HORIZONTAL CONTROL DISK FX3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3898_STAMPING: GATESVILLE 1932 1933 FX3898_MARK LOGO: CGS FX3898_MAGNETIC: O = OTHER; SEE DESCRIPTION FX3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX3898+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994 FX3898 FX3898 HISTORY - Date Condition Report By FX3898 HISTORY - 1932 MONUMENTED CGS FX3898 HISTORY - 1933 GOOD CGS FX3898 HISTORY - 1963 GOOD CGS FX3898 HISTORY - 1973 GOOD NCGS FX3898 HISTORY - 1974 GOOD NGS FX3898 HISTORY - 19940201 GOOD NCGS FX3898 FX3898 STATION DESCRIPTION FX3898 FX3898'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FX3898'STATION IS 0.3 MILE WEST OF COUNTY COURTHOUSE AT GATESVILLE, 23.9 FX3898'METERS (78 FEET) NORTH OF CENTER LINE OF COURT STREET, 51 METERS FX3898'(167 FEET) SOUTH OF CENTER LINE OF HIGH STREET, ABOUT 60 METERS FX3898'(197 FEET) SOUTHWEST OF SCHOOL BUILDING, APPROXIMATELY ON LINE FX3898'BETWEEN PROPERTIES OF W. T. CROSS AND T. L. CARTER, AND ACROSS FX3898'STREET FROM PROPERTY OF FLETCHER TURNER. SURFACE MARK IS STANDARD FX3898'DISK STATION MARK IN CONCRETE, NOTE 1A, PROJECTING 4 INCHES. FX3898'UNDERGROUND MARK IS PIECE OF 2-INCH GAS PIPE 1-FOOT LONG IN MASS FX3898'OF CONCRETE. REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN FX3898'CONCRETE, NOTE 11A, ON LINE BETWEEN PROPERTIES OF W. T. CROSS AND FX3898'T. L. CARTER, FRONTING ON HIGH STREET, AND 42.77 METERS (140.3 FX3898'FEET) FROM STATION IN BEARING N 0 DEG 54 MIN E. REFERENCE MARK FX3898'NO. 2 IS STANDARD REFERENCE DISK, NOTE 11C, IN CORNER OF CONCRETE FX3898'STEPS ON WEST SIDE OF SCHOOLHOUSE, AND 49.72 METERS (163.1 FEET) FX3898'FROM STATION IN BEARING N 79 DEG 47 MIN E. AZIMUTH MARK IS FX3898'STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A. ABOUT 1.5 FEET FX3898'WEST OF LINE OF FENCE DIAGONALLY ACROSS OPEN FIELD OF FLETCHER FX3898'TURNER, AND APPROXIMATELY 500 METERS (1,640 FEET) FROM STATION IN FX3898'BEARING S 24 DEG 29 MIN E. COAST AND GEODETIC SURVEY STANDARD FX3898'MAGNETIC STATION DISK IS IN GRANITE POST PROJECTING ABOUT 8 INCHES FX3898'ABOVE GROUND, AND 6.41 METERS (21.0 FEET) FROM STATION IN BEARING FX3898'S 19 DEG 39 MIN W. SOUTHWEST CORNER OF BASE OF KKK MONUMENT FX3898'MARKING GRAVE OF W. VERNON EASON IS 39.66 METERS (130.1 FEET) FROM FX3898'STATION IN BEARING N 73 DEG 13 MIN W. THE I IN SMITH ON MONUMENT FX3898'OF J. T. SMITH IS 34.19 METERS (112.2 FEET) FROM STATION IN FX3898'BEARING S 77 DEG 30 MIN W. FX3898 FX3898 STATION RECOVERY (1963) FX3898 FX3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3898'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN FX3898'GOOD CONDITION. THE REFERENCE MARKS AND THE AZIMUTH MARK WERE FX3898'SEARCHED FOR BUT COULD NOT BE FOUND AND ARE BELIEVED TO BE FX3898'DESTROYED. THE SCHOOL HOUSE HAS BEEN RAZED. THE MAGNETIC STATION FX3898'ESTABLISHED IN 1931 WAS RECOVERED IN GOOD CONDITION. FX3898 FX3898 STATION RECOVERY (1973) FX3898 FX3898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3898'GATESVILLE 1933 GOOD. RECOVERED AS DESCRIBED. FX3898' FX3898'GATESVILLE NO. 1 1933 SEARCHED FOR BUT NOT FOUND. FX3898' FX3898'GATESVILLE NO. 2 PROBABLY LOST. SCHOOLHOUSE GONE. FX3898' FX3898'GATESVILLE NO. 3 (AZ. MK.) NOT SEARCHED FOR (WOODS ON LINE OF SIGHT). FX3898' FX3898'MAGNETIC STATION GOOD. DISTANCE CHECKS. FX3898 FX3898 STATION RECOVERY (1974) FX3898 FX3898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) FX3898'STATION MARK, GATESVILLE MAGNETIC STATION AND THE TWO CEMETERY FX3898'MONUMENTS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD FX3898'CONDITION. THE REFERENCE MARKS WERE NOT RECOVERED ALTHOUGH A FX3898'THOROUGH SEARCH WAS MADE. IT APPREARS THAT THE CEMETERY HAS FX3898'EXPANDED WHICH PRESUMABLY DESTROYED REFERENCE MARK NO. 1, THE FX3898'SCHOOLHOUSE IS GONE WHICH DESTROYED REFERENCE MARK NO. 2 AND FX3898'REFERENCE MARK NO. 3 (AZIMUTH MARK) WOULD NOT BE VISIBLE IF STILL FX3898'IN POSITIION BECAUSE OF A HEAVY GROWTH OF TIMBER ON LINE. NO FX3898'SUITABLE LOCATION IS AVAILABLE TO SET MORE MARKS. FX3898 FX3898 STATION RECOVERY (1994) FX3898 FX3898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX3898'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND ADDITIONS. FX3898'MARK IS ABOUT 3-FEET HIGHER THAN NC 137 AND PROJECTS 2 INCHES ABOVE FX3898'THE GROUND NEAR THE SOUTHWEST CORNER OF A GRAVEYARD. LOCATED 21.1 FT FX3898'(6.4 M) SOUTHWEST OF CGS--MAGNETIC STATION 1931--, 79.5 FT (24.2 M) FX3898'NORTH-NORTHEAST OF THE CENTERLINE OF NC 137, 168.5 FT (51.4 M) FX3898'SOUTH-SOUTHWEST OF UNNAMED STREET, 21 FT (6.4 M) EAST-NORTHEAST OF THE FX3898'CENTER OF GATLING TOMB STONE, 102.3 FT (31.2 M) EAST OF--I--IN J.I. FX3898'SMITH GRAVE STONE, AND 133.6 FT (40.7 M) SOUTHEAST OF KKK MONUMENT FX3898'MARKER W. VERNON EASON (MONUMENT IS A MARBLE CROSS). FX3898'CGS MAGNETIC STATION IS 58.6 FT (17.9 M) NORTH-NORTHEAST OF THE FX3898'CENTERLINE OF NC 137. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4064 *********************************************************************** FX4064 DESIGNATION - GATLING FX4064 PID - FX4064 FX4064 STATE/COUNTY- NC/GATES FX4064 USGS QUAD - GATES (1967) FX4064 FX4064 *CURRENT SURVEY CONTROL FX4064 ___________________________________________________________________ FX4064* NAD 83(1986)- 36 30 13.05562(N) 076 49 44.62180(W) ADJUSTED FX4064* NAVD 88 - 21.88 (+/-2cm) 71.8 (feet) VERTCON FX4064 ___________________________________________________________________ FX4064 LAPLACE CORR- -3.86 (seconds) DEFLEC99 FX4064 GEOID HEIGHT- -35.83 (meters) GEOID03 FX4064 FX4064 HORZ ORDER - FIRST FX4064 VERT ORDER - THIRD ? (See Below) FX4064 FX4064.The North Carolina HARNS have been completed but, FX4064.due to contractual restrictions, coordinates for these stations FX4064.will NOT be published in the near future. In the interim, the FX4064.published coordinates in North Carolina will not be FX4064.consistent with the Continuously Operating Reference Stations FX4064.(CORS). The HARN coordinates for these stations are available FX4064.upon request. Contact Gary Thompson(919-733-3836). FX4064. FX4064.In addition, the published North Carolina positions FX4064.(NAD 83 (1986)) are NOT consistent with those determined in FX4064.adjacent state readjustments. The discontinuity between stations FX4064.located in North Carolina and those in adjacent states FX4064.which have been adjusted to the HARN may be as much as 5 FX4064.decimeters. This will result in a significant loss of accuracy FX4064.over lines crossing such state borders. FX4064 FX4064 FX4064.The horizontal coordinates were established by classical geodetic methods FX4064.and adjusted by the National Geodetic Survey in July 1986. FX4064 FX4064.The NAVD 88 height was computed by applying the VERTCON shift value to FX4064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4064.The vertical order pertains to the NGVD 29 superseded value. FX4064 FX4064.The Laplace correction was computed from DEFLEC99 derived deflections. FX4064 FX4064.The geoid height was determined by GEOID03. FX4064 FX4064; North East Units Scale Factor Converg. FX4064;SPC NC - 307,613.318 804,095.090 MT 1.00011150 +1 15 10.8 FX4064;SPC NC - 1,009,228.03 2,638,101.97 sFT 1.00011150 +1 15 10.8 FX4064;UTM 18 - 4,041,365.986 336,197.337 MT 0.99993058 -1 05 17.9 FX4064 FX4064! - Elev Factor x Scale Factor = Combined Factor FX4064!SPC NC - 1.00000219 x 1.00011150 = 1.00011369 FX4064!UTM 18 - 1.00000219 x 0.99993058 = 0.99993277 FX4064 FX4064: Primary Azimuth Mark Grid Az FX4064:SPC NC - DON 079 00 27.0 FX4064:UTM 18 - DON 081 20 55.7 FX4064 FX4064|---------------------------------------------------------------------| FX4064| PID Reference Object Distance Geod. Az | FX4064| dddmmss.s | FX4064| FX5250 DON 469.580 METERS 0801537.8 | FX4064| FX4802 GATLING RM 1 29.133 METERS 10119 | FX4064| FX4803 GATLING RM 2 49.256 METERS 26800 | FX4064| FX4804 GATLING RM 3 AZIMUTH 371.336 METERS 27236 | FX4064|---------------------------------------------------------------------| FX4064 FX4064 SUPERSEDED SURVEY CONTROL FX4064 FX4064 NAD 27 - 36 30 12.50500(N) 076 49 45.77300(W) AD( ) 1 FX4064 NGVD 29 (07/19/86) 22.28 (m) 73.1 (f) LEVELING 3 FX4064 FX4064.Superseded values are not recommended for survey control. FX4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4064.See file dsdata.txt to determine how the superseded data were derived. FX4064 FX4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3619741366(NAD 83) FX4064_MARKER: DS = TRIANGULATION STATION DISK FX4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX4064_STAMPING: GATLING 1933 FX4064_MARK LOGO: CGS FX4064_MAGNETIC: O = OTHER; SEE DESCRIPTION FX4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4064+STABILITY: SURFACE MOTION FX4064 FX4064 HISTORY - Date Condition Report By FX4064 HISTORY - 1933 MONUMENTED CGS FX4064 HISTORY - 1960 GOOD CGS FX4064 HISTORY - 1980 GOOD NCGS FX4064 HISTORY - 19891205 GOOD NCGS FX4064 HISTORY - 19970104 GOOD USPSQD FX4064 FX4064 STATION DESCRIPTION FX4064 FX4064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX4064'STATION IS 3-1/2 MILES WEST OF GATES, 9-1/2 MILES NORTHEAST OF FX4064'WINTON, AND 3.3 MILES SOUTH OF VIRGINIA-NORTH CAROLINA STATE LINE, ON FX4064'LAND OF G.G. GATLING. FX4064' FX4064'TO REACH FROM FANNYS STORE IN GATES, FOLLOW FX4064'ARROW REYNOLDSON 2-1/2 MILES WEST 0.55 MILE, KEEP STRAIGHT FX4064'AHEAD AT CROSSROADS, CONTINUE 0.9 MILE, TURN LEFT AT T-ROAD FX4064'JUNCTION, PROCEED ABOUT 250 FEET, TURN RIGHT AT ANOTHER T-ROAD, FX4064'CONTINUE 0.85 MILE, TURN RIGHT AT T-ROAD JUNCTION WITH LARGE DEAD FX4064'SNAG AT TRIANGLE JUNCTION, PROCEED 0.4 MILE TO SAVAGES CROSSROADS, FX4064'KEEP STRAIGHT AHEAD, AND CONTINUE 1.0 MILE TO T-ROAD ON LEFT FX4064'AND STATION SITE. STATION IS 18.5 FEET SOUTH OF CENTER LINE OF ROAD, FX4064'60 FEET EAST OF 2-FOOT CEDAR TREE IN NORTHWEST ANGLE OF T-ROAD TO FX4064'RIGHT WHICH IS OPPOSITE ENTRANCE TO GATLINGS HOUSE, AND 80 FEET FX4064'EAST OF GATE ENTRANCE. FX4064' FX4064'SURFACE AND UNDERGROUND MARKS ARE FX4064'STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS ARE FX4064'STANDARD REFERENCE DISKS IN CONCRETE . FX4064' FX4064'REFERENCE MARK NO. 1 IS 57 FEET FX4064'SOUTHEAST OF CENTER LINE OF ROAD AT INTERSECTION OF T-ROAD TO FX4064'EAST, 5 FEET SOUTHWEST OF NORTHWEST CORNER OF PLOWED FIELD WHICH IS FX4064'NORTHWEST OF HOUSE, AND 95.58 FEET FROM STATION S 78 DEG 41 MIN E. FX4064' FX4064'REFERENCE MARK NO. 2 IS 84 FEET WEST OF CENTER OF GATE AND ENTRANCE TO FX4064'HOUSE, 20 FEET SOUTH OF CENTER LINE OF ROAD AT FENCE LINE FX4064'INTERSECTION ON NORTH SIDE OF FENCE, AND 161.60 FEET FROM STATION FX4064'S 88 DEG 00 MIN W. FX4064' FX4064'REFERENCE MARK NO. 3 IS 24 FEET NORTH OF CENTER LINE OF FX4064'ROAD, 24 FEET WEST OF FENCE CORNER, ON WEST SIDE OF ROAD NORTH OF FX4064'POINT WHERE ROAD CURVES TO SOUTHEAST, AND APPROXIMATELY 0.25 FX4064'MILE FROM STATION N87 DEG 24 MIN W. FX4064 FX4064 STATION RECOVERY (1960) FX4064 FX4064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) FX4064'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE FX4064'PROPERTY IS NOW OWNED BY MR. G.L. GATLING. A COMPLETE NEW FX4064'DESCRIPTION FOLLOWS-- STATION IS LOCATED ABOUT 3.5 MILES WEST OF FX4064'GATES, 9.5 MILES NORTHEAST OF WENTON, AND 3.3 MILES NORTH OF THE FX4064'VIRGINIA-NORTH CAROLINA STATE LINE, ON THE SOUTH SIDE OF FX4064'NORTH CAROLINA SECONDARY STATE HIGHWAY 1202, AND ABOUT 300 FEET FX4064'NORTH OF THE GATLING FARM HOUSE. IT IS 110 FEET WEST OF THE FX4064'CENTER LINE OF HIGHWAY 1207, 22 FEET SOUTH OF THE CENTER LINE OF FX4064'HIGHWAY 1202, 79 FEET EAST OF THE CENTER LINE OF MR. GATLINGS FX4064'DRIVE, 3 FEET NORTH OF A WHITE BOARD FENCE, AND 1.0 FOOT NORTH FX4064'OF A U.S.C. AND G.S. WITNESS SIGN. THE MARK PROJECTS 3 INCHES AND FX4064'THE DISK IS STAMPED---GATLING 1933---. FX4064' FX4064'REFERENCE MARK NO. 1 IS 95.58 FEET SOUTHEAST OF THE STATION. IT IS FX4064'57 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 1202, 18 FEET WEST OF THE FX4064'CENTER LINE OF HIGHWAY 1207, 31 FEET SOUTH OF THE NORTHEAST FX4064'CORNER OF THE WHITE BOARD FENCE, AND 5 FEET WEST OF THE FENCE. THE FX4064'MARK PROJECTS 8 INCHES AND DISK IS STAMPED---GATLING NO 1 1933---. FX4064' FX4064'REFERENCE MARK NO. 2 IS 161.60 FEET WEST OF THE STATION. IT IS 82 FX4064'FEET WEST OF THE CENTER LINE OF THE DRIVE, 21 FEET SOUTH OF THE FX4064'CENTER LINE OF HIGHWAY 1202, AND 5 FEET NORTH OF THE NORTHWEST CORNER FX4064'OF THE WHITE BOARD FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS FX4064'STAMPED---GATLING NO 2 1933---. FX4064' FX4064'REFERENCE MARK NO. 3, (AZIMUTH MARK), IS 0.25 MILE WEST OF THE FX4064'STATION AT A POINT WHERE THE ROAD BEGINS TO TURN TO THE SOUTHWEST. FX4064'IT IS 30 FEET NORTH OF THE CENTER LINE OF HIGHWAY 1202, 24 FEET FX4064'WEST OF A FENCE CORNER, 93.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER FX4064'OF A SMALL WHITE TENANT HOUSE, AND 26 FEET EAST OF THE CENTER LINE FX4064'OF THE DRIVE. THE MARK PROJECTS 6 INCHES AND THE DISK IS FX4064'STAMPED---GATLING NO 3 1933---. FX4064' FX4064'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 37 AND SECONDARY FX4064'STATE HIGHWAY 1202 AT GATES, GO WEST ON HIGHWAY 1202 FOR 2.25 MILES FX4064'TO THE CROSSING OF U.S. HIGHWAY 13, CONTINUE STRAIGHT AHEAD ON FX4064'HIGHWAY 1202 FOR 0.9 MILE TO LANE ON LEFT LEADING TO MR. GATLINGS FX4064'HOUSE AND STATION ON LEFT. FX4064 FX4064 STATION RECOVERY (1980) FX4064 FX4064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX4064'ALL MARKS WERE RECOVERED IN GOOD CONDTION AS DESCRIBED. FX4064 FX4064 STATION RECOVERY (1989) FX4064 FX4064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) FX4064'STATION MARK, AND REFERENCE MARKS 1, 2, 3 (AZ MK) WERE ALL RECOVERED FX4064'AS DESCRIBED. STATION IS 39.5 FT (12.0 M) WEST OF THE WEST END OF A FX4064'FIELD ROAD CULVERT. FX4064 FX4064 STATION RECOVERY (1997) FX4064 FX4064'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4064'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4804 *********************************************************************** FX4804 DESIGNATION - GATLING RM 3 AZIMUTH FX4804 PID - FX4804 FX4804 STATE/COUNTY- NC/GATES FX4804 USGS QUAD - GATES (1967) FX4804 FX4804 *CURRENT SURVEY CONTROL FX4804 ___________________________________________________________________ FX4804* NAD 83(1986)- 36 30 13.60293(N) 076 49 59.52833(W) ADJUSTED FX4804* NAVD 88 - 22.37 (+/-2cm) 73.4 (feet) VERTCON FX4804 ___________________________________________________________________ FX4804 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FX4804 GEOID HEIGHT- -35.82 (meters) GEOID03 FX4804 FX4804 HORZ ORDER - SECOND FX4804 VERT ORDER - THIRD ? (See Below) FX4804 FX4804.The North Carolina HARNS have been completed but, FX4804.due to contractual restrictions, coordinates for these stations FX4804.will NOT be published in the near future. In the interim, the FX4804.published coordinates in North Carolina will not be FX4804.consistent with the Continuously Operating Reference Stations FX4804.(CORS). The HARN coordinates for these stations are available FX4804.upon request. Contact Gary Thompson(919-733-3836). FX4804. FX4804.In addition, the published North Carolina positions FX4804.(NAD 83 (1986)) are NOT consistent with those determined in FX4804.adjacent state readjustments. The discontinuity between stations FX4804.located in North Carolina and those in adjacent states FX4804.which have been adjusted to the HARN may be as much as 5 FX4804.decimeters. This will result in a significant loss of accuracy FX4804.over lines crossing such state borders. FX4804 FX4804 FX4804.The horizontal coordinates were established by classical geodetic methods FX4804.and adjusted by the National Geodetic Survey in January 1991. FX4804.No horizontal observational check was made to the station. FX4804 FX4804.The NAVD 88 height was computed by applying the VERTCON shift value to FX4804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4804.The vertical order pertains to the NGVD 29 superseded value. FX4804 FX4804.The Laplace correction was computed from DEFLEC99 derived deflections. FX4804 FX4804.The geoid height was determined by GEOID03. FX4804 FX4804; North East Units Scale Factor Converg. FX4804;SPC NC - 307,622.082 803,723.816 MT 1.00011155 +1 15 02.2 FX4804;SPC NC - 1,009,256.78 2,636,883.89 sFT 1.00011155 +1 15 02.2 FX4804;UTM 18 - 4,041,389.906 335,826.798 MT 0.99993208 -1 05 26.8 FX4804 FX4804! - Elev Factor x Scale Factor = Combined Factor FX4804!SPC NC - 1.00000211 x 1.00011155 = 1.00011366 FX4804!UTM 18 - 1.00000211 x 0.99993208 = 0.99993419 FX4804 FX4804 SUPERSEDED SURVEY CONTROL FX4804 FX4804 NGVD 29 (01/18/91) 22.77 (m) 74.7 (f) LEVELING 3 FX4804 FX4804.Superseded values are not recommended for survey control. FX4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4804.See file dsdata.txt to determine how the superseded data were derived. FX4804 FX4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3582741390(NAD 83) FX4804_MARKER: DD = SURVEY DISK FX4804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX4804_STAMPING: GATLING NO 3 1933 FX4804_MARK LOGO: CGS FX4804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4804+STABILITY: SURFACE MOTION FX4804 FX4804 HISTORY - Date Condition Report By FX4804 HISTORY - 1933 MONUMENTED CGS FX4804 HISTORY - 1933 SEE DESCRIPTION CGS FX4804 HISTORY - 1980 GOOD NCGS FX4804 HISTORY - 19970104 POOR USPSQD FX4804 FX4804 STATION DESCRIPTION FX4804 FX4804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX4804'STATION IS LOCATED APPROXIMATELY 3.3 MILES WEST OF GATES AND 3.1 MILES FX4804'NORTH-NORTHWEST OF RODUCO. FX4804' FX4804'TO REACH STATION FROM INTERSECTION OF US 13 AND US 158 AT TARHEEL, FX4804'PROCEED NORTHEAST ALONG US 13 FOR 4.2 MILES TO SR 1202 CROSSROAD, FX4804'THENCE WEST ALONG SR 1202 FOR 1.3 MILES TO STATION ON RIGHT, IN FX4804'SOUTHEAST CORNER OF YARD OF A SMALL WHITE FRAME HOUSE. FX4804' FX4804'STATION MARK IS A STANDARD CGS DISK STAMPED---GATLING 1933 NO 3---SET FX4804'IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, 8 INCHES ABOVE GROUND FX4804'SURFACE. MARK IS 30.8 FEET NORTH OF CENTERLINE OF SR 1202, 27.3 FEET FX4804'WEST OF CENTERLINE OF DIRT DRIVEWAY, 93.2 FEET EAST-SOUTHEAST OF FX4804'SOUTHEAST CORNER OF HOUSE, 123.4 FEET WEST OF TELEPHONE PEDESTAL, 24.7 FX4804'FEET EAST OF CORNER FENCE POST WITH REFERENCE TAG AND 100.5 FEET SOUTH FX4804'OF SOUTHEAST CORNER OF HORSE BARN. FX4804 FX4804 STATION RECOVERY (1997) FX4804 FX4804'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4804'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2712 *********************************************************************** FX2712 DESIGNATION - GRAVES FX2712 PID - FX2712 FX2712 STATE/COUNTY- NC/GATES FX2712 USGS QUAD - MERCHANTS MILLPOND (1981) FX2712 FX2712 *CURRENT SURVEY CONTROL FX2712 ___________________________________________________________________ FX2712* NAD 83(1986)- 36 26 49.37855(N) 076 37 56.07226(W) ADJUSTED FX2712* NAVD 88 - 10.595 (meters) 34.76 (feet) ADJUSTED FX2712 ___________________________________________________________________ FX2712 LAPLACE CORR- -3.77 (seconds) DEFLEC99 FX2712 GEOID HEIGHT- -36.28 (meters) GEOID03 FX2712 DYNAMIC HT - 10.586 (meters) 34.73 (feet) COMP FX2712 MODELED GRAV- 979,847.5 (mgal) NAVD 88 FX2712 FX2712 HORZ ORDER - SECOND FX2712 VERT ORDER - SECOND CLASS II FX2712 FX2712.The North Carolina HARNS have been completed but, FX2712.due to contractual restrictions, coordinates for these stations FX2712.will NOT be published in the near future. In the interim, the FX2712.published coordinates in North Carolina will not be FX2712.consistent with the Continuously Operating Reference Stations FX2712.(CORS). The HARN coordinates for these stations are available FX2712.upon request. Contact Gary Thompson(919-733-3836). FX2712. FX2712.In addition, the published North Carolina positions FX2712.(NAD 83 (1986)) are NOT consistent with those determined in FX2712.adjacent state readjustments. The discontinuity between stations FX2712.located in North Carolina and those in adjacent states FX2712.which have been adjusted to the HARN may be as much as 5 FX2712.decimeters. This will result in a significant loss of accuracy FX2712.over lines crossing such state borders. FX2712 FX2712 FX2712.The horizontal coordinates were established by classical geodetic methods FX2712.and adjusted by the National Geodetic Survey in January 1991. FX2712 FX2712.The orthometric height was determined by differential leveling FX2712.and adjusted by the National Geodetic Survey in June 1991. FX2712 FX2712.The Laplace correction was computed from DEFLEC99 derived deflections. FX2712 FX2712.The geoid height was determined by GEOID03. FX2712 FX2712.The dynamic height is computed by dividing the NAVD 88 FX2712.geopotential number by the normal gravity value computed on the FX2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2712.degrees latitude (g = 980.6199 gals.). FX2712 FX2712.The modeled gravity was interpolated from observed gravity values. FX2712 FX2712; North East Units Scale Factor Converg. FX2712;SPC NC - 301,739.341 821,874.629 MT 1.00009033 +1 21 59.8 FX2712;SPC NC - 989,956.49 2,696,433.68 sFT 1.00009033 +1 21 59.8 FX2712;UTM 18 - 4,034,772.679 353,718.771 MT 0.99986364 -0 58 11.5 FX2712 FX2712! - Elev Factor x Scale Factor = Combined Factor FX2712!SPC NC - 1.00000403 x 1.00009033 = 1.00009436 FX2712!UTM 18 - 1.00000403 x 0.99986364 = 0.99986767 FX2712 FX2712 SUPERSEDED SURVEY CONTROL FX2712 FX2712 NGVD 29 (01/18/91) 10.94 (m) 35.9 (f) LEVELING 3 FX2712 FX2712.Superseded values are not recommended for survey control. FX2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2712.See file dsdata.txt to determine how the superseded data were derived. FX2712 FX2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5371934773(NAD 83) FX2712_MARKER: DE = TRAVERSE STATION DISK FX2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2712_SP_SET: CONCRETE POST FX2712_STAMPING: GRAVES 1980 FX2712_MARK LOGO: NCGS FX2712_PROJECTION: RECESSED 15 CENTIMETERS FX2712_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2712+STABILITY: SURFACE MOTION FX2712 FX2712 HISTORY - Date Condition Report By FX2712 HISTORY - 1980 MONUMENTED NCGS FX2712 HISTORY - 1981 GOOD NCGS FX2712 HISTORY - 19970413 POOR USPSQD FX2712 FX2712 STATION DESCRIPTION FX2712 FX2712'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2712'STATION IS LOCATED APPROXIMATELY 1.3 MILES NORTHWEST OF SUNBURY AND FX2712'7.3 MILES NORTHEAST OF GATESVILLE. FX2712' FX2712'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2712'PROCEED WEST ALONG US 158 FOR 1.3 MILES TO STATION IN RIGHT SHOULDER FX2712'ON PROLONGATION OF TWO GRAVE STONES, APPROXIMATELY 0.1 MILE WEST OF A FX2712'TWO STORY BROWN FRAME HOUSE, AND 0.6 MILE WEST OF BRIDGE OVER DUKE FX2712'SWAMP. FX2712' FX2712'STATION MARK IS A STANDARD DISK STAMPED---GRAVES 1980---SET IN TOP OF FX2712'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2712'13.9 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 39.8 FEET SOUTHWEST OF FX2712'SOUTH GRAVE HEADSTONES OF WILLIAMS NAME, 59.4 FEET SOUTHEAST OF 18 FX2712'INCH HICKORY WITH REFERENCE TAG AND 109.0 FEET NORTHWEST OF POWER FX2712'POLE (UG83) WITH REFERENCE TAG. FX2712 FX2712 STATION RECOVERY (1981) FX2712 FX2712'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2712'1.3 MI NW FROM SUNBURY. FX2712'1.3 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2712'SUNBURY, IN HIGHWAY SHOULDER ON PROLONGATION OF TWO LONE GRAVE FX2712'STONES, APPROXIMATELY 0.1 MILE WEST OF A TWO STORY BROWN FRAME FX2712'HOUSE, 0.6 MILE WEST OF BRIDGE OVER DUKE SWAMP, AND 0.85 MILE EAST OF FX2712'INTERSECTION WITH SR 1321. 13.9 FEET NORTHEAST OF CENTERLINE OF FX2712'HIGHWAY, 39.8 FEET SOUTHWEST OF SOUTHERNMOST OF TWO GRAVE HEADSTONES FX2712'BEARING WILLIAMS NAME, 59.4 FEET SOUTHEAST OF 18 INCH HICKORY WITH FX2712'REFERENCE TAG AND 109.0 FEET NORTHWEST OF POWER POLE UG 83 WITH FX2712'REFERENCE TAG. FX2712'THE MARK IS 1 FT BELOW HIGHWAY. FX2712 FX2712 STATION RECOVERY (1997) FX2712 FX2712'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2712'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5269 *********************************************************************** FX5269 DESIGNATION - HARIDDICK FX5269 PID - FX5269 FX5269 STATE/COUNTY- NC/GATES FX5269 USGS QUAD - GATESVILLE (1990) FX5269 FX5269 *CURRENT SURVEY CONTROL FX5269 ___________________________________________________________________ FX5269* NAD 83(1986)- 36 24 34.80334(N) 076 45 06.71668(W) ADJUSTED FX5269* NAVD 88 - 7.1 (meters) 23. (feet) VERTCON FX5269 ___________________________________________________________________ FX5269 LAPLACE CORR- -4.09 (seconds) DEFLEC99 FX5269 GEOID HEIGHT- -36.04 (meters) GEOID03 FX5269 FX5269 HORZ ORDER - SECOND FX5269 FX5269.The North Carolina HARNS have been completed but, FX5269.due to contractual restrictions, coordinates for these stations FX5269.will NOT be published in the near future. In the interim, the FX5269.published coordinates in North Carolina will not be FX5269.consistent with the Continuously Operating Reference Stations FX5269.(CORS). The HARN coordinates for these stations are available FX5269.upon request. Contact Gary Thompson(919-733-3836). FX5269. FX5269.In addition, the published North Carolina positions FX5269.(NAD 83 (1986)) are NOT consistent with those determined in FX5269.adjacent state readjustments. The discontinuity between stations FX5269.located in North Carolina and those in adjacent states FX5269.which have been adjusted to the HARN may be as much as 5 FX5269.decimeters. This will result in a significant loss of accuracy FX5269.over lines crossing such state borders. FX5269 FX5269 FX5269.The horizontal coordinates were established by classical geodetic methods FX5269.and adjusted by the National Geodetic Survey in January 1991. FX5269 FX5269.The NAVD 88 height was computed by applying the VERTCON shift value to FX5269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5269 FX5269.The Laplace correction was computed from DEFLEC99 derived deflections. FX5269 FX5269.The geoid height was determined by GEOID03. FX5269 FX5269; North East Units Scale Factor Converg. FX5269;SPC NC - 297,342.555 811,246.012 MT 1.00007689 +1 17 51.2 FX5269;SPC NC - 975,531.37 2,661,562.96 sFT 1.00007689 +1 17 51.2 FX5269;UTM 18 - 4,030,813.752 342,921.864 MT 0.99990400 -1 02 24.1 FX5269 FX5269! - Elev Factor x Scale Factor = Combined Factor FX5269!SPC NC - 1.00000455 x 1.00007689 = 1.00008144 FX5269!UTM 18 - 1.00000455 x 0.99990400 = 0.99990855 FX5269 FX5269 SUPERSEDED SURVEY CONTROL FX5269 FX5269 NGVD 29 (01/18/91) 7.4 (m) 24. (f) VERT ANG FX5269 FX5269.Superseded values are not recommended for survey control. FX5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5269.See file dsdata.txt to determine how the superseded data were derived. FX5269 FX5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4292230814(NAD 83) FX5269_MARKER: DE = TRAVERSE STATION DISK FX5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5269_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5269_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5269+STABILITY: SURFACE MOTION FX5269 FX5269 HISTORY - Date Condition Report By FX5269 HISTORY - 1980 MONUMENTED NCGS FX5269 FX5269 STATION DESCRIPTION FX5269 FX5269'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5269'THE STATION IS LOCATED IN NORTHEAST GATESVILLE. FX5269' FX5269'TO REACH THE STATION FROM THE INTERSECTION OF NC 37 AND US 158 FX5269'BUSINESS IN NORTH GATESVILLE, PROCEED NORTHEASTERLY ALONG US 158 FX5269'BUSINESS FOR 0.2 MILE TO STATION ON RIGHT, ON PROPERTY LINE BETWEEN FX5269'H.A. RIDDICK AND W.C. CARROLL. FX5269' FX5269'STATION MARK IS A STANDARD DISK STAMPED---HARIDDICK 1980---SET IN TOP FX5269'OF A 9 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS FX5269'21.2 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 8.6 FEET SOUTHWEST OF FX5269'CENTERLINE OF SOUTH DRIVEWAY TO CARROLL RESIDENCE, 88.5 FEET NORTHEAST FX5269'OF CENTERLINE OF DRIVEWAY TO RIDDICK RESIDENCE, 99.5 FEET WEST FX5269'NORTHWEST OF WEST CORNER OF SIDE PORCH OF CARROLL RESIDENCE, 94.9 FEET FX5269'NORTH-NORTHWEST OF NORTHERNMOST CORNER OF RIDDICK RESIDENCE, 9.5 FEET FX5269'NORTHWEST OF POWER POLE WITH TRANSFORMER AND LIGHT AND WITH REFERENCE FX5269'TAG AND 13.7 FEET NORTH OF WATER METER COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2744 *********************************************************************** FX2744 DESIGNATION - HEDGE FX2744 PID - FX2744 FX2744 STATE/COUNTY- NC/GATES FX2744 USGS QUAD - WINTON (1982) FX2744 FX2744 *CURRENT SURVEY CONTROL FX2744 ___________________________________________________________________ FX2744* NAD 83(1986)- 36 25 50.09039(N) 076 53 52.03415(W) ADJUSTED FX2744* NAVD 88 - 3.297 (meters) 10.82 (feet) ADJUSTED FX2744 ___________________________________________________________________ FX2744 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX2744 GEOID HEIGHT- -35.66 (meters) GEOID03 FX2744 DYNAMIC HT - 3.294 (meters) 10.81 (feet) COMP FX2744 MODELED GRAV- 979,845.6 (mgal) NAVD 88 FX2744 FX2744 HORZ ORDER - SECOND FX2744 VERT ORDER - SECOND CLASS II FX2744 FX2744.The North Carolina HARNS have been completed but, FX2744.due to contractual restrictions, coordinates for these stations FX2744.will NOT be published in the near future. In the interim, the FX2744.published coordinates in North Carolina will not be FX2744.consistent with the Continuously Operating Reference Stations FX2744.(CORS). The HARN coordinates for these stations are available FX2744.upon request. Contact Gary Thompson(919-733-3836). FX2744. FX2744.In addition, the published North Carolina positions FX2744.(NAD 83 (1986)) are NOT consistent with those determined in FX2744.adjacent state readjustments. The discontinuity between stations FX2744.located in North Carolina and those in adjacent states FX2744.which have been adjusted to the HARN may be as much as 5 FX2744.decimeters. This will result in a significant loss of accuracy FX2744.over lines crossing such state borders. FX2744 FX2744 FX2744.The horizontal coordinates were established by classical geodetic methods FX2744.and adjusted by the National Geodetic Survey in January 1991. FX2744 FX2744.The orthometric height was determined by differential leveling FX2744.and adjusted by the National Geodetic Survey in June 1991. FX2744 FX2744.The Laplace correction was computed from DEFLEC99 derived deflections. FX2744 FX2744.The geoid height was determined by GEOID03. FX2744 FX2744.The dynamic height is computed by dividing the NAVD 88 FX2744.geopotential number by the normal gravity value computed on the FX2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2744.degrees latitude (g = 980.6199 gals.). FX2744 FX2744.The modeled gravity was interpolated from observed gravity values. FX2744 FX2744; North East Units Scale Factor Converg. FX2744;SPC NC - 299,376.090 798,110.566 MT 1.00008436 +1 12 48.0 FX2744;SPC NC - 982,203.06 2,618,467.75 sFT 1.00008436 +1 12 48.0 FX2744;UTM 18 - 4,033,381.310 329,882.323 MT 0.99995657 -1 07 38.2 FX2744 FX2744! - Elev Factor x Scale Factor = Combined Factor FX2744!SPC NC - 1.00000508 x 1.00008436 = 1.00008944 FX2744!UTM 18 - 1.00000508 x 0.99995657 = 0.99996165 FX2744 FX2744 SUPERSEDED SURVEY CONTROL FX2744 FX2744 NGVD 29 (01/18/91) 3.66 (m) 12.0 (f) LEVELING 3 FX2744 FX2744.Superseded values are not recommended for survey control. FX2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2744.See file dsdata.txt to determine how the superseded data were derived. FX2744 FX2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2988233381(NAD 83) FX2744_MARKER: DE = TRAVERSE STATION DISK FX2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2744_SP_SET: CONCRETE POST FX2744_STAMPING: HEDGE 1980 FX2744_MARK LOGO: NCGS FX2744_PROJECTION: RECESSED 13 CENTIMETERS FX2744_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2744+STABILITY: SURFACE MOTION FX2744 FX2744 HISTORY - Date Condition Report By FX2744 HISTORY - 1980 MONUMENTED NCGS FX2744 HISTORY - 1981 GOOD NCGS FX2744 HISTORY - 19970104 GOOD USPSQD FX2744 FX2744 STATION DESCRIPTION FX2744 FX2744'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2744'STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF WINTON AND 5.3 FX2744'MILES SOUTHWEST OF RODUCO. FX2744' FX2744'TO REACH STATION FROM THE US 13-US 158 BRIDGE OVER THE CHOWAN RIVER AT FX2744'WINTON, PROCEED NORTHEAST ALONG US 13-US 158 FOR 2.8 MILES TO STATION FX2744'IN LEFT SHOULDER DIRECTLY ACROSS HIGHWAY FROM A TWO STORY FRAME HOUSE FX2744'AND 0.5 MILE SOUTHWEST OF NC 137. FX2744' FX2744'STATION MARK IS A STANDARD DISK STAMPED---HEDGE 1980---SET IN THE TOP FX2744'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 5 INCHES BELOW GROUND FX2744'SURFACE. MARK IS 20.6 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, FX2744'83.6 FEET WEST OF TELEPHONE PEDESTAL ACROSS HIGHWAY, 6.0 FEET FX2744'NORTHEAST OF MAILBOX POST--54--, 17.3 FEET EAST OF 24 INCH OAK WITH FX2744'REFERENCE TAG AND 38.6 FEET SOUTHWEST OF 18 INCH GUM WITH REFERENCE FX2744'TAG. FX2744 FX2744 STATION RECOVERY (1981) FX2744 FX2744'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2744'3.5 MI NE FROM WINTON. FX2744'2.8 MILES NORTHEAST ALONG U.S. 13-U.S. 158 FROM THE CENTER OF THE FX2744'BRIDGE OVER THE CHOWAN RIVER, IN HIGHWAY SHOULDER DIRECTLY ACROSS FX2744'HIGHWAY FROM A TWO STORY FRAME HOUSE, AND 0.5 MILE SOUTHWEST OF FX2744'INTERSECTION WITH N.C. 137. 20.6 FEET NORTHWEST OF CENTERLINE OF FX2744'HIGHWAY, 6.0 FEET NORTHEAST OF MAILBOX POST 54, 17.3 FEET EAST OF FX2744'24 INCH OAK WITH REFERENCE TAG, 38.6 FEET SOUTHWEST OF 18 INCH GUM FX2744'WITH REFERENCE TAG AND 83.6 FEET WEST OF TELEPHONE PEDESTAL ACROSS FX2744'HIGHWAY. FX2744'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2744 FX2744 STATION RECOVERY (1997) FX2744 FX2744'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2744'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5272 *********************************************************************** FX5272 DESIGNATION - HELP FX5272 PID - FX5272 FX5272 STATE/COUNTY- NC/GATES FX5272 USGS QUAD - GATES (1967) FX5272 FX5272 *CURRENT SURVEY CONTROL FX5272 ___________________________________________________________________ FX5272* NAD 83(1986)- 36 32 04.14850(N) 076 46 12.39481(W) ADJUSTED FX5272* NAVD 88 - 20.6 (meters) 68. (feet) VERTCON FX5272 ___________________________________________________________________ FX5272 LAPLACE CORR- -3.56 (seconds) DEFLEC99 FX5272 GEOID HEIGHT- -35.93 (meters) GEOID03 FX5272 FX5272 HORZ ORDER - SECOND FX5272 FX5272.The North Carolina HARNS have been completed but, FX5272.due to contractual restrictions, coordinates for these stations FX5272.will NOT be published in the near future. In the interim, the FX5272.published coordinates in North Carolina will not be FX5272.consistent with the Continuously Operating Reference Stations FX5272.(CORS). The HARN coordinates for these stations are available FX5272.upon request. Contact Gary Thompson(919-733-3836). FX5272. FX5272.In addition, the published North Carolina positions FX5272.(NAD 83 (1986)) are NOT consistent with those determined in FX5272.adjacent state readjustments. The discontinuity between stations FX5272.located in North Carolina and those in adjacent states FX5272.which have been adjusted to the HARN may be as much as 5 FX5272.decimeters. This will result in a significant loss of accuracy FX5272.over lines crossing such state borders. FX5272 FX5272 FX5272.The horizontal coordinates were established by classical geodetic methods FX5272.and adjusted by the National Geodetic Survey in January 1991. FX5272 FX5272.The NAVD 88 height was computed by applying the VERTCON shift value to FX5272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5272 FX5272.The Laplace correction was computed from DEFLEC99 derived deflections. FX5272 FX5272.The geoid height was determined by GEOID03. FX5272 FX5272; North East Units Scale Factor Converg. FX5272;SPC NC - 311,154.322 809,298.780 MT 1.00012345 +1 17 13.3 FX5272;SPC NC - 1,020,845.47 2,655,174.41 sFT 1.00012345 +1 17 13.3 FX5272;UTM 18 - 4,044,690.809 341,540.277 MT 0.99990936 -1 03 14.3 FX5272 FX5272! - Elev Factor x Scale Factor = Combined Factor FX5272!SPC NC - 1.00000241 x 1.00012345 = 1.00012586 FX5272!UTM 18 - 1.00000241 x 0.99990936 = 0.99991177 FX5272 FX5272 SUPERSEDED SURVEY CONTROL FX5272 FX5272 NGVD 29 (01/18/91) 21.0 (m) 69. (f) VERT ANG FX5272 FX5272.Superseded values are not recommended for survey control. FX5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5272.See file dsdata.txt to determine how the superseded data were derived. FX5272 FX5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4154044691(NAD 83) FX5272_MARKER: DE = TRAVERSE STATION DISK FX5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5272_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5272_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5272+STABILITY: SURFACE MOTION FX5272 FX5272 HISTORY - Date Condition Report By FX5272 HISTORY - 1980 MONUMENTED NCGS FX5272 HISTORY - 19970104 GOOD USPSQD FX5272 FX5272 STATION DESCRIPTION FX5272 FX5272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5272'STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF GATES AND 5.5 FX5272'MILES NORTHEAST OF RODUCO. FX5272' FX5272'TO REACH STATION FROM THE INTERSECTION OF US 13 AND US 158 IN TARHEEL, FX5272'PROCEED NORTHEASTERLY ALONG US 13 FOR 7.6 MILES TO STATION ON RIGHT FX5272'UNDER POWER LINE, ACROSS HIGHWAY FROM A GREEN SHINGLED HOUSE ,AND 0.4 FX5272'MILE SOUTHWEST OF NC 37 INTERSECTION. FX5272' FX5272'STATION MARK IS A STANDARD DISK STAMPED---HELP 1980---SET IN TOP OF A FX5272'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 41.3 FX5272'FEET SOUTHEAST OF HIGHWAY, 145.5 FEET SOUTH-SOUTHWEST OF CENTERLINE FX5272'INTERSECTION OF HIGHWAY AND DIRT DRIVEWAY AND 41.2 FEET NORTHWEST OF FX5272'16 INCH OAK, 43.8 FEET NORTHEAST OF 6 INCH PINE AND 91.3 FEET FX5272'SOUTHWEST OF 15 INCH PINE ALL WITH REFERENCE TAGS. FX5272 FX5272 STATION RECOVERY (1997) FX5272 FX5272'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2696 *********************************************************************** FX2696 DESIGNATION - HOLLOWELL FX2696 PID - FX2696 FX2696 STATE/COUNTY- NC/GATES FX2696 USGS QUAD - SUNBURY (1981) FX2696 FX2696 *CURRENT SURVEY CONTROL FX2696 ___________________________________________________________________ FX2696* NAD 83(1986)- 36 26 38.45656(N) 076 33 58.34898(W) ADJUSTED FX2696* NAVD 88 - 13.747 (meters) 45.10 (feet) ADJUSTED FX2696 ___________________________________________________________________ FX2696 LAPLACE CORR- -3.52 (seconds) DEFLEC99 FX2696 GEOID HEIGHT- -36.41 (meters) GEOID03 FX2696 DYNAMIC HT - 13.736 (meters) 45.07 (feet) COMP FX2696 MODELED GRAV- 979,849.7 (mgal) NAVD 88 FX2696 FX2696 HORZ ORDER - SECOND FX2696 VERT ORDER - SECOND CLASS II FX2696 FX2696.The North Carolina HARNS have been completed but, FX2696.due to contractual restrictions, coordinates for these stations FX2696.will NOT be published in the near future. In the interim, the FX2696.published coordinates in North Carolina will not be FX2696.consistent with the Continuously Operating Reference Stations FX2696.(CORS). The HARN coordinates for these stations are available FX2696.upon request. Contact Gary Thompson(919-733-3836). FX2696. FX2696.In addition, the published North Carolina positions FX2696.(NAD 83 (1986)) are NOT consistent with those determined in FX2696.adjacent state readjustments. The discontinuity between stations FX2696.located in North Carolina and those in adjacent states FX2696.which have been adjusted to the HARN may be as much as 5 FX2696.decimeters. This will result in a significant loss of accuracy FX2696.over lines crossing such state borders. FX2696 FX2696 FX2696.The horizontal coordinates were established by classical geodetic methods FX2696.and adjusted by the National Geodetic Survey in January 1991. FX2696 FX2696.The orthometric height was determined by differential leveling FX2696.and adjusted by the National Geodetic Survey in June 1991. FX2696 FX2696.The Laplace correction was computed from DEFLEC99 derived deflections. FX2696 FX2696.The geoid height was determined by GEOID03. FX2696 FX2696.The dynamic height is computed by dividing the NAVD 88 FX2696.geopotential number by the normal gravity value computed on the FX2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2696.degrees latitude (g = 980.6199 gals.). FX2696 FX2696.The modeled gravity was interpolated from observed gravity values. FX2696 FX2696; North East Units Scale Factor Converg. FX2696;SPC NC - 301,545.922 827,801.792 MT 1.00008923 +1 24 17.0 FX2696;SPC NC - 989,321.91 2,715,879.71 sFT 1.00008923 +1 24 17.0 FX2696;UTM 18 - 4,034,337.950 359,631.727 MT 0.99984276 -0 55 49.9 FX2696 FX2696! - Elev Factor x Scale Factor = Combined Factor FX2696!SPC NC - 1.00000356 x 1.00008923 = 1.00009279 FX2696!UTM 18 - 1.00000356 x 0.99984276 = 0.99984632 FX2696 FX2696 SUPERSEDED SURVEY CONTROL FX2696 FX2696 NAVD 88 (10/17/03) 13.75 (m) 45.1 (f) LEVELING 3 FX2696 NGVD 29 (01/18/91) 14.08 (m) 46.2 (f) LEVELING 3 FX2696 FX2696.Superseded values are not recommended for survey control. FX2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2696.See file dsdata.txt to determine how the superseded data were derived. FX2696 FX2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5963234338(NAD 83) FX2696_MARKER: DH = HORIZONTAL CONTROL DISK FX2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2696_SP_SET: CONCRETE POST FX2696_STAMPING: HOLLOWELL 1980 FX2696_MARK LOGO: NCGS FX2696_PROJECTION: FLUSH FX2696_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2696+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2696 FX2696 HISTORY - Date Condition Report By FX2696 HISTORY - 1980 MONUMENTED NCGS FX2696 HISTORY - 1980 GOOD NCGS FX2696 HISTORY - 19940627 GOOD NCGS FX2696 HISTORY - 19970413 GOOD USPSQD FX2696 FX2696 STATION DESCRIPTION FX2696 FX2696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2696'STATION IS LOCATED APPROXIMATELY 1.2 MILES WEST OF ACRON HILL AND 2.4 FX2696'MILES EAST OF SUNBURY. FX2696' FX2696'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2696'PROCEED EAST ALONG US 158 FOR 2.55 MILES TO SR 1336 AND STATION ON FX2696'LEFT IN EAST YARD OF THE TWO STORY HOLLOWELL RESIDENCE AT GRAPE VINE. FX2696' FX2696'STATION MARK IS A STANDARD DISK STAMPED---HOLLOWELL 1980---SET IN TOP FX2696'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS FX2696'55.6 FEET NORTH OF CENTERLINE OF HIGHWAY, 56.0 FEET NORTHWEST OF FX2696'CENTERLINE OF INTERSECTION, 122.0 FEET EAST OF CENTERLINE OF DRIVE FX2696'TO HOUSE, 55.0 FEET EAST OF SERVICE POLE WITH REFERENCE TAG AND 78.5 FX2696'FEET NORTHEAST OF WATER METER COVER. FX2696 FX2696 STATION RECOVERY (1980) FX2696 FX2696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2696'2.5 MI EAST FROM SUNBURY. FX2696'2.55 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2696'SUNBURY, AT INTERSECTION WITH SR 1336, AT GRAPE ARBOR IN EAST END FX2696'OF YARD OF A TWO STORY HOUSE. 55.6 FEET NORTH OF CENTERLINE OF FX2696'HIGHWAY, 56.0 FEET NORTHWEST OF CENTERLINE INTERSECTION, 122.0 FEET FX2696'EAST OF CENTERLINE OF DRIVE TO HOUSE, 55.0 FEET EAST OF SERVICE FX2696'POLE WITH REFERENCE TAG AND 78.5 FEET NORTHEAST OF WATER METER FX2696'COVER. FX2696'THE MARK IS 1 FT BELOW HIGHWAY. FX2696 FX2696 STATION RECOVERY (1994) FX2696 FX2696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2696'RECOVERED AS DESCRIBED. REFERENCES WERE NOT CHECKED COMPLETELY DURING FX2696'THIS RECOVERY. FX2696 FX2696 STATION RECOVERY (1997) FX2696 FX2696'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2696'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3899 *********************************************************************** FX3899 DESIGNATION - HORN FX3899 PID - FX3899 FX3899 STATE/COUNTY- NC/GATES FX3899 USGS QUAD - GATESVILLE (1990) FX3899 FX3899 *CURRENT SURVEY CONTROL FX3899 ___________________________________________________________________ FX3899* NAD 83(1986)- 36 22 58.05021(N) 076 51 58.57141(W) ADJUSTED FX3899* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3899 ___________________________________________________________________ FX3899 LAPLACE CORR- -4.91 (seconds) DEFLEC99 FX3899 GEOID HEIGHT- -35.75 (meters) GEOID03 FX3899 FX3899 HORZ ORDER - THIRD FX3899 FX3899.The North Carolina HARNS have been completed but, FX3899.due to contractual restrictions, coordinates for these stations FX3899.will NOT be published in the near future. In the interim, the FX3899.published coordinates in North Carolina will not be FX3899.consistent with the Continuously Operating Reference Stations FX3899.(CORS). The HARN coordinates for these stations are available FX3899.upon request. Contact Gary Thompson(919-733-3836). FX3899. FX3899.In addition, the published North Carolina positions FX3899.(NAD 83 (1986)) are NOT consistent with those determined in FX3899.adjacent state readjustments. The discontinuity between stations FX3899.located in North Carolina and those in adjacent states FX3899.which have been adjusted to the HARN may be as much as 5 FX3899.decimeters. This will result in a significant loss of accuracy FX3899.over lines crossing such state borders. FX3899 FX3899 FX3899.The horizontal coordinates were established by classical geodetic methods FX3899.and adjusted by the National Geodetic Survey in July 1986. FX3899 FX3899.The orthometric height was scaled from a topographic map. FX3899 FX3899.The Laplace correction was computed from DEFLEC99 derived deflections. FX3899 FX3899.The geoid height was determined by GEOID03. FX3899 FX3899; North East Units Scale Factor Converg. FX3899;SPC NC - 294,134.238 801,050.344 MT 1.00006749 +1 13 53.5 FX3899;SPC NC - 965,005.41 2,628,112.67 sFT 1.00006749 +1 13 53.5 FX3899;UTM 18 - 4,028,024.483 332,605.316 MT 0.99994525 -1 06 26.2 FX3899 FX3899! - Elev Factor x Scale Factor = Combined Factor FX3899!SPC NC - 1.00000567 x 1.00006749 = 1.00007316 FX3899!UTM 18 - 1.00000567 x 0.99994525 = 0.99995092 FX3899 FX3899: Primary Azimuth Mark Grid Az FX3899:SPC NC - PILE 157 27 51.9 FX3899:UTM 18 - PILE 159 48 11.6 FX3899 FX3899|---------------------------------------------------------------------| FX3899| PID Reference Object Distance Geod. Az | FX3899| dddmmss.s | FX3899| FX3900 PILE APPROX. 0.6 KM 1584145.4 | FX3899| FX4848 HORN WM 11.820 METERS 16530 | FX3899| FX4847 HORN RM 1 9.810 METERS 33840 | FX3899|---------------------------------------------------------------------| FX3899 FX3899 SUPERSEDED SURVEY CONTROL FX3899 FX3899 NAD 27 - 36 22 57.49100(N) 076 51 59.67500(W) AD( ) 3 FX3899 FX3899.Superseded values are not recommended for survey control. FX3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3899.See file dsdata.txt to determine how the superseded data were derived. FX3899 FX3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3260528024(NAD 83) FX3899_MARKER: I = METAL ROD FX3899_SETTING: 0 = UNSPECIFIED SETTING FX3899 FX3899 HISTORY - Date Condition Report By FX3899 HISTORY - 1932 MONUMENTED CGS FX3899 HISTORY - 1963 GOOD CGS FX3899 FX3899 STATION DESCRIPTION FX3899 FX3899'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3899'MARKED BY A 3 INCH GALV. IRON PIPE DRIVEN IN AN OLD CYPRESS STUMP. FX3899'LOCATED ON THE EAST SIDE OF CHOWAN RIVER 1.03 MILES SOUTH OF FX3899'A.C.L. RAILROAD BRIDGE ACROSS RIVER AT TUNIS, N.C., 0.03 MILE FX3899'NORTH OF BUCKHORN CREEK, AND ABOUT 3 METERS OFF SHORE. FX3899' FX3899'ONE REFERENCE MARK AND ONE WITNESS MARK WERE SET. THE REFERENCE FX3899'MARK IS A STANDARD BRASS DISC SET IN CONCRETE BLOCK SET IN A SMALL FX3899'CLEARING IN THE BRUSH 1 METER IN SHORE. THE WITNESS MARK IS A FX3899'RAILROAD SPIKE DRIVEN IN A TRIANGULAR BLAZE IN A 30 INCH CYPRESS FX3899'TREE STANDING ABOUT METERS OFF SHORE. FX3899 FX3899 STATION RECOVERY (1963) FX3899 FX3899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3899'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. FX3899'THE STUMP IS COVERED WITH BRUSH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3918 *********************************************************************** FX3918 DESIGNATION - ISLAND FX3918 PID - FX3918 FX3918 STATE/COUNTY- NC/GATES FX3918 USGS QUAD - HARRELLSVILLE (1982) FX3918 FX3918 *CURRENT SURVEY CONTROL FX3918 ___________________________________________________________________ FX3918* NAD 83(1986)- 36 21 49.96676(N) 076 47 15.99299(W) ADJUSTED FX3918* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3918 ___________________________________________________________________ FX3918 LAPLACE CORR- -4.63 (seconds) DEFLEC99 FX3918 GEOID HEIGHT- -35.97 (meters) GEOID03 FX3918 FX3918 HORZ ORDER - THIRD FX3918 FX3918.The North Carolina HARNS have been completed but, FX3918.due to contractual restrictions, coordinates for these stations FX3918.will NOT be published in the near future. In the interim, the FX3918.published coordinates in North Carolina will not be FX3918.consistent with the Continuously Operating Reference Stations FX3918.(CORS). The HARN coordinates for these stations are available FX3918.upon request. Contact Gary Thompson(919-733-3836). FX3918. FX3918.In addition, the published North Carolina positions FX3918.(NAD 83 (1986)) are NOT consistent with those determined in FX3918.adjacent state readjustments. The discontinuity between stations FX3918.located in North Carolina and those in adjacent states FX3918.which have been adjusted to the HARN may be as much as 5 FX3918.decimeters. This will result in a significant loss of accuracy FX3918.over lines crossing such state borders. FX3918 FX3918 FX3918.The horizontal coordinates were established by classical geodetic methods FX3918.and adjusted by the National Geodetic Survey in July 1986. FX3918 FX3918.The orthometric height was scaled from a topographic map. FX3918 FX3918.The Laplace correction was computed from DEFLEC99 derived deflections. FX3918 FX3918.The geoid height was determined by GEOID03. FX3918 FX3918; North East Units Scale Factor Converg. FX3918;SPC NC - 292,190.193 808,138.846 MT 1.00006101 +1 16 36.6 FX3918;SPC NC - 958,627.32 2,651,368.86 sFT 1.00006101 +1 16 36.6 FX3918;UTM 18 - 4,025,793.191 339,607.681 MT 0.99991697 -1 03 36.8 FX3918 FX3918! - Elev Factor x Scale Factor = Combined Factor FX3918!SPC NC - 1.00000570 x 1.00006101 = 1.00006671 FX3918!UTM 18 - 1.00000570 x 0.99991697 = 0.99992267 FX3918 FX3918: Primary Azimuth Mark Grid Az FX3918:SPC NC - SAREM 089 21 57.5 FX3918:UTM 18 - SAREM 091 42 10.9 FX3918 FX3918|---------------------------------------------------------------------| FX3918| PID Reference Object Distance Geod. Az | FX3918| dddmmss.s | FX3918| FX3930 SAREM APPROX. 0.9 KM 0903834.1 | FX3918| FX4857 ISLAND RM 1 19.310 METERS 23230 | FX3918| FX4858 ISLAND RM 2 7.520 METERS 32237 | FX3918|---------------------------------------------------------------------| FX3918 FX3918 SUPERSEDED SURVEY CONTROL FX3918 FX3918 NAD 27 - 36 21 49.40000(N) 076 47 17.13000(W) AD( ) 3 FX3918 FX3918.Superseded values are not recommended for survey control. FX3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3918.See file dsdata.txt to determine how the superseded data were derived. FX3918 FX3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3960825793(NAD 83) FX3918_MARKER: I = METAL ROD FX3918_SETTING: 0 = UNSPECIFIED SETTING FX3918 FX3918 HISTORY - Date Condition Report By FX3918 HISTORY - 1932 MONUMENTED CGS FX3918 HISTORY - 1963 GOOD CGS FX3918 FX3918 STATION DESCRIPTION FX3918 FX3918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3918'ABOUT 1,200 METERS (3,937 FEET) WEST OF MOUTH OF SAREM CREEK, AT FX3918'EAST END OF NAMELESS ISLAND (ISLAND CREEK IN BACK), AND 4 METERS FX3918'(13 FEET) OFFSHORE FROM LARGE DECAYED STUMP IN WATER COVERED WITH FX3918'VINES. STATION IS 2 INCH GALVANIZED IRON PIPE, 5 FEET LONG, FX3918'PROJECTING ABOUT 1 FOOT ABOVE SURFACE OF WATER. REFERENCE MARKS FX3918'ARE RAILROAD SPIKES DRIVEN IN TRIANGULAR BLAZES ON TREES. FX3918'REFERENCE MARK NO.1 IS 15 FEET FROM SHORE LINE AND 19.31 METERS FX3918'(63.4 FEET) FROM STATION IN BEARING S 52 DEG 30 MIN W. REFERENCE FX3918'MARK NO.2 IS IN 18 INCH CYPRESS, 3 METERS (10 FEET) INSHORE FROM FX3918'WATER LINE AND 7.52 METERS (24.7 FEET) FROM STATION IN BEARING N FX3918'37 DEG 23 MIN W. FX3918 FX3918 STATION RECOVERY (1963) FX3918 FX3918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3918'STATION RECOVERED AS DESCRIBED, ON THE RIVER SIDE OF THE POINT FX3918'WHERE ISLAND CREEK ENTERS THE CHOWAN RIVER, ABOUT 1200 METERS FX3918'(3937 FT.) W OF SAREM CREEK. STATION IS AT THE EDGE OF SOME FX3918'BRUSH IN THE WATER. WITNESS MARK NO.1 WAS NOT RECOVERED, IT FX3918'APPEARS THE OLD CYPRESS HAS ABOUT ROTTED AWAY AND NO TRIANGLE FX3918'COULD BE FOUND. RM NO.2 IS EASILY RECOGNIZED BUT THE TREE IS NOW FX3918'DEAD AND WILL PROBABLY F IN SOME STORM. A NEW TRIANGLE WAS MADE FX3918'IN A 10 IN ASH TREE ABOUT 20 FT. NW OF THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5279 *********************************************************************** FX5279 DESIGNATION - JAYTAY FX5279 PID - FX5279 FX5279 STATE/COUNTY- NC/GATES FX5279 USGS QUAD - WHALEYVILLE (1981) FX5279 FX5279 *CURRENT SURVEY CONTROL FX5279 ___________________________________________________________________ FX5279* NAD 83(1986)- 36 31 48.69587(N) 076 44 48.96536(W) ADJUSTED FX5279* NAVD 88 - 22.5 (meters) 74. (feet) VERTCON FX5279 ___________________________________________________________________ FX5279 LAPLACE CORR- -3.76 (seconds) DEFLEC99 FX5279 GEOID HEIGHT- -35.98 (meters) GEOID03 FX5279 FX5279 HORZ ORDER - SECOND FX5279 FX5279.The North Carolina HARNS have been completed but, FX5279.due to contractual restrictions, coordinates for these stations FX5279.will NOT be published in the near future. In the interim, the FX5279.published coordinates in North Carolina will not be FX5279.consistent with the Continuously Operating Reference Stations FX5279.(CORS). The HARN coordinates for these stations are available FX5279.upon request. Contact Gary Thompson(919-733-3836). FX5279. FX5279.In addition, the published North Carolina positions FX5279.(NAD 83 (1986)) are NOT consistent with those determined in FX5279.adjacent state readjustments. The discontinuity between stations FX5279.located in North Carolina and those in adjacent states FX5279.which have been adjusted to the HARN may be as much as 5 FX5279.decimeters. This will result in a significant loss of accuracy FX5279.over lines crossing such state borders. FX5279 FX5279 FX5279.The horizontal coordinates were established by classical geodetic methods FX5279.and adjusted by the National Geodetic Survey in January 1991. FX5279 FX5279.The NAVD 88 height was computed by applying the VERTCON shift value to FX5279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5279 FX5279.The Laplace correction was computed from DEFLEC99 derived deflections. FX5279 FX5279.The geoid height was determined by GEOID03. FX5279 FX5279; North East Units Scale Factor Converg. FX5279;SPC NC - 310,724.925 811,384.657 MT 1.00012177 +1 18 01.4 FX5279;SPC NC - 1,019,436.69 2,662,017.83 sFT 1.00012177 +1 18 01.4 FX5279;UTM 18 - 4,044,176.691 343,606.427 MT 0.99990135 -1 02 24.2 FX5279 FX5279! - Elev Factor x Scale Factor = Combined Factor FX5279!SPC NC - 1.00000211 x 1.00012177 = 1.00012388 FX5279!UTM 18 - 1.00000211 x 0.99990135 = 0.99990346 FX5279 FX5279 SUPERSEDED SURVEY CONTROL FX5279 FX5279 NGVD 29 (01/18/91) 23.0 (m) 75. (f) VERT ANG FX5279 FX5279.Superseded values are not recommended for survey control. FX5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5279.See file dsdata.txt to determine how the superseded data were derived. FX5279 FX5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4360644177(NAD 83) FX5279_MARKER: DE = TRAVERSE STATION DISK FX5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5279_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5279_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5279+STABILITY: SURFACE MOTION FX5279 FX5279 HISTORY - Date Condition Report By FX5279 HISTORY - 1980 MONUMENTED NCGS FX5279 FX5279 STATION DESCRIPTION FX5279 FX5279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5279'STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF GATES AND 8.6 FX5279'MILES NORTH OF GATESVILLE. FX5279' FX5279'TO REACH STATION FROM THE US 13 INTERSECTION WITH THE NORTH CAROLINA FX5279'AND VIRGINIA STATE LINE, PROCEED SOUTH ALONG US 13 FOR 0.2 MILE TO FX5279'SR 1300, THENCE SOUTHEAST ALONG SR 1300 FOR 1.35 MILES TO DIRT FX5279'DRIVEWAY TO W.J. TAYLOR JR. TWO STORY HOUSE AND STATION ON RIGHT ON FX5279'THE PROLONGATION OF SOUTH SIDE OF NORTH TABACCO BARN. FX5279' FX5279'STATION MARK IS A STANDARD DISK STAMPED---JAYTAY 1980---SET IN TOP OF FX5279'A 9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX5279'20.6 FEET WEST-SOUTHWEST OF CENTERLINE OF SR 1300, 15.8 FEET SOUTH FX5279'SOUTHEAST OF CENTERLINE OF DRIVEWAY, 98.3 FEET EAST-SOUTHEAST OF FX5279'SOUTHEAST CORNER OF HOUSE, 89.3 FEET NORTHWEST OF NORTHWEST CORNER OF FX5279'SOUTH TABACCO BARN, 59.1 FEET EAST-NORTHEAST OF 18 INCH WALNUT WITH FX5279'REFERENCE TAG AND 123.1 FEET NORTH OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5280 *********************************************************************** FX5280 DESIGNATION - JEFF FX5280 PID - FX5280 FX5280 STATE/COUNTY- NC/GATES FX5280 USGS QUAD - GATESVILLE (1990) FX5280 FX5280 *CURRENT SURVEY CONTROL FX5280 ___________________________________________________________________ FX5280* NAD 83(1986)- 36 29 07.50624(N) 076 49 51.95682(W) ADJUSTED FX5280* NAVD 88 - 10.3 (meters) 34. (feet) VERTCON FX5280 ___________________________________________________________________ FX5280 LAPLACE CORR- -3.95 (seconds) DEFLEC99 FX5280 GEOID HEIGHT- -35.83 (meters) GEOID03 FX5280 FX5280 HORZ ORDER - SECOND FX5280 FX5280.The North Carolina HARNS have been completed but, FX5280.due to contractual restrictions, coordinates for these stations FX5280.will NOT be published in the near future. In the interim, the FX5280.published coordinates in North Carolina will not be FX5280.consistent with the Continuously Operating Reference Stations FX5280.(CORS). The HARN coordinates for these stations are available FX5280.upon request. Contact Gary Thompson(919-733-3836). FX5280. FX5280.In addition, the published North Carolina positions FX5280.(NAD 83 (1986)) are NOT consistent with those determined in FX5280.adjacent state readjustments. The discontinuity between stations FX5280.located in North Carolina and those in adjacent states FX5280.which have been adjusted to the HARN may be as much as 5 FX5280.decimeters. This will result in a significant loss of accuracy FX5280.over lines crossing such state borders. FX5280 FX5280 FX5280.The horizontal coordinates were established by classical geodetic methods FX5280.and adjusted by the National Geodetic Survey in January 1991. FX5280 FX5280.The NAVD 88 height was computed by applying the VERTCON shift value to FX5280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5280 FX5280.The Laplace correction was computed from DEFLEC99 derived deflections. FX5280 FX5280.The geoid height was determined by GEOID03. FX5280 FX5280; North East Units Scale Factor Converg. FX5280;SPC NC - 305,589.065 803,956.726 MT 1.00010458 +1 15 06.6 FX5280;SPC NC - 1,002,586.79 2,637,648.03 sFT 1.00010458 +1 15 06.6 FX5280;UTM 18 - 4,039,349.432 335,976.441 MT 0.99993147 -1 05 20.6 FX5280 FX5280! - Elev Factor x Scale Factor = Combined Factor FX5280!SPC NC - 1.00000401 x 1.00010458 = 1.00010859 FX5280!UTM 18 - 1.00000401 x 0.99993147 = 0.99993548 FX5280 FX5280 SUPERSEDED SURVEY CONTROL FX5280 FX5280 NGVD 29 (01/18/91) 10.7 (m) 35. (f) VERT ANG FX5280 FX5280.Superseded values are not recommended for survey control. FX5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5280.See file dsdata.txt to determine how the superseded data were derived. FX5280 FX5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3597639349(NAD 83) FX5280_MARKER: DE = TRAVERSE STATION DISK FX5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5280_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5280+STABILITY: SURFACE MOTION FX5280 FX5280 HISTORY - Date Condition Report By FX5280 HISTORY - 1980 MONUMENTED NCGS FX5280 HISTORY - 19970104 GOOD USPSQD FX5280 FX5280 STATION DESCRIPTION FX5280 FX5280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5280'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTHWEST OF RODUCO AND FX5280'3.7 MILES WEST-SOUTHWEST OF GATES. FX5280' FX5280'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5280'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 2.5 MILES TO STATION FX5280'ON LEFT, AT WOODS LINE, APPROXIMATELY 200 YARDS NORTH-NORTHEAST OF A FX5280'BRICK HOUSE, AND 0.25 MILE NORTHEAST OF SR 1221 INTERSECTION. FX5280' FX5280'STATION MARK IS A STANDARD DISK STAMPED---JEFF 1980---SET IN TOP OF A FX5280'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 55.7 FX5280'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 165.2 FEET NORTH-NORTHEAST OF FX5280'TELEPHONE PEDESTAL, 16.2 FEET SOUTH-SOUTHEAST OF 6 INCH PINE WITH FX5280'REFERENCE TAG, 18.4 FEET SOUTH OF 6 INCH PINE WITH REFERENCE TAG AND FX5280'19.7 FEET EAST OF 4 INCH PINE WITH REFERENCE TAG. FX5280 FX5280 STATION RECOVERY (1997) FX5280 FX5280'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5280'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5283 *********************************************************************** FX5283 DESIGNATION - JOE FX5283 PID - FX5283 FX5283 STATE/COUNTY- NC/GATES FX5283 USGS QUAD - GATESVILLE (1990) FX5283 FX5283 *CURRENT SURVEY CONTROL FX5283 ___________________________________________________________________ FX5283* NAD 83(1986)- 36 29 20.44451(N) 076 49 19.65628(W) ADJUSTED FX5283* NAVD 88 - 10.9 (meters) 36. (feet) VERTCON FX5283 ___________________________________________________________________ FX5283 LAPLACE CORR- -3.81 (seconds) DEFLEC99 FX5283 GEOID HEIGHT- -35.85 (meters) GEOID03 FX5283 FX5283 HORZ ORDER - SECOND FX5283 FX5283.The North Carolina HARNS have been completed but, FX5283.due to contractual restrictions, coordinates for these stations FX5283.will NOT be published in the near future. In the interim, the FX5283.published coordinates in North Carolina will not be FX5283.consistent with the Continuously Operating Reference Stations FX5283.(CORS). The HARN coordinates for these stations are available FX5283.upon request. Contact Gary Thompson(919-733-3836). FX5283. FX5283.In addition, the published North Carolina positions FX5283.(NAD 83 (1986)) are NOT consistent with those determined in FX5283.adjacent state readjustments. The discontinuity between stations FX5283.located in North Carolina and those in adjacent states FX5283.which have been adjusted to the HARN may be as much as 5 FX5283.decimeters. This will result in a significant loss of accuracy FX5283.over lines crossing such state borders. FX5283 FX5283 FX5283.The horizontal coordinates were established by classical geodetic methods FX5283.and adjusted by the National Geodetic Survey in January 1991. FX5283 FX5283.The NAVD 88 height was computed by applying the VERTCON shift value to FX5283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5283 FX5283.The Laplace correction was computed from DEFLEC99 derived deflections. FX5283 FX5283.The geoid height was determined by GEOID03. FX5283 FX5283; North East Units Scale Factor Converg. FX5283;SPC NC - 306,005.429 804,751.863 MT 1.00010593 +1 15 25.2 FX5283;SPC NC - 1,003,952.81 2,640,256.74 sFT 1.00010593 +1 15 25.2 FX5283;UTM 18 - 4,039,732.905 336,787.778 MT 0.99992820 -1 05 01.7 FX5283 FX5283! - Elev Factor x Scale Factor = Combined Factor FX5283!SPC NC - 1.00000391 x 1.00010593 = 1.00010984 FX5283!UTM 18 - 1.00000391 x 0.99992820 = 0.99993211 FX5283 FX5283 SUPERSEDED SURVEY CONTROL FX5283 FX5283 NGVD 29 (01/18/91) 11.3 (m) 37. (f) VERT ANG FX5283 FX5283.Superseded values are not recommended for survey control. FX5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5283.See file dsdata.txt to determine how the superseded data were derived. FX5283 FX5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3678839733(NAD 83) FX5283_MARKER: DE = TRAVERSE STATION DISK FX5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5283_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5283_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5283+STABILITY: SURFACE MOTION FX5283 FX5283 HISTORY - Date Condition Report By FX5283 HISTORY - 1980 MONUMENTED NCGS FX5283 HISTORY - 19970104 MARK NOT FOUND USPSQD FX5283 FX5283 STATION DESCRIPTION FX5283 FX5283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5283'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF RODUCO AND 3.1 FX5283'MILES WEST-SOUTHWEST OF GATES. FX5283' FX5283'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5283'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 3.1 MILES TO STATION ON FX5283'RIGHT AT WOODS LINE, APPROXIMATELY 200 YARDS EAST-NORTHEAST OF THREE FX5283'CONCRETE DRAIN PIPES UNDER HIGHWAY, AND 0.85 MILE NORTHEAST OF SR FX5283'1221 INTERSECTION. FX5283' FX5283'STATION MARK IS A STANDARD DISK STAMPED---JOE 1980---SET IN TOP OF A FX5283'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 56.9 FX5283'FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 29.6 FEET NORTH FX5283'NORTHWEST OF 10 INCH MAPLE, 25.4 FEET NORTHEAST OF 4 INCH PINE AND FX5283'17.2 FEET WEST OF 4 INCH PINE ALL WITH REFERENCE TAGS. FX5283 FX5283 STATION RECOVERY (1997) FX5283 FX5283'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5283'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2729 *********************************************************************** FX2729 DESIGNATION - JONES FX2729 PID - FX2729 FX2729 STATE/COUNTY- NC/GATES FX2729 USGS QUAD - GATESVILLE (1990) FX2729 FX2729 *CURRENT SURVEY CONTROL FX2729 ___________________________________________________________________ FX2729* NAD 83(1986)- 36 26 39.95783(N) 076 46 53.39397(W) ADJUSTED FX2729* NAVD 88 - 11.033 (meters) 36.20 (feet) ADJUSTED FX2729 ___________________________________________________________________ FX2729 LAPLACE CORR- -3.75 (seconds) DEFLEC99 FX2729 GEOID HEIGHT- -35.95 (meters) GEOID03 FX2729 DYNAMIC HT - 11.024 (meters) 36.17 (feet) COMP FX2729 MODELED GRAV- 979,845.6 (mgal) NAVD 88 FX2729 FX2729 HORZ ORDER - SECOND FX2729 VERT ORDER - SECOND CLASS II FX2729 FX2729.The North Carolina HARNS have been completed but, FX2729.due to contractual restrictions, coordinates for these stations FX2729.will NOT be published in the near future. In the interim, the FX2729.published coordinates in North Carolina will not be FX2729.consistent with the Continuously Operating Reference Stations FX2729.(CORS). The HARN coordinates for these stations are available FX2729.upon request. Contact Gary Thompson(919-733-3836). FX2729. FX2729.In addition, the published North Carolina positions FX2729.(NAD 83 (1986)) are NOT consistent with those determined in FX2729.adjacent state readjustments. The discontinuity between stations FX2729.located in North Carolina and those in adjacent states FX2729.which have been adjusted to the HARN may be as much as 5 FX2729.decimeters. This will result in a significant loss of accuracy FX2729.over lines crossing such state borders. FX2729 FX2729 FX2729.The horizontal coordinates were established by classical geodetic methods FX2729.and adjusted by the National Geodetic Survey in January 1991. FX2729 FX2729.The orthometric height was determined by differential leveling FX2729.and adjusted by the National Geodetic Survey in June 1991. FX2729 FX2729.The Laplace correction was computed from DEFLEC99 derived deflections. FX2729 FX2729.The geoid height was determined by GEOID03. FX2729 FX2729.The dynamic height is computed by dividing the NAVD 88 FX2729.geopotential number by the normal gravity value computed on the FX2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2729.degrees latitude (g = 980.6199 gals.). FX2729 FX2729.The modeled gravity was interpolated from observed gravity values. FX2729 FX2729; North East Units Scale Factor Converg. FX2729;SPC NC - 301,139.898 808,502.370 MT 1.00008938 +1 16 49.6 FX2729;SPC NC - 987,989.82 2,652,561.53 sFT 1.00008938 +1 16 49.6 FX2729;UTM 18 - 4,034,719.192 340,335.886 MT 0.99991409 -1 03 30.6 FX2729 FX2729! - Elev Factor x Scale Factor = Combined Factor FX2729!SPC NC - 1.00000391 x 1.00008938 = 1.00009329 FX2729!UTM 18 - 1.00000391 x 0.99991409 = 0.99991800 FX2729 FX2729 SUPERSEDED SURVEY CONTROL FX2729 FX2729 NGVD 29 (01/18/91) 11.43 (m) 37.5 (f) LEVELING 3 FX2729 FX2729.Superseded values are not recommended for survey control. FX2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2729.See file dsdata.txt to determine how the superseded data were derived. FX2729 FX2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4033634719(NAD 83) FX2729_MARKER: DE = TRAVERSE STATION DISK FX2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2729_SP_SET: CONCRETE POST FX2729_STAMPING: JONES 1980 FX2729_MARK LOGO: NCGS FX2729_PROJECTION: RECESSED 10 CENTIMETERS FX2729_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2729+STABILITY: SURFACE MOTION FX2729 FX2729 HISTORY - Date Condition Report By FX2729 HISTORY - 1980 MONUMENTED NCGS FX2729 HISTORY - 1981 GOOD NCGS FX2729 HISTORY - 19970413 GOOD USPSQD FX2729 FX2729 STATION DESCRIPTION FX2729 FX2729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2729'STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF RODUCO AND FX2729'3.2 MILES NORTH-NORTHWEST OF GATESVILLE. FX2729' FX2729'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2729'ELEANORS CROSSROADS, PROCEED WEST ALONG NC 158 BYPASS FOR 1.5 MILES TO FX2729'STATION IN RIGHT SHOULDER AT A--55 MPH--SIGN, APPROXIMATELY 300 FEET FX2729'NORTHWEST OF A BRICK HOUSE, AND 0.35 MILE EAST OF SR 1220. FX2729' FX2729'STATION MARK IS A STANDARD DISK STAMPED---JONES 1980---SET IN TOP OF FX2729'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2729'15.0 FEET NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 3.6 FEET SOUTHEAST FX2729'OF A--55 MPH--SIGN POST WITH REFERENCE TAG, 107.5 FEET WEST-NORTHWEST FX2729'OF POWER POLE (GE59) WITH REFERENCE TAG, 88.3 FEET EAST-NORTHEAST OF FX2729'18 INCH PINE ACROSS HIGHWAY WITH REFERENCE TAG, 24.2 FEET NORTHWEST OF FX2729'WEST END OF CULVERT UNDER CONCRETE DRIVE. FX2729 FX2729 STATION RECOVERY (1981) FX2729 FX2729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2729'2.2 MI SE FROM RODUCO. FX2729'1.5 MILES WEST ALONG U.S. 158 BYPASS FROM THE INTERSECTION WITH N.C. FX2729'37 AT ELEANORS CROSSROADS, IN HIGHWAY SHOULDER AT A 55 MPH SIGN, FX2729'APPROXIMATELY 300 FEET NORTHWEST OF A ONE STORY BRICK HOUSE, AND FX2729'0.35 MILE EAST OF INTERSECTION WITH SR 1220. 15.0 FEET NORTH- FX2729'NORTHEAST OF CENTERLINE OF HIGHWAY, 3.6 FEET SOUTHEAST OF A SIGN POST FX2729'WITH REFERENCE TAG, 88.3 FEET EAST-NORTHEAST OF 18 INCH PINE WITH FX2729'REFERENCE TAG, 107.5 FEET WEST-NORTHWEST OF POWER POLE WITH REFERENCE FX2729'TAG AND 211.2 FEET NORTHWEST OF WEST END OF CULVERT UNDER CONCRETE FX2729'DRIVE TO HOUSE. FX2729'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2729 FX2729 STATION RECOVERY (1997) FX2729 FX2729'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2729'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5285 *********************************************************************** FX5285 DESIGNATION - KINGS FX5285 PID - FX5285 FX5285 STATE/COUNTY- NC/GATES FX5285 USGS QUAD - WHALEYVILLE (1981) FX5285 FX5285 *CURRENT SURVEY CONTROL FX5285 ___________________________________________________________________ FX5285* NAD 83(1986)- 36 30 58.93967(N) 076 44 20.14399(W) ADJUSTED FX5285* NAVD 88 - 21.2 (meters) 70. (feet) VERTCON FX5285 ___________________________________________________________________ FX5285 LAPLACE CORR- -3.79 (seconds) DEFLEC99 FX5285 GEOID HEIGHT- -36.01 (meters) GEOID03 FX5285 FX5285 HORZ ORDER - SECOND FX5285 FX5285.The North Carolina HARNS have been completed but, FX5285.due to contractual restrictions, coordinates for these stations FX5285.will NOT be published in the near future. In the interim, the FX5285.published coordinates in North Carolina will not be FX5285.consistent with the Continuously Operating Reference Stations FX5285.(CORS). The HARN coordinates for these stations are available FX5285.upon request. Contact Gary Thompson(919-733-3836). FX5285. FX5285.In addition, the published North Carolina positions FX5285.(NAD 83 (1986)) are NOT consistent with those determined in FX5285.adjacent state readjustments. The discontinuity between stations FX5285.located in North Carolina and those in adjacent states FX5285.which have been adjusted to the HARN may be as much as 5 FX5285.decimeters. This will result in a significant loss of accuracy FX5285.over lines crossing such state borders. FX5285 FX5285 FX5285.The horizontal coordinates were established by classical geodetic methods FX5285.and adjusted by the National Geodetic Survey in January 1991. FX5285 FX5285.The NAVD 88 height was computed by applying the VERTCON shift value to FX5285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5285 FX5285.The Laplace correction was computed from DEFLEC99 derived deflections. FX5285 FX5285.The geoid height was determined by GEOID03. FX5285 FX5285; North East Units Scale Factor Converg. FX5285;SPC NC - 309,207.726 812,136.476 MT 1.00011640 +1 18 18.1 FX5285;SPC NC - 1,014,459.01 2,664,484.42 sFT 1.00011640 +1 18 18.1 FX5285;UTM 18 - 4,042,630.396 344,295.515 MT 0.99989870 -1 02 05.9 FX5285 FX5285! - Elev Factor x Scale Factor = Combined Factor FX5285!SPC NC - 1.00000233 x 1.00011640 = 1.00011873 FX5285!UTM 18 - 1.00000233 x 0.99989870 = 0.99990103 FX5285 FX5285 SUPERSEDED SURVEY CONTROL FX5285 FX5285 NGVD 29 (01/18/91) 21.6 (m) 71. (f) VERT ANG FX5285 FX5285.Superseded values are not recommended for survey control. FX5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5285.See file dsdata.txt to determine how the superseded data were derived. FX5285 FX5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4429642630(NAD 83) FX5285_MARKER: DE = TRAVERSE STATION DISK FX5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5285_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5285_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5285+STABILITY: SURFACE MOTION FX5285 FX5285 HISTORY - Date Condition Report By FX5285 HISTORY - 1980 MONUMENTED NCGS FX5285 FX5285 STATION DESCRIPTION FX5285 FX5285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5285'STATION IS LOCATED APPROXIMATELY 1.9 MILES EAST-NORTHEAST OF GATES AND FX5285'7.8 MILES NORTH OF GATESVILLE. FX5285' FX5285'TO REACH STATION FROM US 13 INTERSECTION WITH NORTH CAROLINA-VIRGINIA FX5285'STATE LINE, PROCEED SOUTH ALONG US 13 FOR 0.2 MILE TO SR 1300, THENCE FX5285'SOUTHEAST ALONG SR 1300 FOR 2.4 MILES TO INTERSECTION WITH SR 1301 FX5285'AND STATION ON PROLONGATION OF CENTERLINE OF SR 1301, AND ON FX5285'PROLONGATION OF WEST SIDE OF A WHITE BLOCK TENANT HOUSE. FX5285' FX5285'STATION MARK IS A STANDARD DISK STAMPED---KINGS 1980---SET IN TOP OF A FX5285'9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS 15.4 FX5285'FEET EAST-NORTHEAST OF CENTERLINE OF SR 1300, 30.0 FEET NORTH FX5285'NORTHWEST OF NORTH END OF CULVERT, 64.6 FEET WEST-SOUTHWEST OF CENTER FX5285'OF FRONT DOOR TO TENANT HOUSE, 60.9 FEET NORTH-NORTHWEST OF POWER POLE FX5285'WITH REFERENCE TAG AND 3.5 FEET SOUTH OF ROAD SIGN POST WITH FX5285'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3947 *********************************************************************** FX3947 DESIGNATION - KNEE FX3947 PID - FX3947 FX3947 STATE/COUNTY- NC/GATES FX3947 USGS QUAD - WINTON (1982) FX3947 FX3947 *CURRENT SURVEY CONTROL FX3947 ___________________________________________________________________ FX3947* NAD 83(1986)- 36 23 46.97174(N) 076 54 58.28935(W) ADJUSTED FX3947* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3947 ___________________________________________________________________ FX3947 LAPLACE CORR- -5.58 (seconds) DEFLEC99 FX3947 GEOID HEIGHT- -35.59 (meters) GEOID03 FX3947 FX3947 HORZ ORDER - THIRD FX3947 FX3947.The North Carolina HARNS have been completed but, FX3947.due to contractual restrictions, coordinates for these stations FX3947.will NOT be published in the near future. In the interim, the FX3947.published coordinates in North Carolina will not be FX3947.consistent with the Continuously Operating Reference Stations FX3947.(CORS). The HARN coordinates for these stations are available FX3947.upon request. Contact Gary Thompson(919-733-3836). FX3947. FX3947.In addition, the published North Carolina positions FX3947.(NAD 83 (1986)) are NOT consistent with those determined in FX3947.adjacent state readjustments. The discontinuity between stations FX3947.located in North Carolina and those in adjacent states FX3947.which have been adjusted to the HARN may be as much as 5 FX3947.decimeters. This will result in a significant loss of accuracy FX3947.over lines crossing such state borders. FX3947 FX3947 FX3947.The horizontal coordinates were established by classical geodetic methods FX3947.and adjusted by the National Geodetic Survey in July 1986. FX3947 FX3947.The orthometric height was scaled from a topographic map. FX3947 FX3947.The Laplace correction was computed from DEFLEC99 derived deflections. FX3947 FX3947.The geoid height was determined by GEOID03. FX3947 FX3947; North East Units Scale Factor Converg. FX3947;SPC NC - 295,546.815 796,540.132 MT 1.00007222 +1 12 09.8 FX3947;SPC NC - 969,639.84 2,613,315.42 sFT 1.00007222 +1 12 09.8 FX3947;UTM 18 - 4,029,619.800 328,157.035 MT 0.99996384 -1 08 14.2 FX3947 FX3947! - Elev Factor x Scale Factor = Combined Factor FX3947!SPC NC - 1.00000564 x 1.00007222 = 1.00007786 FX3947!UTM 18 - 1.00000564 x 0.99996384 = 0.99996948 FX3947 FX3947: Primary Azimuth Mark Grid Az FX3947:SPC NC - WINTON 275 47 01.4 FX3947:UTM 18 - WINTON 278 07 25.4 FX3947 FX3947|---------------------------------------------------------------------| FX3947| PID Reference Object Distance Geod. Az | FX3947| dddmmss.s | FX3947| FX4881 KNEE RM 1 1.150 METERS 03109 | FX3947| FX4882 KNEE WM 2 8.200 METERS 12251 | FX3947| FX3956 SNAKE 452.346 METERS 1703328.1 | FX3947| FX3961 WINTON APPROX. 1.3 KM 2765911.2 | FX3947|---------------------------------------------------------------------| FX3947 FX3947 SUPERSEDED SURVEY CONTROL FX3947 FX3947 NAD 27 - 36 23 46.41600(N) 076 54 59.43200(W) AD( ) 3 FX3947 FX3947.Superseded values are not recommended for survey control. FX3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3947.See file dsdata.txt to determine how the superseded data were derived. FX3947 FX3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2815729620(NAD 83) FX3947_MARKER: Z = SEE DESCRIPTION FX3947_SETTING: 2 = OBJECT DRIVEN INTO GROUND FX3947_SP_SET: UNSPECIFIED SHALLOW SETTING (<10 FX3947 FX3947 HISTORY - Date Condition Report By FX3947 HISTORY - 1932 MONUMENTED CGS FX3947 FX3947 STATION DESCRIPTION FX3947 FX3947'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3947'MARKED BY A RAILROAD IRON DRIVEN IN AMONG CYPRESS KNEES ON THE FX3947'WEST SIDE OF A 5 FOOT CYPRESS TREE WHICH IS THE NORTH ONE OF THREE FX3947'TREES THAT STAND OUT TO THEMSELVES ABOUT 4 METERS OFFSHORE. THE FX3947'MARK IS ON THE EAST SIDE OF CHOWAN RIVER 0.7 MILES SOUTH OF FX3947'HIGHWAY BRIDGE ACROSS RIVER AT WINTON, N.C. TWO WITNESS MARKS FX3947'WERE SET WHICH ARE RAILROAD SPIKES DRIVEN IN TRIANGLES CUT IN FX3947'CYPRESS TREES. NO.1 IS IN A 5 FOOT CYPRESS STANDING ABOUT 3 FX3947'METERS OFFSHORE. NO.2 IS IN 3 FOOT CYPRESS STANDING ABOUT 3 FX3947'METERS OFFSHORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3825 *********************************************************************** FX3825 DESIGNATION - KNIGHT FX3825 PID - FX3825 FX3825 STATE/COUNTY- NC/GATES FX3825 USGS QUAD - MERCHANTS MILLPOND (1981) FX3825 FX3825 *CURRENT SURVEY CONTROL FX3825 ___________________________________________________________________ FX3825* NAD 83(1986)- 36 25 00.04274(N) 076 42 02.39927(W) ADJUSTED FX3825* NAVD 88 - 9.8 (meters) 32. (feet) VERTCON FX3825 ___________________________________________________________________ FX3825 LAPLACE CORR- -3.97 (seconds) DEFLEC99 FX3825 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3825 FX3825 HORZ ORDER - SECOND FX3825 FX3825.The North Carolina HARNS have been completed but, FX3825.due to contractual restrictions, coordinates for these stations FX3825.will NOT be published in the near future. In the interim, the FX3825.published coordinates in North Carolina will not be FX3825.consistent with the Continuously Operating Reference Stations FX3825.(CORS). The HARN coordinates for these stations are available FX3825.upon request. Contact Gary Thompson(919-733-3836). FX3825. FX3825.In addition, the published North Carolina positions FX3825.(NAD 83 (1986)) are NOT consistent with those determined in FX3825.adjacent state readjustments. The discontinuity between stations FX3825.located in North Carolina and those in adjacent states FX3825.which have been adjusted to the HARN may be as much as 5 FX3825.decimeters. This will result in a significant loss of accuracy FX3825.over lines crossing such state borders. FX3825 FX3825 FX3825.The horizontal coordinates were established by classical geodetic methods FX3825.and adjusted by the National Geodetic Survey in July 1986. FX3825 FX3825.The NAVD 88 height was computed by applying the VERTCON shift value to FX3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3825 FX3825.The Laplace correction was computed from DEFLEC99 derived deflections. FX3825 FX3825.The geoid height was determined by GEOID03. FX3825 FX3825; North East Units Scale Factor Converg. FX3825;SPC NC - 298,225.572 815,819.463 MT 1.00007938 +1 19 37.6 FX3825;SPC NC - 978,428.40 2,676,567.69 sFT 1.00007938 +1 19 37.6 FX3825;UTM 18 - 4,031,509.396 347,526.678 MT 0.99988644 -1 00 35.3 FX3825 FX3825! - Elev Factor x Scale Factor = Combined Factor FX3825!SPC NC - 1.00000413 x 1.00007938 = 1.00008351 FX3825!UTM 18 - 1.00000413 x 0.99988644 = 0.99989057 FX3825 FX3825: Primary Azimuth Mark Grid Az FX3825:SPC NC - POLE 007 36 19.4 FX3825:UTM 18 - POLE 009 56 32.3 FX3825 FX3825|---------------------------------------------------------------------| FX3825| PID Reference Object Distance Geod. Az | FX3825| dddmmss.s | FX3825| FX3827 POLE APPROX. 1.1 KM 0085557.0 | FX3825|---------------------------------------------------------------------| FX3825 FX3825 SUPERSEDED SURVEY CONTROL FX3825 FX3825 NAD 27 - 36 24 59.48257(N) 076 42 03.56547(W) AD( ) 2 FX3825 NGVD 29 (07/19/86) 10.2 (m) 33. (f) VERT ANG FX3825 FX3825.Superseded values are not recommended for survey control. FX3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3825.See file dsdata.txt to determine how the superseded data were derived. FX3825 FX3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4752731509(NAD 83) FX3825_MARKER: DE = TRAVERSE STATION DISK FX3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3825_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3825_STAMPING: KNIGHT 1973 FX3825_MARK LOGO: NCGS FX3825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3825+STABILITY: SURFACE MOTION FX3825 FX3825 HISTORY - Date Condition Report By FX3825 HISTORY - 1973 MONUMENTED NCGS FX3825 HISTORY - 1985 GOOD USPSQD FX3825 FX3825 STATION DESCRIPTION FX3825 FX3825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3825'KNIGHT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3825'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3825' FX3825'KNIGHT IS LOCATED APPROXIMATELY 3.0 MILES ENE OF GATESVILLE, AND FX3825'5.3 MILES WSW OF SUNBURY. TO REACH STATION FROM THE INTERSECTION OF FX3825'OF NC 37 AND NC 137 IN GATESVILLE, PROCEED ESE ALONG NC 37 FOR 3.45 FX3825'MILES TO INTERSECTION WITH SR 1400 (NORTH) AND SR 1108 (SOUTH), FX3825'THENCE NORTH ALONG SR 1400 FOR 2.25 MILES TO INTERSECTION WITH SR FX3825'1404 AND STATION ON LEFT AT KNIGHT RESIDENCE, AND APPROXIMATELY 6 FX3825'FEET SOUTH OF PROJECTION OF C/L SR 1404. FX3825' FX3825'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KNIGHT FX3825'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3825'1 INCH BELOW THE SURFACE OF THE GROUND. FX3825' FX3825'MARK IS FX3825'21.3 FEET W OF C/L OF SR 1400. FX3825'45.7 FEET ESE OF NE COLUMN OF PORCH. FX3825'5.6 FEET E OF POWER SERVICE POLE W/ALUMINUM REF. TAG. FX3825'53.9 FEET S OF TELEPHONE SERVICE POLE W/ALUMINUM REF. TAG. FX3825'23.1 FEET NE OF 30 INCH MAPLE IN FRONT YARD. FX3825 FX3825 STATION RECOVERY (1985) FX3825 FX3825'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX3825'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3832 *********************************************************************** FX3832 DESIGNATION - LASSITER FX3832 PID - FX3832 FX3832 STATE/COUNTY- NC/GATES FX3832 USGS QUAD - MERCHANTS MILLPOND (1981) FX3832 FX3832 *CURRENT SURVEY CONTROL FX3832 ___________________________________________________________________ FX3832* NAD 83(1986)- 36 28 53.80114(N) 076 43 04.96962(W) ADJUSTED FX3832* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON FX3832 ___________________________________________________________________ FX3832 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FX3832 GEOID HEIGHT- -36.07 (meters) GEOID03 FX3832 FX3832 HORZ ORDER - SECOND FX3832 FX3832.The North Carolina HARNS have been completed but, FX3832.due to contractual restrictions, coordinates for these stations FX3832.will NOT be published in the near future. In the interim, the FX3832.published coordinates in North Carolina will not be FX3832.consistent with the Continuously Operating Reference Stations FX3832.(CORS). The HARN coordinates for these stations are available FX3832.upon request. Contact Gary Thompson(919-733-3836). FX3832. FX3832.In addition, the published North Carolina positions FX3832.(NAD 83 (1986)) are NOT consistent with those determined in FX3832.adjacent state readjustments. The discontinuity between stations FX3832.located in North Carolina and those in adjacent states FX3832.which have been adjusted to the HARN may be as much as 5 FX3832.decimeters. This will result in a significant loss of accuracy FX3832.over lines crossing such state borders. FX3832 FX3832 FX3832.The horizontal coordinates were established by classical geodetic methods FX3832.and adjusted by the National Geodetic Survey in July 1986. FX3832 FX3832.The NAVD 88 height was computed by applying the VERTCON shift value to FX3832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3832 FX3832.The Laplace correction was computed from DEFLEC99 derived deflections. FX3832 FX3832.The geoid height was determined by GEOID03. FX3832 FX3832; North East Units Scale Factor Converg. FX3832;SPC NC - 305,393.787 814,095.302 MT 1.00010314 +1 19 01.5 FX3832;SPC NC - 1,001,946.12 2,670,911.00 sFT 1.00010314 +1 19 01.5 FX3832;UTM 18 - 4,038,740.514 346,096.644 MT 0.99989183 -1 01 18.1 FX3832 FX3832! - Elev Factor x Scale Factor = Combined Factor FX3832!SPC NC - 1.00000376 x 1.00010314 = 1.00010690 FX3832!UTM 18 - 1.00000376 x 0.99989183 = 0.99989559 FX3832 FX3832: Primary Azimuth Mark Grid Az FX3832:SPC NC - METAL 328 31 01.6 FX3832:UTM 18 - METAL 330 51 21.2 FX3832 FX3832|---------------------------------------------------------------------| FX3832| PID Reference Object Distance Geod. Az | FX3832| dddmmss.s | FX3832| FX3831 METAL APPROX. 2.3 KM 3295003.1 | FX3832|---------------------------------------------------------------------| FX3832 FX3832 SUPERSEDED SURVEY CONTROL FX3832 FX3832 NAD 27 - 36 28 53.24723(N) 076 43 06.12960(W) AD( ) 2 FX3832 NGVD 29 (07/19/86) 12.5 (m) 41. (f) VERT ANG FX3832 FX3832.Superseded values are not recommended for survey control. FX3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3832.See file dsdata.txt to determine how the superseded data were derived. FX3832 FX3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4609738741(NAD 83) FX3832_MARKER: DE = TRAVERSE STATION DISK FX3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3832_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3832_STAMPING: LASSITER 1973 FX3832_MARK LOGO: NCGS FX3832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3832+STABILITY: SURFACE MOTION FX3832 FX3832 HISTORY - Date Condition Report By FX3832 HISTORY - 1973 MONUMENTED NCGS FX3832 FX3832 STATION DESCRIPTION FX3832 FX3832'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3832'LASSITER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3832'THE VICINITY OF GATES, NORTH CAROLINA. FX3832' FX3832'LASSITER IS LOCATED APPROXIMATELY 3.2 MILES ESE OF GATES, AND 5.6 FX3832'MILES NNE OF GATESVILLE. TO REACH STATION FROM INTERSECTION OF US FX3832'158 WITH SR 1300 NORTH AND SR 1403 SOUTH (AT EASON CROSSROADS) 4 FX3832'MILES NE OF GATESVILLE, PROCEED NNW ALONG SR 1300 FOR 2.65 MILES TO FX3832'STATION IN LEFT SHOULDER, 0.35 MILES NW OF INTERSECTION WITH SR FX3832'1314, AND ABOUT OPPOSITE NW CORNER OF FENCE IN YARD OF A TWO FX3832'STORY HOME. FX3832' FX3832'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3832'LASSITER 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FX3832'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. FX3832' FX3832'MARK IS FX3832'13.8 FEET SW OF C/L OF SR 1300. FX3832'141.5 FEET NW OF INTERSECTION OF SR 1300 WITH DRIVEWAY TO TWO STORY FX3832'HOME. FX3832'36.5 FEET SW OF NW CORNER FENCE POST OF YARD W/ALUMINUM REF. TAG. FX3832'64.9 FEET WNW OF NORTH END OF CULVERT UNDER WALKWAY TO FRONT OF FX3832'HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2713 *********************************************************************** FX2713 DESIGNATION - LEDGER FX2713 PID - FX2713 FX2713 STATE/COUNTY- NC/GATES FX2713 USGS QUAD - MERCHANTS MILLPOND (1981) FX2713 FX2713 *CURRENT SURVEY CONTROL FX2713 ___________________________________________________________________ FX2713* NAD 83(1986)- 36 26 58.10555(N) 076 38 25.51566(W) ADJUSTED FX2713* NAVD 88 - 11.139 (meters) 36.55 (feet) ADJUSTED FX2713 ___________________________________________________________________ FX2713 LAPLACE CORR- -3.80 (seconds) DEFLEC99 FX2713 GEOID HEIGHT- -36.26 (meters) GEOID03 FX2713 DYNAMIC HT - 11.130 (meters) 36.52 (feet) COMP FX2713 MODELED GRAV- 979,847.5 (mgal) NAVD 88 FX2713 FX2713 HORZ ORDER - SECOND FX2713 VERT ORDER - SECOND CLASS II FX2713 FX2713.The North Carolina HARNS have been completed but, FX2713.due to contractual restrictions, coordinates for these stations FX2713.will NOT be published in the near future. In the interim, the FX2713.published coordinates in North Carolina will not be FX2713.consistent with the Continuously Operating Reference Stations FX2713.(CORS). The HARN coordinates for these stations are available FX2713.upon request. Contact Gary Thompson(919-733-3836). FX2713. FX2713.In addition, the published North Carolina positions FX2713.(NAD 83 (1986)) are NOT consistent with those determined in FX2713.adjacent state readjustments. The discontinuity between stations FX2713.located in North Carolina and those in adjacent states FX2713.which have been adjusted to the HARN may be as much as 5 FX2713.decimeters. This will result in a significant loss of accuracy FX2713.over lines crossing such state borders. FX2713 FX2713 FX2713.The horizontal coordinates were established by classical geodetic methods FX2713.and adjusted by the National Geodetic Survey in January 1991. FX2713 FX2713.The orthometric height was determined by differential leveling FX2713.and adjusted by the National Geodetic Survey in June 1991. FX2713 FX2713.The Laplace correction was computed from DEFLEC99 derived deflections. FX2713 FX2713.The geoid height was determined by GEOID03. FX2713 FX2713.The dynamic height is computed by dividing the NAVD 88 FX2713.geopotential number by the normal gravity value computed on the FX2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2713.degrees latitude (g = 980.6199 gals.). FX2713 FX2713.The modeled gravity was interpolated from observed gravity values. FX2713 FX2713; North East Units Scale Factor Converg. FX2713;SPC NC - 301,990.834 821,135.137 MT 1.00009122 +1 21 42.8 FX2713;SPC NC - 990,781.59 2,694,007.53 sFT 1.00009122 +1 21 42.8 FX2713;UTM 18 - 4,035,054.048 352,990.312 MT 0.99986627 -0 58 29.2 FX2713 FX2713! - Elev Factor x Scale Factor = Combined Factor FX2713!SPC NC - 1.00000394 x 1.00009122 = 1.00009516 FX2713!UTM 18 - 1.00000394 x 0.99986627 = 0.99987021 FX2713 FX2713 SUPERSEDED SURVEY CONTROL FX2713 FX2713 NGVD 29 (01/18/91) 11.48 (m) 37.7 (f) LEVELING 3 FX2713 FX2713.Superseded values are not recommended for survey control. FX2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2713.See file dsdata.txt to determine how the superseded data were derived. FX2713 FX2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5299035054(NAD 83) FX2713_MARKER: DE = TRAVERSE STATION DISK FX2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2713_SP_SET: CONCRETE POST FX2713_STAMPING: LEDGER 1980 FX2713_MARK LOGO: NCGS FX2713_PROJECTION: RECESSED 10 CENTIMETERS FX2713_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2713+STABILITY: SURFACE MOTION FX2713 FX2713 HISTORY - Date Condition Report By FX2713 HISTORY - 1980 MONUMENTED NCGS FX2713 HISTORY - 1981 GOOD NCGS FX2713 HISTORY - 19970413 GOOD USPSQD FX2713 FX2713 STATION DESCRIPTION FX2713 FX2713'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2713'STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF SUNBURY AND FX2713'7.3 MILES NORTHEAST OF GATESVILLE. FX2713' FX2713'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2713'PROCEED WEST ALONG US 158 FOR 1.8 MILES TO STATION IN RIGHT SHOULDER, FX2713'ACROSS HIGHWAY FROM A BRICK HOUSE, AND 0.35 MILE EAST OF SR 1321. FX2713' FX2713'STATION MARK IS A STANDARD DISK STAMPED---LEDGER 1980---SET IN TOP OF FX2713'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2713'15.9 FEET NORTH OF CENTERLINE OF HIGHWAY, 23.0 FEET EAST OF CENTERLINE FX2713'OF FIELD ROAD, 37.3 FEET NORTH OF WEST END OF CULVERT UNDER DRIVE, FX2713'15.7 FEET WEST OF PROLONGATION OF CENTERLINE OF DRIVE, 48.1 FEET FX2713'NORTHWEST OF EAST END OF CULVERT UNDER DRIVE, 58.5 FEET NORTHEAST OF FX2713'POWER POLE (P2045) WITH REFERENCE TAG AND 58.5 FEET SOUTHWEST OF FX2713'TELEPHONE POLE (46) WITH REFERENCE TAG. FX2713 FX2713 STATION RECOVERY (1981) FX2713 FX2713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2713'1.8 MI NW FROM SUNBURY. FX2713'1.8 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2713'SUNBURY, IN HIGHWAY SHOULDER AT A FIELD ROAD NORTH ACROSS HIGHWAY FX2713'FROM A ONE STORY BRICK HOUSE AND 0.35 MILE EAST OF INTERSECTION WITH FX2713'SR 1321. 15.9 FEET NORTH OF CENTERLINE OF HIGHWAY, 23.0 FEET EAST OF FX2713'CENTERLINE OF FIELD ROAD, 15.7 FEET WEST OF CENTERLINE PROLONGATION FX2713'OF DRIVE TO HOUSE, 37.3 FEET NORTH OF WEST END OF CULVERT UNDER FX2713'DRIVE, 48.1 FEET NORTHWEST OF EAST END OF CULVERT UNDER DRIVE, 58.5 FX2713'FEET NORTHEAST OF POWER POLE P2045 WITH REFERENCE TAG AND 58.5 FEET FX2713'SOUTHWEST OF TELEPHONE POLE 46 WITH REFERENCE TAG. FX2713'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2713 FX2713 STATION RECOVERY (1997) FX2713 FX2713'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2713'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5289 *********************************************************************** FX5289 DESIGNATION - LEFT FX5289 PID - FX5289 FX5289 STATE/COUNTY- NC/GATES FX5289 USGS QUAD - GATES (1967) FX5289 FX5289 *CURRENT SURVEY CONTROL FX5289 ___________________________________________________________________ FX5289* NAD 83(1986)- 36 30 56.08409(N) 076 48 11.33320(W) ADJUSTED FX5289* NAVD 88 - 23.0 (meters) 75. (feet) VERTCON FX5289 ___________________________________________________________________ FX5289 LAPLACE CORR- -3.52 (seconds) DEFLEC99 FX5289 GEOID HEIGHT- -35.88 (meters) GEOID03 FX5289 FX5289 HORZ ORDER - SECOND FX5289 FX5289.The North Carolina HARNS have been completed but, FX5289.due to contractual restrictions, coordinates for these stations FX5289.will NOT be published in the near future. In the interim, the FX5289.published coordinates in North Carolina will not be FX5289.consistent with the Continuously Operating Reference Stations FX5289.(CORS). The HARN coordinates for these stations are available FX5289.upon request. Contact Gary Thompson(919-733-3836). FX5289. FX5289.In addition, the published North Carolina positions FX5289.(NAD 83 (1986)) are NOT consistent with those determined in FX5289.adjacent state readjustments. The discontinuity between stations FX5289.located in North Carolina and those in adjacent states FX5289.which have been adjusted to the HARN may be as much as 5 FX5289.decimeters. This will result in a significant loss of accuracy FX5289.over lines crossing such state borders. FX5289 FX5289 FX5289.The horizontal coordinates were established by classical geodetic methods FX5289.and adjusted by the National Geodetic Survey in January 1991. FX5289 FX5289.The NAVD 88 height was computed by applying the VERTCON shift value to FX5289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5289 FX5289.The Laplace correction was computed from DEFLEC99 derived deflections. FX5289 FX5289.The geoid height was determined by GEOID03. FX5289 FX5289; North East Units Scale Factor Converg. FX5289;SPC NC - 308,990.552 806,386.945 MT 1.00011609 +1 16 04.6 FX5289;SPC NC - 1,013,746.50 2,645,621.17 sFT 1.00011609 +1 16 04.6 FX5289;UTM 18 - 4,042,648.206 338,543.099 MT 0.99992118 -1 04 23.4 FX5289 FX5289! - Elev Factor x Scale Factor = Combined Factor FX5289!SPC NC - 1.00000201 x 1.00011609 = 1.00011810 FX5289!UTM 18 - 1.00000201 x 0.99992118 = 0.99992319 FX5289 FX5289 SUPERSEDED SURVEY CONTROL FX5289 FX5289 NGVD 29 (01/18/91) 23.5 (m) 77. (f) VERT ANG FX5289 FX5289.Superseded values are not recommended for survey control. FX5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5289.See file dsdata.txt to determine how the superseded data were derived. FX5289 FX5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3854342648(NAD 83) FX5289_MARKER: DE = TRAVERSE STATION DISK FX5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5289_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5289_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5289+STABILITY: SURFACE MOTION FX5289 FX5289 HISTORY - Date Condition Report By FX5289 HISTORY - 1980 MONUMENTED NCGS FX5289 HISTORY - 19970104 MARK NOT FOUND USPSQD FX5289 FX5289 STATION DESCRIPTION FX5289 FX5289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5289'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-NORTHWEST OF GATES FX5289'AND 3.7 MILES NORTH OF RODUCO. FX5289' FX5289'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5289'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 5.3 MILES TO STATION ON FX5289'NORTHWEST BANK OF HIGHWAY AT WOODS LINE, AND 0.25 MILE NORTH OF FX5289'SR 1211. FX5289' FX5289'STATION MARK IS A STANDARD DISK STAMPED---LEFT 1980---SET IN TOP OF A FX5289'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE AND 2 FEET ABOVE FX5289'ROAD SURFACE. MARK IS 46.6 FEET NORTH-NORTHWEST OF CENTERLINE OF FX5289'HIGHWAY, AND 8.3 FEET SOUTHEAST OF 6 INCH PINE, 12.0 FEET SOUTH FX5289'SOUTHWEST OF 12 INCH PINE AND 13.3 FEET EAST OF 8 INCH PINE ALL WITH FX5289'REFERENCE TAGS. FX5289 FX5289 STATION RECOVERY (1997) FX5289 FX5289'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5289'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2722 *********************************************************************** FX2722 DESIGNATION - LONE FX2722 PID - FX2722 FX2722 STATE/COUNTY- NC/GATES FX2722 USGS QUAD - MERCHANTS MILLPOND (1981) FX2722 FX2722 *CURRENT SURVEY CONTROL FX2722 ___________________________________________________________________ FX2722* NAD 83(1986)- 36 26 04.51074(N) 076 44 15.71043(W) ADJUSTED FX2722* NAVD 88 - 10.234 (meters) 33.58 (feet) ADJUSTED FX2722 ___________________________________________________________________ FX2722 LAPLACE CORR- -3.97 (seconds) DEFLEC99 FX2722 GEOID HEIGHT- -36.05 (meters) GEOID03 FX2722 DYNAMIC HT - 10.226 (meters) 33.55 (feet) COMP FX2722 MODELED GRAV- 979,845.9 (mgal) NAVD 88 FX2722 FX2722 HORZ ORDER - SECOND FX2722 VERT ORDER - SECOND CLASS II FX2722 FX2722.The North Carolina HARNS have been completed but, FX2722.due to contractual restrictions, coordinates for these stations FX2722.will NOT be published in the near future. In the interim, the FX2722.published coordinates in North Carolina will not be FX2722.consistent with the Continuously Operating Reference Stations FX2722.(CORS). The HARN coordinates for these stations are available FX2722.upon request. Contact Gary Thompson(919-733-3836). FX2722. FX2722.In addition, the published North Carolina positions FX2722.(NAD 83 (1986)) are NOT consistent with those determined in FX2722.adjacent state readjustments. The discontinuity between stations FX2722.located in North Carolina and those in adjacent states FX2722.which have been adjusted to the HARN may be as much as 5 FX2722.decimeters. This will result in a significant loss of accuracy FX2722.over lines crossing such state borders. FX2722 FX2722 FX2722.The horizontal coordinates were established by classical geodetic methods FX2722.and adjusted by the National Geodetic Survey in January 1991. FX2722 FX2722.The orthometric height was determined by differential leveling FX2722.and adjusted by the National Geodetic Survey in June 1991. FX2722 FX2722.The Laplace correction was computed from DEFLEC99 derived deflections. FX2722 FX2722.The geoid height was determined by GEOID03. FX2722 FX2722.The dynamic height is computed by dividing the NAVD 88 FX2722.geopotential number by the normal gravity value computed on the FX2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2722.degrees latitude (g = 980.6199 gals.). FX2722 FX2722.The modeled gravity was interpolated from observed gravity values. FX2722 FX2722; North East Units Scale Factor Converg. FX2722;SPC NC - 300,136.085 812,453.602 MT 1.00008580 +1 18 20.6 FX2722;SPC NC - 984,696.47 2,665,524.86 sFT 1.00008580 +1 18 20.6 FX2722;UTM 18 - 4,033,555.205 344,242.161 MT 0.99989891 -1 01 56.0 FX2722 FX2722! - Elev Factor x Scale Factor = Combined Factor FX2722!SPC NC - 1.00000405 x 1.00008580 = 1.00008985 FX2722!UTM 18 - 1.00000405 x 0.99989891 = 0.99990296 FX2722 FX2722 SUPERSEDED SURVEY CONTROL FX2722 FX2722 NGVD 29 (01/18/91) 10.61 (m) 34.8 (f) LEVELING 3 FX2722 FX2722.Superseded values are not recommended for survey control. FX2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2722.See file dsdata.txt to determine how the superseded data were derived. FX2722 FX2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4424233555(NAD 83) FX2722_MARKER: DE = TRAVERSE STATION DISK FX2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2722_SP_SET: CONCRETE POST FX2722_STAMPING: LONE 1980 FX2722_MARK LOGO: NCGS FX2722_PROJECTION: RECESSED 10 CENTIMETERS FX2722_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2722+STABILITY: SURFACE MOTION FX2722 FX2722 HISTORY - Date Condition Report By FX2722 HISTORY - 1980 MONUMENTED NCGS FX2722 HISTORY - 1981 GOOD NCGS FX2722 HISTORY - 19970413 GOOD USPSQD FX2722 FX2722 STATION DESCRIPTION FX2722 FX2722'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2722'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTH-NORTHEAST OF FX2722'GATESVILLE AND 4.5 MILES EAST-SOUTHEAST OF RODUCO. FX2722' FX2722'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2722'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 1.2 MILES FX2722'TO STATION IN RIGHT SHOULDER OF HIGHWAY AND IN FRONT OF POWER POLE FX2722'HN 80, AND 0.45 MILE WEST OF US 158 BUSINESS MERGER. FX2722' FX2722'STATION MARK IS A STANDARD DISK STAMPED---LONE 1980---SET IN TOP OF A FX2722'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2722'19.2 FEET SOUTH OF CENTERLINE OF HIGHWAY, 32.2 FEET NORTH OF POWER FX2722'POLE (HN80) WITH REFERENCE TAG, 56.4 FEET NORTH-NORTHEAST OF 20 INCH FX2722'TRIPLE OAK WITH REFERENCE TAG, 81.3 FEET WEST OF 18 INCH PINE WITH FX2722'REFERENCE TAG, 104.0 FEET WEST OF WEST END OF DRIVEWAY CULVERT AND FX2722'168.9 FEET WEST OF NORTHWEST CORNER OF A HOUSE. FX2722 FX2722 STATION RECOVERY (1981) FX2722 FX2722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2722'2.3 MI NE FROM GATESVILLE. FX2722'1.2 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2722'ELEANORS CROSSROADS, IN HIGHWAY SHOULDER IN FRONT OF POWER POLE FX2722'HN 80 JUST WEST OF A ONE STORY FRAME HOUSE, AND 0.45 MILE WEST OF FX2722'INTERSECTION WITH 158 BUSINESS. 19.2 FEET SOUTH OF CENTERLINE OF FX2722'HIGHWAY, 32.2 FEET NORTH OF POWER POLE WITH REFERENCE TAG, 56.4 FEET FX2722'NORTH-NORTHEAST OF 20 INCH TRIPLE TRUNK OAK WITH REFERENCE TAG, FX2722'81.3 FEET WEST OF 18 INCH PINE WITH REFERENCE TAG, 104.0 FEET WEST OF FX2722'WEST END OF CULVERT UNDER DRIVE AND 168.9 FEET WEST OF NORTHWEST FX2722'CORNER OF HOUSE. FX2722'THE MARK IS 2.4 FT N FROM A WITNESS POST. FX2722'THE MARK IS 1 FT BELOW HIGHWAY. FX2722 FX2722 STATION RECOVERY (1997) FX2722 FX2722'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2722'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3830 *********************************************************************** FX3830 DESIGNATION - LUMBER FX3830 PID - FX3830 FX3830 STATE/COUNTY- NC/GATES FX3830 USGS QUAD - MERCHANTS MILLPOND (1981) FX3830 FX3830 *CURRENT SURVEY CONTROL FX3830 ___________________________________________________________________ FX3830* NAD 83(1986)- 36 23 33.91553(N) 076 44 21.79708(W) ADJUSTED FX3830* NAVD 88 - 6.6 (meters) 22. (feet) VERTCON FX3830 ___________________________________________________________________ FX3830 LAPLACE CORR- -4.16 (seconds) DEFLEC99 FX3830 GEOID HEIGHT- -36.08 (meters) GEOID03 FX3830 FX3830 HORZ ORDER - SECOND FX3830 FX3830.The North Carolina HARNS have been completed but, FX3830.due to contractual restrictions, coordinates for these stations FX3830.will NOT be published in the near future. In the interim, the FX3830.published coordinates in North Carolina will not be FX3830.consistent with the Continuously Operating Reference Stations FX3830.(CORS). The HARN coordinates for these stations are available FX3830.upon request. Contact Gary Thompson(919-733-3836). FX3830. FX3830.In addition, the published North Carolina positions FX3830.(NAD 83 (1986)) are NOT consistent with those determined in FX3830.adjacent state readjustments. The discontinuity between stations FX3830.located in North Carolina and those in adjacent states FX3830.which have been adjusted to the HARN may be as much as 5 FX3830.decimeters. This will result in a significant loss of accuracy FX3830.over lines crossing such state borders. FX3830 FX3830 FX3830.The horizontal coordinates were established by classical geodetic methods FX3830.and adjusted by the National Geodetic Survey in July 1986. FX3830 FX3830.The NAVD 88 height was computed by applying the VERTCON shift value to FX3830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3830 FX3830.The Laplace correction was computed from DEFLEC99 derived deflections. FX3830 FX3830.The geoid height was determined by GEOID03. FX3830 FX3830; North East Units Scale Factor Converg. FX3830;SPC NC - 295,491.512 812,407.733 MT 1.00007095 +1 18 17.1 FX3830;SPC NC - 969,458.40 2,665,374.37 sFT 1.00007095 +1 18 17.1 FX3830;UTM 18 - 4,028,917.198 344,006.943 MT 0.99989982 -1 01 56.0 FX3830 FX3830! - Elev Factor x Scale Factor = Combined Factor FX3830!SPC NC - 1.00000462 x 1.00007095 = 1.00007557 FX3830!UTM 18 - 1.00000462 x 0.99989982 = 0.99990444 FX3830 FX3830: Primary Azimuth Mark Grid Az FX3830:SPC NC - SARA JO 105 13 24.8 FX3830:UTM 18 - SARA JO 107 33 37.9 FX3830 FX3830|---------------------------------------------------------------------| FX3830| PID Reference Object Distance Geod. Az | FX3830| dddmmss.s | FX3830| FX3833 SARA JO APPROX. 2.7 KM 1063141.9 | FX3830| FX3829 MITCHELL 394.985 METERS 30258 | FX3830|---------------------------------------------------------------------| FX3830 FX3830 SUPERSEDED SURVEY CONTROL FX3830 FX3830 NAD 27 - 36 23 33.35663(N) 076 44 22.96013(W) AD( ) 2 FX3830 NGVD 29 (07/19/86) 7.0 (m) 23. (f) VERT ANG FX3830 FX3830.Superseded values are not recommended for survey control. FX3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3830.See file dsdata.txt to determine how the superseded data were derived. FX3830 FX3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4400728917(NAD 83) FX3830_MARKER: DE = TRAVERSE STATION DISK FX3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3830_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3830_STAMPING: LUMBER 1973 FX3830_MARK LOGO: NCGS FX3830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3830+STABILITY: SURFACE MOTION FX3830 FX3830 HISTORY - Date Condition Report By FX3830 HISTORY - 1973 MONUMENTED NCGS FX3830 HISTORY - 19970413 GOOD USPSQD FX3830 FX3830 STATION DESCRIPTION FX3830 FX3830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3830'LUMBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3830'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3830' FX3830'LUMBER IS LOCATED APPROXIMATELY 1.1 MILES SE OF GATESVILLE. TO REACH FX3830'STATION FROM THE INTERSECTION OF NC 37 AND NC 137 IN GATESVILLE, FX3830'PROCEED SE ALONG NC 37 FOR 1.1 MILES TO INTERSECTION WITH SR 1401 FX3830'(NORTH) AND SR 1100 (SOUTH) AND STATION IN THE SOUTHEAST QUADRANT, FX3830'BETWEEN PP AND GUY WIRE, AND NE OF A LUMBER YARD. FX3830' FX3830'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LUMBER FX3830'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FX3830'INCH ABOVE THE SURFACE OF THE GROUND. FX3830' FX3830'MARK IS FX3830'32.4 FEET SSW OF C/L OF NC 37. FX3830'32.6 FEET ESE OF C/L OF SR 1100. FX3830'3.7 FEET NNE OF PP NO. 8 WITH TELEPHONE PEDESTAL AT BASE FX3830'W/ALUMINUM REF. TAG. FX3830'14.7 FEET ESE OF 4 INCH BY 4 INCH STOP SIGN POST FX3830'W/ALUMINUM REF. TAG. FX3830 FX3830 STATION RECOVERY (1997) FX3830 FX3830'RECOVERY NOTE BY US POWER SQUADRON 1997 FX3830'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2717 *********************************************************************** FX2717 DESIGNATION - MARKET FX2717 PID - FX2717 FX2717 STATE/COUNTY- NC/GATES FX2717 USGS QUAD - MERCHANTS MILLPOND (1981) FX2717 FX2717 *CURRENT SURVEY CONTROL FX2717 ___________________________________________________________________ FX2717* NAD 83(1986)- 36 26 59.42696(N) 076 41 58.75812(W) ADJUSTED FX2717* NAVD 88 - 10.986 (meters) 36.04 (feet) ADJUSTED FX2717 ___________________________________________________________________ FX2717 LAPLACE CORR- -3.94 (seconds) DEFLEC99 FX2717 GEOID HEIGHT- -36.13 (meters) GEOID03 FX2717 DYNAMIC HT - 10.977 (meters) 36.01 (feet) COMP FX2717 MODELED GRAV- 979,846.8 (mgal) NAVD 88 FX2717 FX2717 HORZ ORDER - SECOND FX2717 VERT ORDER - SECOND CLASS II FX2717 FX2717.The North Carolina HARNS have been completed but, FX2717.due to contractual restrictions, coordinates for these stations FX2717.will NOT be published in the near future. In the interim, the FX2717.published coordinates in North Carolina will not be FX2717.consistent with the Continuously Operating Reference Stations FX2717.(CORS). The HARN coordinates for these stations are available FX2717.upon request. Contact Gary Thompson(919-733-3836). FX2717. FX2717.In addition, the published North Carolina positions FX2717.(NAD 83 (1986)) are NOT consistent with those determined in FX2717.adjacent state readjustments. The discontinuity between stations FX2717.located in North Carolina and those in adjacent states FX2717.which have been adjusted to the HARN may be as much as 5 FX2717.decimeters. This will result in a significant loss of accuracy FX2717.over lines crossing such state borders. FX2717 FX2717 FX2717.The horizontal coordinates were established by classical geodetic methods FX2717.and adjusted by the National Geodetic Survey in January 1991. FX2717 FX2717.The orthometric height was determined by differential leveling FX2717.and adjusted by the National Geodetic Survey in June 1991. FX2717 FX2717.The Laplace correction was computed from DEFLEC99 derived deflections. FX2717 FX2717.The geoid height was determined by GEOID03. FX2717 FX2717.The dynamic height is computed by dividing the NAVD 88 FX2717.geopotential number by the normal gravity value computed on the FX2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2717.degrees latitude (g = 980.6199 gals.). FX2717 FX2717.The modeled gravity was interpolated from observed gravity values. FX2717 FX2717; North East Units Scale Factor Converg. FX2717;SPC NC - 301,906.921 815,824.885 MT 1.00009135 +1 19 39.7 FX2717;SPC NC - 990,506.29 2,676,585.48 sFT 1.00009135 +1 19 39.7 FX2717;UTM 18 - 4,035,186.728 347,682.198 MT 0.99988585 -1 00 36.0 FX2717 FX2717! - Elev Factor x Scale Factor = Combined Factor FX2717!SPC NC - 1.00000395 x 1.00009135 = 1.00009530 FX2717!UTM 18 - 1.00000395 x 0.99988585 = 0.99988980 FX2717 FX2717 SUPERSEDED SURVEY CONTROL FX2717 FX2717 NGVD 29 (01/18/91) 11.35 (m) 37.2 (f) LEVELING 3 FX2717 FX2717.Superseded values are not recommended for survey control. FX2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2717.See file dsdata.txt to determine how the superseded data were derived. FX2717 FX2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4768235187(NAD 83) FX2717_MARKER: DH = HORIZONTAL CONTROL DISK FX2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2717_SP_SET: CONCRETE POST FX2717_STAMPING: MARKET 1980 FX2717_MARK LOGO: NCGS FX2717_PROJECTION: RECESSED 3 CENTIMETERS FX2717_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2717+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994 FX2717 FX2717 HISTORY - Date Condition Report By FX2717 HISTORY - 1980 MONUMENTED NCGS FX2717 HISTORY - 1981 GOOD NCGS FX2717 HISTORY - 19940201 POOR NCGS FX2717 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2717 FX2717 STATION DESCRIPTION FX2717 FX2717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2717'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES NORTHEAST OF GATESVILLE FX2717'AND 5.0 MILES WEST OF SUNBURY. FX2717' FX2717'TO REACH STATION FROM THE INTERSECTION OF US 158 WITH NC 32 IN FX2717'SUNBURY, PROCEED WEST ALONG US 158 FOR 5.1 MILES TO SR 1300 AND FX2717'SR 1403 AT EASONS CROSSROADS AND STATION ON RIGHT IN NORTHEAST SIDE OF FX2717'GRASS TRAFFIC ISLAND. FX2717' FX2717'STATION MARK IS A STANDARD DISK STAMPED---MARKET 1980---SET IN TOP OF FX2717'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS FX2717'49.7 FEET NORTH OF CENTERLINE OF US 158, 21.0 FEET WEST OF CENTERLINE FX2717'OF SR 1300, 92.0 FEET SOUTH OF POWER POLE WITH TRANSFORMER AND WITH FX2717'REFERENCE TAG AND 67.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF STORE. FX2717 FX2717 STATION RECOVERY (1981) FX2717 FX2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2717'4.2 MI NE FROM GATESVILLE. FX2717'5.1 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 AT FX2717'SUNBURY AT EASONS CROSSROADS, SR 1300 AND SR 1403 IN GRASS ISLAND FX2717'FORMED BY SR 1300 AND ENTRANCES TO MARKET. 49.7 FEET NORTH OF FX2717'CENTERLINE OF HIGHWAY, 21.0 FEET WEST OF CENTERLINE SR 1300, 67.5 FX2717'FEET SOUTHEAST OF SOUTHEAST CORNER OF STORE AND 92.0 FEET SOUTH OF FX2717'POWER POLE WITH TRANSFORMER AND REFERENCE TAG. FX2717'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2717 FX2717 STATION RECOVERY (1994) FX2717 FX2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2717'STATION WAS FOUND IN POOR CONDITION. THE TOP OF THE MONUMENT HAS BEEN FX2717'DAMAGED BY HIGHWAY IMPROVEMENTS. THE EASTERN 45 PERCENT OF DISK IS FX2717'GONE BUT REMAINING PORTION APPEARS TO BE USABLE. FX2717'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS RECESSED 8 INCHES BELOW FX2717'THE GROUND. LOCATED IN THE NORTHEAST CORNER OF A GRASS TRAFFIC ISLAND, FX2717'23.1 FT (7.0 M) WEST OF THE CENTERLINE OF SR 1300, APPROXIMATELY 50 FT FX2717'(15.2 M) NORTH OF THE CENTERLINE OF US 158 TURN LANE, 67.5 FT (20.6 M) FX2717'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF STORE, AND 3.2 FT (1.0 M) FX2717'WEST OF THE BACK OF TRAFFIC ISLAND CURB. FX2717 FX2717 STATION RECOVERY (1997) FX2717 FX2717'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2717'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3807 *********************************************************************** FX3807 DESIGNATION - MARSH FX3807 PID - FX3807 FX3807 STATE/COUNTY- NC/GATES FX3807 USGS QUAD - MINTONSVILLE (1982) FX3807 FX3807 *CURRENT SURVEY CONTROL FX3807 ___________________________________________________________________ FX3807* NAD 83(1986)- 36 20 30.55578(N) 076 44 53.07010(W) ADJUSTED FX3807* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3807 ___________________________________________________________________ FX3807 LAPLACE CORR- -4.54 (seconds) DEFLEC99 FX3807 GEOID HEIGHT- -36.09 (meters) GEOID03 FX3807 FX3807 HORZ ORDER - THIRD FX3807 FX3807.The North Carolina HARNS have been completed but, FX3807.due to contractual restrictions, coordinates for these stations FX3807.will NOT be published in the near future. In the interim, the FX3807.published coordinates in North Carolina will not be FX3807.consistent with the Continuously Operating Reference Stations FX3807.(CORS). The HARN coordinates for these stations are available FX3807.upon request. Contact Gary Thompson(919-733-3836). FX3807. FX3807.In addition, the published North Carolina positions FX3807.(NAD 83 (1986)) are NOT consistent with those determined in FX3807.adjacent state readjustments. The discontinuity between stations FX3807.located in North Carolina and those in adjacent states FX3807.which have been adjusted to the HARN may be as much as 5 FX3807.decimeters. This will result in a significant loss of accuracy FX3807.over lines crossing such state borders. FX3807 FX3807 FX3807.The horizontal coordinates were established by classical geodetic methods FX3807.and adjusted by the National Geodetic Survey in July 1986. FX3807 FX3807.The orthometric height was scaled from a topographic map. FX3807 FX3807.The Laplace correction was computed from DEFLEC99 derived deflections. FX3807 FX3807.The geoid height was determined by GEOID03. FX3807 FX3807; North East Units Scale Factor Converg. FX3807;SPC NC - 289,823.050 811,756.742 MT 1.00005360 +1 17 59.1 FX3807;SPC NC - 950,861.12 2,663,238.58 sFT 1.00005360 +1 17 59.1 FX3807;UTM 18 - 4,023,280.893 343,125.548 MT 0.99990322 -1 02 10.0 FX3807 FX3807! - Elev Factor x Scale Factor = Combined Factor FX3807!SPC NC - 1.00000556 x 1.00005360 = 1.00005916 FX3807!UTM 18 - 1.00000556 x 0.99990322 = 0.99990878 FX3807 FX3807: Primary Azimuth Mark Grid Az FX3807:SPC NC - SWAMP 143 48 37.8 FX3807:UTM 18 - SWAMP 146 08 46.9 FX3807 FX3807|---------------------------------------------------------------------| FX3807| PID Reference Object Distance Geod. Az | FX3807| dddmmss.s | FX3807| FX4933 MARSH WM 1 4.350 METERS 05548 | FX3807| FX4932 MARSH RM 1 7.320 METERS 06748 | FX3807| FX3812 SWAMP APPROX. 2.3 KM 1450636.9 | FX3807| FX3933 WICCACON APPROX. 0.6 KM 2204736.9 | FX3807|---------------------------------------------------------------------| FX3807 FX3807 SUPERSEDED SURVEY CONTROL FX3807 FX3807 NAD 27 - 36 20 30.00000(N) 076 44 54.22000(W) AD( ) 3 FX3807 FX3807.Superseded values are not recommended for survey control. FX3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3807.See file dsdata.txt to determine how the superseded data were derived. FX3807 FX3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4312623281(NAD 83) FX3807_MARKER: DS = TRIANGULATION STATION DISK FX3807_SETTING: 0 = UNSPECIFIED SETTING FX3807 FX3807 HISTORY - Date Condition Report By FX3807 HISTORY - 1932 MONUMENTED CGS FX3807 HISTORY - 1963 MARK NOT FOUND CGS FX3807 FX3807 STATION DESCRIPTION FX3807 FX3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3807'ON EAST SIDE OF CHOWAN RIVER ON A POINT DIAGONALLY OPPOSITE AND FX3807'SOUTH FROM THE ENTRANCE TO WICCACON CREEK, ABOUT 12 METERS (39 FX3807'FEET) FROM SMALL LONE CYPRESS STANDING OFFSHORE ALMOST IN RANGE FX3807'WITH STATION CANE, AND JUST SOUTH OF WHERE BIGHT, IN SHORE LINE FX3807'300 METERS (984 FEET) ACROSS, BEGINS. STATION IS MARKED BY A FX3807'STANDARD DISK SET IN TOP OF SAWED OFF CYPRESS 5 FEET ABOVE WATER. FX3807'THIS TREE IS FORKED BELOW STATION MARK, THE OFFSHORE PART BEING FX3807'SAWED 12 INCHES SHORTER. REFERENCE MARK IS STANDARD DISK IN FX3807'CONCRETE, SET IN MUDDY GROUND INSHORE FROM STATION AMONG CYPRESS FX3807'ROOTS, AND 7.32 METERS (24.0 FEET) FROM STATION IN BEARING N 68DEG FX3807'E. WITNESS MARK IS AN 8 INCH GALVANIZED LAG SCREW AT CENTER OF FX3807'TRIANGULAR BLAZE ON 30-INCH CYPRESS STANDING INSHORE FROM STATION, FX3807'JUST NORTH OF LINE OF REFERENCE MARK, AND 4.35 METERS (14.3 FEET) FX3807'FROM STATION IN BEARING N 55 DEG 48 MIN E. FX3807 FX3807 STATION RECOVERY (1963) FX3807 FX3807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3807'STATION SEARCHED FOR BUT NOT RECOVERED. THE WITNESS MARK WAS FX3807'FOUND IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK WAS NOT FX3807'FOUND. THE OLD STUMP DESCRIBED IN THE ORIGINAL DESCRIPTION COULD FX3807'NOT BE FOUND AND HAS APPARENTLY ROTTED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3824 *********************************************************************** FX3824 DESIGNATION - MERCHANTS FX3824 PID - FX3824 FX3824 STATE/COUNTY- NC/GATES FX3824 USGS QUAD - MERCHANTS MILLPOND (1981) FX3824 FX3824 *CURRENT SURVEY CONTROL FX3824 ___________________________________________________________________ FX3824* NAD 83(1986)- 36 25 58.66659(N) 076 42 03.66327(W) ADJUSTED FX3824* NAVD 88 - 3.3 (meters) 11. (feet) VERTCON FX3824 ___________________________________________________________________ FX3824 LAPLACE CORR- -3.97 (seconds) DEFLEC99 FX3824 GEOID HEIGHT- -36.14 (meters) GEOID03 FX3824 FX3824 HORZ ORDER - SECOND FX3824 FX3824.The North Carolina HARNS have been completed but, FX3824.due to contractual restrictions, coordinates for these stations FX3824.will NOT be published in the near future. In the interim, the FX3824.published coordinates in North Carolina will not be FX3824.consistent with the Continuously Operating Reference Stations FX3824.(CORS). The HARN coordinates for these stations are available FX3824.upon request. Contact Gary Thompson(919-733-3836). FX3824. FX3824.In addition, the published North Carolina positions FX3824.(NAD 83 (1986)) are NOT consistent with those determined in FX3824.adjacent state readjustments. The discontinuity between stations FX3824.located in North Carolina and those in adjacent states FX3824.which have been adjusted to the HARN may be as much as 5 FX3824.decimeters. This will result in a significant loss of accuracy FX3824.over lines crossing such state borders. FX3824 FX3824 FX3824.The horizontal coordinates were established by classical geodetic methods FX3824.and adjusted by the National Geodetic Survey in July 1986. FX3824 FX3824.The NAVD 88 height was computed by applying the VERTCON shift value to FX3824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3824 FX3824.The Laplace correction was computed from DEFLEC99 derived deflections. FX3824 FX3824.The geoid height was determined by GEOID03. FX3824 FX3824; North East Units Scale Factor Converg. FX3824;SPC NC - 300,031.537 815,746.131 MT 1.00008522 +1 19 36.9 FX3824;SPC NC - 984,353.47 2,676,327.10 sFT 1.00008522 +1 19 36.9 FX3824;UTM 18 - 4,033,316.494 347,527.052 MT 0.99988643 -1 00 37.4 FX3824 FX3824! - Elev Factor x Scale Factor = Combined Factor FX3824!SPC NC - 1.00000515 x 1.00008522 = 1.00009037 FX3824!UTM 18 - 1.00000515 x 0.99988643 = 0.99989158 FX3824 FX3824 SUPERSEDED SURVEY CONTROL FX3824 FX3824 NAD 27 - 36 25 58.10839(N) 076 42 04.82912(W) AD( ) 2 FX3824 NGVD 29 (07/19/86) 3.7 (m) 12. (f) VERT ANG FX3824 FX3824.Superseded values are not recommended for survey control. FX3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3824.See file dsdata.txt to determine how the superseded data were derived. FX3824 FX3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4752733316(NAD 83) FX3824_MARKER: DE = TRAVERSE STATION DISK FX3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3824_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3824_STAMPING: MERCHANTS 1973 FX3824_MARK LOGO: NCGS FX3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3824+STABILITY: SURFACE MOTION FX3824 FX3824 HISTORY - Date Condition Report By FX3824 HISTORY - 1973 MONUMENTED NCGS FX3824 FX3824 STATION DESCRIPTION FX3824 FX3824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3824'MERCHANTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3824'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3824' FX3824'MERCHANTS IS LOCATED APPROXIMATELY 3.4 MILES NNE OF GATESVILLE, AND FX3824'5.1 MILES WEST OF SUNBURY. TO REACH STATION FROM SR 1400 BRIDGE FX3824'OVER BENNETTS CREEK (AT THE MERCHANTS MILL POND DAM) 3.5 MILES NE OF FX3824'GATESVILLE, PROCEED NW ALONG SR 1400 FOR 0.1 MILES TO STATION FX3824'ON LEFT SHOULDER. AND 0.1 MILES TO STATION ON LEFT SHOULDER, AND 0.1 FX3824'MILES SE OF INTERSECTION WITH SR 1403 LEADING TO EASONS CROSSROADS. FX3824' FX3824'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3824'MERCHANTS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FX3824'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. FX3824' FX3824'MARK IS FX3824'15.3 FEET SW OF C/L OF SR 1400. FX3824'283.6 FEET NW OF C/L OF WOODS ROAD LEADING SW (WITH TAG IN C/L). FX3824'334.2 FEET SSE OF INTERSECTION OF SR 1400 WITH SR 1403. FX3824'148.8 FEET SE OF 4 INCH BY 4INCH NARROW BRIDGE SIGN W/ALUMINUM FX3824'REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3831 *********************************************************************** FX3831 DESIGNATION - METAL FX3831 PID - FX3831 FX3831 STATE/COUNTY- NC/GATES FX3831 USGS QUAD - MERCHANTS MILLPOND (1981) FX3831 FX3831 *CURRENT SURVEY CONTROL FX3831 ___________________________________________________________________ FX3831* NAD 83(1986)- 36 29 57.33066(N) 076 43 50.70562(W) ADJUSTED FX3831* NAVD 88 - 16.2 (meters) 53. (feet) VERTCON FX3831 ___________________________________________________________________ FX3831 LAPLACE CORR- -3.86 (seconds) DEFLEC99 FX3831 GEOID HEIGHT- -36.04 (meters) GEOID03 FX3831 FX3831 HORZ ORDER - SECOND FX3831 FX3831.The North Carolina HARNS have been completed but, FX3831.due to contractual restrictions, coordinates for these stations FX3831.will NOT be published in the near future. In the interim, the FX3831.published coordinates in North Carolina will not be FX3831.consistent with the Continuously Operating Reference Stations FX3831.(CORS). The HARN coordinates for these stations are available FX3831.upon request. Contact Gary Thompson(919-733-3836). FX3831. FX3831.In addition, the published North Carolina positions FX3831.(NAD 83 (1986)) are NOT consistent with those determined in FX3831.adjacent state readjustments. The discontinuity between stations FX3831.located in North Carolina and those in adjacent states FX3831.which have been adjusted to the HARN may be as much as 5 FX3831.decimeters. This will result in a significant loss of accuracy FX3831.over lines crossing such state borders. FX3831 FX3831 FX3831.The horizontal coordinates were established by classical geodetic methods FX3831.and adjusted by the National Geodetic Survey in July 1986. FX3831 FX3831.The NAVD 88 height was computed by applying the VERTCON shift value to FX3831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3831 FX3831.The Laplace correction was computed from DEFLEC99 derived deflections. FX3831 FX3831.The geoid height was determined by GEOID03. FX3831 FX3831; North East Units Scale Factor Converg. FX3831;SPC NC - 307,325.650 812,912.244 MT 1.00010983 +1 18 35.1 FX3831;SPC NC - 1,008,284.24 2,667,029.59 sFT 1.00010983 +1 18 35.1 FX3831;UTM 18 - 4,040,718.632 344,993.652 MT 0.99989603 -1 01 46.8 FX3831 FX3831! - Elev Factor x Scale Factor = Combined Factor FX3831!SPC NC - 1.00000311 x 1.00010983 = 1.00011294 FX3831!UTM 18 - 1.00000311 x 0.99989603 = 0.99989914 FX3831 FX3831: Primary Azimuth Mark Grid Az FX3831:SPC NC - WILLEYTON 355 02 38.8 FX3831:UTM 18 - WILLEYTON 357 23 00.7 FX3831 FX3831|---------------------------------------------------------------------| FX3831| PID Reference Object Distance Geod. Az | FX3831| dddmmss.s | FX3831| FX4055 WILLEYTON APPROX. 0.8 KM 3562113.9 | FX3831|---------------------------------------------------------------------| FX3831 FX3831 SUPERSEDED SURVEY CONTROL FX3831 FX3831 NAD 27 - 36 29 56.77789(N) 076 43 51.86476(W) AD( ) 2 FX3831 NGVD 29 (07/19/86) 16.6 (m) 54. (f) VERT ANG FX3831 FX3831.Superseded values are not recommended for survey control. FX3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3831.See file dsdata.txt to determine how the superseded data were derived. FX3831 FX3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4499440719(NAD 83) FX3831_MARKER: DE = TRAVERSE STATION DISK FX3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3831_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3831_STAMPING: METAL 1973 FX3831_MARK LOGO: NCGS FX3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3831+STABILITY: SURFACE MOTION FX3831 FX3831 HISTORY - Date Condition Report By FX3831 HISTORY - 1973 MONUMENTED NCGS FX3831 HISTORY - 1980 GOOD NCGS FX3831 FX3831 STATION DESCRIPTION FX3831 FX3831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3831'METAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3831'VICINITY OF GATES, NORTH CAROLINA. FX3831' FX3831'METAL IS LOCATED APPROXIMATELY 2.1 MILES EAST OF GATES, AND 6.7 MILES FX3831'NORTH OF GATESVILLE. TO REACH STATION FROM THE OFFSET INTERSECTION FX3831'OF SR 1300 WITH SR 1304 (AT WILLEYTON SIGN) 2.0 MILES EAST OF FX3831'GATES, PROCEED SOUTH ALONG SR 1300 FOR 0.45 MILES TO STATION ON FX3831'RIGHT SHOULDER. 0.95 MILES NORTH OF INTERSECTION WITH SR FX3831'1303, AND APPROXIMATELY 200 FEET SOUTH OF A BRICK FARM FX3831'HOME. FX3831' FX3831'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3831'METAL 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FX3831'IS 5 INCHES ABOVE THE SURFACE OF THE GROUND. FX3831' FX3831'MARK IS FX3831'13.2 FEET W OF C/L OF SR 1300. FX3831'155.9 FEET S OF INTERSECTION OF SR 1300 AND A DRIVEWAY TO SOUTH FX3831'SIDE OF BRICK HOME. FX3831'170.7 FEET SSE OF PP W/ALUMINUM REF. TAG, AND TRANSFORMER. FX3831'143.4 FEET S OF TELEPHONE PEDSTAL IN SW CORNER OF YARD. FX3831 FX3831 STATION RECOVERY (1980) FX3831 FX3831'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX3831'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS FX3831'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. FX3831' FX3831'THE MARK IS 3 INCHES BELOW SURFACE AND IS 13.2 FEET WEST OF CENTERLINE FX3831'OF SR 1300, 155.9 FEET SOUTH OF INTERSECTION OF ROAD AND SOUTHERNMOST FX3831'DRIVEWAY TO HOUSE, 170.1 FEET SOUTH-SOUTHEAST OF POWER POLE (R12143) FX3831'WITH TRANSFORMER AND REFERENCE TAG, 143.4 FEET SOUTH OF TELEPHONE FX3831'PEDESTAL IN SOUTHWEST CORNER OF YARD AND 9.5 FEET EAST-NORTHEAST OF FX3831'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3820 *********************************************************************** FX3820 DESIGNATION - MILL FX3820 PID - FX3820 FX3820 STATE/COUNTY- NC/GATES FX3820 USGS QUAD - MERCHANTS MILLPOND (1981) FX3820 FX3820 *CURRENT SURVEY CONTROL FX3820 ___________________________________________________________________ FX3820* NAD 83(1986)- 36 25 49.64456(N) 076 41 52.95772(W) ADJUSTED FX3820* NAVD 88 - 3.8 (meters) 12. (feet) VERTCON FX3820 ___________________________________________________________________ FX3820 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FX3820 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3820 FX3820 HORZ ORDER - SECOND FX3820 FX3820.The North Carolina HARNS have been completed but, FX3820.due to contractual restrictions, coordinates for these stations FX3820.will NOT be published in the near future. In the interim, the FX3820.published coordinates in North Carolina will not be FX3820.consistent with the Continuously Operating Reference Stations FX3820.(CORS). The HARN coordinates for these stations are available FX3820.upon request. Contact Gary Thompson(919-733-3836). FX3820. FX3820.In addition, the published North Carolina positions FX3820.(NAD 83 (1986)) are NOT consistent with those determined in FX3820.adjacent state readjustments. The discontinuity between stations FX3820.located in North Carolina and those in adjacent states FX3820.which have been adjusted to the HARN may be as much as 5 FX3820.decimeters. This will result in a significant loss of accuracy FX3820.over lines crossing such state borders. FX3820 FX3820 FX3820.The horizontal coordinates were established by classical geodetic methods FX3820.and adjusted by the National Geodetic Survey in July 1986. FX3820 FX3820.The NAVD 88 height was computed by applying the VERTCON shift value to FX3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3820 FX3820.The Laplace correction was computed from DEFLEC99 derived deflections. FX3820 FX3820.The geoid height was determined by GEOID03. FX3820 FX3820; North East Units Scale Factor Converg. FX3820;SPC NC - 299,759.671 816,019.183 MT 1.00008431 +1 19 43.0 FX3820;SPC NC - 983,461.52 2,677,222.94 sFT 1.00008431 +1 19 43.0 FX3820;UTM 18 - 4,033,033.775 347,788.738 MT 0.99988545 -1 00 30.9 FX3820 FX3820! - Elev Factor x Scale Factor = Combined Factor FX3820!SPC NC - 1.00000507 x 1.00008431 = 1.00008938 FX3820!UTM 18 - 1.00000507 x 0.99988545 = 0.99989052 FX3820 FX3820: Primary Azimuth Mark Grid Az FX3820:SPC NC - POLE 186 58 59.7 FX3820:UTM 18 - POLE 189 19 13.6 FX3820 FX3820|---------------------------------------------------------------------| FX3820| PID Reference Object Distance Geod. Az | FX3820| dddmmss.s | FX3820| FX3827 POLE 467.342 METERS 1881842.7 | FX3820| FX3819 COLEMAN 117.738 METERS 33943 | FX3820|---------------------------------------------------------------------| FX3820 FX3820 SUPERSEDED SURVEY CONTROL FX3820 FX3820 NAD 27 - 36 25 49.08579(N) 076 41 54.12394(W) AD( ) 2 FX3820 NGVD 29 (07/19/86) 4.2 (m) 14. (f) VERT ANG FX3820 FX3820.Superseded values are not recommended for survey control. FX3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3820.See file dsdata.txt to determine how the superseded data were derived. FX3820 FX3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4778933034(NAD 83) FX3820_MARKER: DE = TRAVERSE STATION DISK FX3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3820_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3820_STAMPING: MILL 1973 FX3820_MARK LOGO: NCGS FX3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3820+STABILITY: SURFACE MOTION FX3820 FX3820 HISTORY - Date Condition Report By FX3820 HISTORY - 1973 MONUMENTED NCGS FX3820 FX3820 STATION DESCRIPTION FX3820 FX3820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3820'MILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3820'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3820' FX3820'MILL IS LOCATED APPROXIMATELY 3.5 MILES ENE OF GATESVILLE, AND 5.0 FX3820'MILES WEST OF SUNBURY. TO REACH STATION FROM SR 1400 BRIDGE OVER FX3820'BENNETTS CREEK (AT THE MERCHANTS MILL POND DAM) 3.5 MILES NE OF FX3820'GATESVILLE, PROCEED SOUTH ALONG SR 1400 FOR 0.15 MILES TO STATION FX3820'ON LEFT BETWEEN HIGHWAY AND SOUTHERNMOST OF TWO CLUSTERS OF TREES FX3820'IN A FIELD, AND 3.2 MILES NORTH OF INTERSECTION OF NC 37 AND SR FX3820'1400. FX3820' FX3820'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MILL FX3820'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3820'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. FX3820' FX3820'MARK IS FX3820'31.9 FEET E OF C/L OF SR 1400. FX3820'81 FEET SE OF PP ON SW SIDE OF ROAD. FX3820'56.5 FEET SW OF 14 INCH ASH W/ALUMINUM REF. TAG. FX3820'11.1 FEET WSW OF 3 INCH PEACH TREE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3829 *********************************************************************** FX3829 DESIGNATION - MITCHELL FX3829 PID - FX3829 FX3829 STATE/COUNTY- NC/GATES FX3829 USGS QUAD - MERCHANTS MILLPOND (1981) FX3829 FX3829 *CURRENT SURVEY CONTROL FX3829 ___________________________________________________________________ FX3829* NAD 83(1986)- 36 23 40.88959(N) 076 44 35.09395(W) ADJUSTED FX3829* NAVD 88 - 7.2 (meters) 24. (feet) VERTCON FX3829 ___________________________________________________________________ FX3829 LAPLACE CORR- -4.16 (seconds) DEFLEC99 FX3829 GEOID HEIGHT- -36.07 (meters) GEOID03 FX3829 FX3829 HORZ ORDER - SECOND FX3829 FX3829.The North Carolina HARNS have been completed but, FX3829.due to contractual restrictions, coordinates for these stations FX3829.will NOT be published in the near future. In the interim, the FX3829.published coordinates in North Carolina will not be FX3829.consistent with the Continuously Operating Reference Stations FX3829.(CORS). The HARN coordinates for these stations are available FX3829.upon request. Contact Gary Thompson(919-733-3836). FX3829. FX3829.In addition, the published North Carolina positions FX3829.(NAD 83 (1986)) are NOT consistent with those determined in FX3829.adjacent state readjustments. The discontinuity between stations FX3829.located in North Carolina and those in adjacent states FX3829.which have been adjusted to the HARN may be as much as 5 FX3829.decimeters. This will result in a significant loss of accuracy FX3829.over lines crossing such state borders. FX3829 FX3829 FX3829.The horizontal coordinates were established by classical geodetic methods FX3829.and adjusted by the National Geodetic Survey in July 1986. FX3829 FX3829.The NAVD 88 height was computed by applying the VERTCON shift value to FX3829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3829 FX3829.The Laplace correction was computed from DEFLEC99 derived deflections. FX3829 FX3829.The geoid height was determined by GEOID03. FX3829 FX3829; North East Units Scale Factor Converg. FX3829;SPC NC - 295,698.901 812,071.541 MT 1.00007163 +1 18 09.5 FX3829;SPC NC - 970,138.81 2,664,271.38 sFT 1.00007163 +1 18 09.5 FX3829;UTM 18 - 4,029,138.086 343,679.543 MT 0.99990108 -1 02 04.0 FX3829 FX3829! - Elev Factor x Scale Factor = Combined Factor FX3829!SPC NC - 1.00000452 x 1.00007163 = 1.00007615 FX3829!UTM 18 - 1.00000452 x 0.99990108 = 0.99990560 FX3829 FX3829|---------------------------------------------------------------------| FX3829| PID Reference Object Distance Geod. Az | FX3829| dddmmss.s | FX3829| FX3830 LUMBER 394.985 METERS 12258 | FX3829|---------------------------------------------------------------------| FX3829 FX3829 SUPERSEDED SURVEY CONTROL FX3829 FX3829 NAD 27 - 36 23 40.33104(N) 076 44 36.25633(W) AD( ) 2 FX3829 NGVD 29 (07/19/86) 7.6 (m) 25. (f) VERT ANG FX3829 FX3829.Superseded values are not recommended for survey control. FX3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3829.See file dsdata.txt to determine how the superseded data were derived. FX3829 FX3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4368029138(NAD 83) FX3829_MARKER: DE = TRAVERSE STATION DISK FX3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3829_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3829_STAMPING: MITCHELL 1973 FX3829_MARK LOGO: NCGS FX3829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3829+STABILITY: SURFACE MOTION FX3829 FX3829 HISTORY - Date Condition Report By FX3829 HISTORY - 1973 MONUMENTED NCGS FX3829 HISTORY - 19970413 GOOD USPSQD FX3829 FX3829 STATION DESCRIPTION FX3829 FX3829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3829'MITCHELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3829'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3829' FX3829'MITCHELL IS LOCATED APPROXIMATELY 0.8 MILES SSE OF GATESVILLE. TO FX3829'REACH STATION FROM THE INTERSECTION OF NC 37 AND NC 137 IN FX3829'GATESVILLE, PROCEED SE ALONG NC 37 FOR 0.85 MILES TO STATION ON RIGHT FX3829'AT EAST CORNER OF W. P. MITCHELL YARD BY A TP, AND 0.2K MILES NW FX3829'OF INTERSECTION WITH SR 1401 (NORTH) AND SR 1100 (SOUTH). FX3829' FX3829'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FX3829'MITCHELL 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FX3829'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FX3829' FX3829'MARK IS FX3829'28.8 FEET SW OF C/L OF NC 37. FX3829'86.5 FEET SE OF C/L OF W. P. MITCHELL DRIVEWAY. FX3829'3.6 FEET NE OF TELEPHONE SERVICE POLE W/ALUMINUM REF. TAG. FX3829'34.5 FEET NW OF 1/2 METAL PROPERTY CORNER. FX3829'64.2 FEET S OF PP NO. P 1842 - E0 51 W/ALUMINUM REF. TAG. FX3829 FX3829 STATION RECOVERY (1997) FX3829 FX3829'RECOVERY NOTE BY US POWER SQUADRON 1997 FX3829'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5302 *********************************************************************** FX5302 DESIGNATION - MOVE FX5302 PID - FX5302 FX5302 STATE/COUNTY- NC/GATES FX5302 USGS QUAD - GATES (1967) FX5302 FX5302 *CURRENT SURVEY CONTROL FX5302 ___________________________________________________________________ FX5302* NAD 83(1986)- 36 32 52.51766(N) 076 45 22.90911(W) ADJUSTED FX5302* NAVD 88 - 15.3 (meters) 50. (feet) VERTCON FX5302 ___________________________________________________________________ FX5302 LAPLACE CORR- -3.84 (seconds) DEFLEC99 FX5302 GEOID HEIGHT- -35.95 (meters) GEOID03 FX5302 FX5302 HORZ ORDER - SECOND FX5302 FX5302.The North Carolina HARNS have been completed but, FX5302.due to contractual restrictions, coordinates for these stations FX5302.will NOT be published in the near future. In the interim, the FX5302.published coordinates in North Carolina will not be FX5302.consistent with the Continuously Operating Reference Stations FX5302.(CORS). The HARN coordinates for these stations are available FX5302.upon request. Contact Gary Thompson(919-733-3836). FX5302. FX5302.In addition, the published North Carolina positions FX5302.(NAD 83 (1986)) are NOT consistent with those determined in FX5302.adjacent state readjustments. The discontinuity between stations FX5302.located in North Carolina and those in adjacent states FX5302.which have been adjusted to the HARN may be as much as 5 FX5302.decimeters. This will result in a significant loss of accuracy FX5302.over lines crossing such state borders. FX5302 FX5302 FX5302.The horizontal coordinates were established by classical geodetic methods FX5302.and adjusted by the National Geodetic Survey in January 1991. FX5302 FX5302.The NAVD 88 height was computed by applying the VERTCON shift value to FX5302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5302 FX5302.The Laplace correction was computed from DEFLEC99 derived deflections. FX5302 FX5302.The geoid height was determined by GEOID03. FX5302 FX5302; North East Units Scale Factor Converg. FX5302;SPC NC - 312,672.833 810,495.895 MT 1.00012875 +1 17 41.9 FX5302;SPC NC - 1,025,827.45 2,659,101.95 sFT 1.00012875 +1 17 41.9 FX5302;UTM 18 - 4,046,158.832 342,798.145 MT 0.99990447 -1 02 46.0 FX5302 FX5302! - Elev Factor x Scale Factor = Combined Factor FX5302!SPC NC - 1.00000324 x 1.00012875 = 1.00013199 FX5302!UTM 18 - 1.00000324 x 0.99990447 = 0.99990771 FX5302 FX5302 SUPERSEDED SURVEY CONTROL FX5302 FX5302 NGVD 29 (01/18/91) 15.7 (m) 52. (f) VERT ANG FX5302 FX5302.Superseded values are not recommended for survey control. FX5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5302.See file dsdata.txt to determine how the superseded data were derived. FX5302 FX5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4279846159(NAD 83) FX5302_MARKER: DE = TRAVERSE STATION DISK FX5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5302_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5302_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5302+STABILITY: SURFACE MOTION FX5302 FX5302 HISTORY - Date Condition Report By FX5302 HISTORY - 1980 MONUMENTED NCGS FX5302 HISTORY - 19970104 GOOD USPSQD FX5302 FX5302 STATION DESCRIPTION FX5302 FX5302'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5302'STATION IS LOCATED APPROXIMATELY 3.2 MILES NORTH-NORTHEAST OF GATES FX5302'AND 9.9 MILES WEST-NORTHWEST OF CORAPEAKE. FX5302' FX5302'TO REACH STATION FROM THE US 13 INTERSECTION WITH NORTH CAROLINA AND FX5302'VIRGINIA STATE LINE, PROCEED SOUTH ALONG US 13 FOR 0.2 MILE TO SR 1300 FX5302'AND STATION ON LEFT IN EAST QUADRANT, APPROXIMATELY 200 YARDS WEST OF FX5302'A SMALL FRAME CHURCH. FX5302' FX5302'STATION MARK IS A STANDARD DISK STAMPED---MOVE 1980---SET IN TOP OF A FX5302'9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS 28.0 FX5302'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 20.0 FEET EAST-NORTHEAST OF FX5302'CENTERLINE OF SR 1300, 28.5 FEET EAST-SOUTHEAST OF CENTERLINE FX5302'INTERSECTION OF HIGHWAY AND SR 1300 AND 15.0 FEET NORTH FX5302'OF--STOP--SIGN POST. FX5302 FX5302 STATION RECOVERY (1997) FX5302 FX5302'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5302'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3950 *********************************************************************** FX3950 DESIGNATION - MUD FX3950 PID - FX3950 FX3950 STATE/COUNTY- NC/GATES FX3950 USGS QUAD - WINTON (1982) FX3950 FX3950 *CURRENT SURVEY CONTROL FX3950 ___________________________________________________________________ FX3950* NAD 83(1986)- 36 23 29.94730(N) 076 54 14.50158(W) ADJUSTED FX3950* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3950 ___________________________________________________________________ FX3950 LAPLACE CORR- -5.40 (seconds) DEFLEC99 FX3950 GEOID HEIGHT- -35.63 (meters) GEOID03 FX3950 FX3950 HORZ ORDER - THIRD FX3950 FX3950.The North Carolina HARNS have been completed but, FX3950.due to contractual restrictions, coordinates for these stations FX3950.will NOT be published in the near future. In the interim, the FX3950.published coordinates in North Carolina will not be FX3950.consistent with the Continuously Operating Reference Stations FX3950.(CORS). The HARN coordinates for these stations are available FX3950.upon request. Contact Gary Thompson(919-733-3836). FX3950. FX3950.In addition, the published North Carolina positions FX3950.(NAD 83 (1986)) are NOT consistent with those determined in FX3950.adjacent state readjustments. The discontinuity between stations FX3950.located in North Carolina and those in adjacent states FX3950.which have been adjusted to the HARN may be as much as 5 FX3950.decimeters. This will result in a significant loss of accuracy FX3950.over lines crossing such state borders. FX3950 FX3950 FX3950.The horizontal coordinates were established by classical geodetic methods FX3950.and adjusted by the National Geodetic Survey in July 1986. FX3950 FX3950.The orthometric height was scaled from a topographic map. FX3950 FX3950.The Laplace correction was computed from DEFLEC99 derived deflections. FX3950 FX3950.The geoid height was determined by GEOID03. FX3950 FX3950; North East Units Scale Factor Converg. FX3950;SPC NC - 295,045.105 797,642.219 MT 1.00007057 +1 12 35.0 FX3950;SPC NC - 967,993.82 2,616,931.18 sFT 1.00007057 +1 12 35.0 FX3950;UTM 18 - 4,029,073.575 329,237.602 MT 0.99995928 -1 07 47.8 FX3950 FX3950! - Elev Factor x Scale Factor = Combined Factor FX3950!SPC NC - 1.00000549 x 1.00007057 = 1.00007606 FX3950!UTM 18 - 1.00000549 x 0.99995928 = 0.99996477 FX3950 FX3950: Primary Azimuth Mark Grid Az FX3950:SPC NC - HARRELL 238 20 31.0 FX3950:UTM 18 - HARRELL 240 40 53.8 FX3950 FX3950|---------------------------------------------------------------------| FX3950| PID Reference Object Distance Geod. Az | FX3950| dddmmss.s | FX3950| FX4962 MUD RM 1 17.690 METERS 08902 | FX3950| FX4963 MUD WM 7.430 METERS 18755 | FX3950| FX3946 HARRELL APPROX. 0.5 KM 2393306.0 | FX3950|---------------------------------------------------------------------| FX3950 FX3950 SUPERSEDED SURVEY CONTROL FX3950 FX3950 NAD 27 - 36 23 29.39100(N) 076 54 15.64600(W) AD( ) 3 FX3950 FX3950.Superseded values are not recommended for survey control. FX3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3950.See file dsdata.txt to determine how the superseded data were derived. FX3950 FX3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2923829074(NAD 83) FX3950_MARKER: DS = TRIANGULATION STATION DISK FX3950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3950 FX3950 HISTORY - Date Condition Report By FX3950 HISTORY - 1932 MONUMENTED CGS FX3950 HISTORY - 1963 GOOD CGS FX3950 FX3950 STATION DESCRIPTION FX3950 FX3950'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3950'MARKED WITH A BRASS DISC SET IN CONCRETE BLOCK ON THE EAST SIDE OF FX3950'CHOWAN RIVER 1.33 MILES SOUTH OF HIGHWAY BRIDGE ACROSS RIVER AT FX3950'WINTON, N.C., 0.28 MILE NORTH OF MUD CREEK AND ON AN OPEN MUD FLAT FX3950'7 METERS INSHORE. THE MUD FLAT BORDERS THE RIVER AND IS ABOUT FX3950'1500 METERS LONG AND ABOUT 150 METERS WIDE AND IS COVERED WITH FX3950'MARSH GRASS AND WEEDS. ONE R.M. AND ON W.M. WERE SET. THE R.M. FX3950'IS A BRASS DISC SET IN CONCRETE BLOCK ABOUT 2 METERS INSHORE. THE FX3950'W.M. IS A RAILROAD SPIKE DRIVEN IN A TRIANGLE CUT IN A 5 FOOT FX3950'CYPRESS TREE STANDING AT THE WATERS EDGE. THE TREE STANDS OUT TO FX3950'ITSELF AND IS THE LARGEST WITHIN 1000 METERS OF THE MARK. FX3950 FX3950 STATION RECOVERY (1963) FX3950 FX3950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3950'STATION AND WITNESS MARK ON 5 FOOT CYPRESS TREE RECOVERED AND FX3950'FOUND TO BE IN GOOD CONDITION. THE REFERENCE MARK WAS NOT FX3950'RECOVERED DUE TO DEBRIS AND HEAVY BRUSH. FX3950' FX3950'THE BEARING FROM THE STATION TO THE 5 FOOT CYPRESS TREE WAS FX3950'CHECKED AND FOUND TO BE N 20 DEG E 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5303 *********************************************************************** FX5303 DESIGNATION - MURRAY FX5303 PID - FX5303 FX5303 STATE/COUNTY- NC/GATES FX5303 USGS QUAD - GATES (1967) FX5303 FX5303 *CURRENT SURVEY CONTROL FX5303 ___________________________________________________________________ FX5303* NAD 83(1986)- 36 30 30.22746(N) 076 48 29.48133(W) ADJUSTED FX5303* NAVD 88 - 22.9 (meters) 75. (feet) VERTCON FX5303 ___________________________________________________________________ FX5303 LAPLACE CORR- -3.59 (seconds) DEFLEC99 FX5303 GEOID HEIGHT- -35.88 (meters) GEOID03 FX5303 FX5303 HORZ ORDER - SECOND FX5303 FX5303.The North Carolina HARNS have been completed but, FX5303.due to contractual restrictions, coordinates for these stations FX5303.will NOT be published in the near future. In the interim, the FX5303.published coordinates in North Carolina will not be FX5303.consistent with the Continuously Operating Reference Stations FX5303.(CORS). The HARN coordinates for these stations are available FX5303.upon request. Contact Gary Thompson(919-733-3836). FX5303. FX5303.In addition, the published North Carolina positions FX5303.(NAD 83 (1986)) are NOT consistent with those determined in FX5303.adjacent state readjustments. The discontinuity between stations FX5303.located in North Carolina and those in adjacent states FX5303.which have been adjusted to the HARN may be as much as 5 FX5303.decimeters. This will result in a significant loss of accuracy FX5303.over lines crossing such state borders. FX5303 FX5303 FX5303.The horizontal coordinates were established by classical geodetic methods FX5303.and adjusted by the National Geodetic Survey in January 1991. FX5303 FX5303.The NAVD 88 height was computed by applying the VERTCON shift value to FX5303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5303 FX5303.The Laplace correction was computed from DEFLEC99 derived deflections. FX5303 FX5303.The geoid height was determined by GEOID03. FX5303 FX5303; North East Units Scale Factor Converg. FX5303;SPC NC - 308,183.653 805,953.049 MT 1.00011332 +1 15 54.2 FX5303;SPC NC - 1,011,099.20 2,644,197.63 sFT 1.00011332 +1 15 54.2 FX5303;UTM 18 - 4,041,859.857 338,076.695 MT 0.99992304 -1 04 33.6 FX5303 FX5303! - Elev Factor x Scale Factor = Combined Factor FX5303!SPC NC - 1.00000204 x 1.00011332 = 1.00011536 FX5303!UTM 18 - 1.00000204 x 0.99992304 = 0.99992508 FX5303 FX5303 SUPERSEDED SURVEY CONTROL FX5303 FX5303 NGVD 29 (01/18/91) 23.3 (m) 76. (f) VERT ANG FX5303 FX5303.Superseded values are not recommended for survey control. FX5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5303.See file dsdata.txt to determine how the superseded data were derived. FX5303 FX5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3807741860(NAD 83) FX5303_MARKER: DE = TRAVERSE STATION DISK FX5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5303_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5303_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5303+STABILITY: SURFACE MOTION FX5303 FX5303 HISTORY - Date Condition Report By FX5303 HISTORY - 1980 MONUMENTED NCGS FX5303 HISTORY - 19970104 GOOD USPSQD FX5303 FX5303 STATION DESCRIPTION FX5303 FX5303'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5303'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES WEST OF GATES AND 3.2 FX5303'MILES NORTH OF RODUCO. FX5303' FX5303'TO REACH STATION FROM THE INTERSECTION OF US 13 AND US 158 IN TARHEEL, FX5303'PROCEED NORTHEASTERLY ALONG US 13 FOR 4.65 MILES TO DIRT ROAD TO 2 FX5303'LARGE CHICKEN HOUSES AND STATION IN WEST SHOULDER UNDER POWER LINE FX5303'CROSSING HIGHWAY, AND 0.35 MILE SOUTH OF SR 1211 INTERSECTION. FX5303' FX5303'STATION MARK IS A STANDARD DISK STAMPED---MURRAY 1980---SET IN TOP OF FX5303'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX5303'17.2 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 29.7 FEET NORTH FX5303'NORTHEAST OF CENTERLINE OF DIRT ROAD, 56.4 FEET EAST-NORTHEAST OF FIRE FX5303'HYDRANT, 104.5 FEET SOUTH OF TELEPHONE JUNCTION BOX POST WITH FX5303'REFERENCE TAG AND 156.6 FEET EAST-SOUTHEAST OF POWER POLE WITH FX5303'TRANSFORMER AND REFERENCE TAG. FX5303 FX5303 STATION RECOVERY (1997) FX5303 FX5303'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5303'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2698 *********************************************************************** FX2698 DESIGNATION - MYRTLE FX2698 PID - FX2698 FX2698 STATE/COUNTY- NC/GATES FX2698 USGS QUAD - SUNBURY (1981) FX2698 FX2698 *CURRENT SURVEY CONTROL FX2698 ___________________________________________________________________ FX2698* NAD 83(1986)- 36 26 20.00409(N) 076 35 09.86178(W) ADJUSTED FX2698* NAVD 88 - 11.114 (meters) 36.46 (feet) ADJUSTED FX2698 ___________________________________________________________________ FX2698 LAPLACE CORR- -3.53 (seconds) DEFLEC99 FX2698 GEOID HEIGHT- -36.38 (meters) GEOID03 FX2698 DYNAMIC HT - 11.105 (meters) 36.43 (feet) COMP FX2698 MODELED GRAV- 979,848.5 (mgal) NAVD 88 FX2698 FX2698 HORZ ORDER - SECOND FX2698 VERT ORDER - SECOND CLASS II FX2698 FX2698.The North Carolina HARNS have been completed but, FX2698.due to contractual restrictions, coordinates for these stations FX2698.will NOT be published in the near future. In the interim, the FX2698.published coordinates in North Carolina will not be FX2698.consistent with the Continuously Operating Reference Stations FX2698.(CORS). The HARN coordinates for these stations are available FX2698.upon request. Contact Gary Thompson(919-733-3836). FX2698. FX2698.In addition, the published North Carolina positions FX2698.(NAD 83 (1986)) are NOT consistent with those determined in FX2698.adjacent state readjustments. The discontinuity between stations FX2698.located in North Carolina and those in adjacent states FX2698.which have been adjusted to the HARN may be as much as 5 FX2698.decimeters. This will result in a significant loss of accuracy FX2698.over lines crossing such state borders. FX2698 FX2698 FX2698.The horizontal coordinates were established by classical geodetic methods FX2698.and adjusted by the National Geodetic Survey in January 1991. FX2698 FX2698.The orthometric height was determined by differential leveling FX2698.and adjusted by the National Geodetic Survey in June 1991. FX2698 FX2698.The Laplace correction was computed from DEFLEC99 derived deflections. FX2698 FX2698.The geoid height was determined by GEOID03. FX2698 FX2698.The dynamic height is computed by dividing the NAVD 88 FX2698.geopotential number by the normal gravity value computed on the FX2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2698.degrees latitude (g = 980.6199 gals.). FX2698 FX2698.The modeled gravity was interpolated from observed gravity values. FX2698 FX2698; North East Units Scale Factor Converg. FX2698;SPC NC - 300,933.772 826,035.017 MT 1.00008736 +1 23 35.7 FX2698;SPC NC - 987,313.55 2,710,083.22 sFT 1.00008736 +1 23 35.7 FX2698;UTM 18 - 4,033,798.433 357,841.909 MT 0.99984899 -0 56 32.0 FX2698 FX2698! - Elev Factor x Scale Factor = Combined Factor FX2698!SPC NC - 1.00000396 x 1.00008736 = 1.00009133 FX2698!UTM 18 - 1.00000396 x 0.99984899 = 0.99985295 FX2698 FX2698 SUPERSEDED SURVEY CONTROL FX2698 FX2698 NAVD 88 (10/17/03) 11.11 (m) 36.5 (f) LEVELING 3 FX2698 NGVD 29 (01/18/91) 11.45 (m) 37.6 (f) LEVELING 3 FX2698 FX2698.Superseded values are not recommended for survey control. FX2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2698.See file dsdata.txt to determine how the superseded data were derived. FX2698 FX2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5784233798(NAD 83) FX2698_MARKER: DH = HORIZONTAL CONTROL DISK FX2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2698_SP_SET: CONCRETE POST FX2698_STAMPING: MYRTLE 1980 FX2698_MARK LOGO: NCGS FX2698_PROJECTION: RECESSED 13 CENTIMETERS FX2698_MAGNETIC: N = NO MAGNETIC MATERIAL FX2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2698+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2698 FX2698 HISTORY - Date Condition Report By FX2698 HISTORY - 1980 MONUMENTED NCGS FX2698 HISTORY - 1980 GOOD NCGS FX2698 HISTORY - 19940627 GOOD NCGS FX2698 HISTORY - 19970413 GOOD USPSQD FX2698 FX2698 STATION DESCRIPTION FX2698 FX2698'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2698'STATION IS LOCATED APPROXIMATELY 1.4 MILES EAST OF SUNBURY AND 2.2 FX2698'MILES WEST OF ACRON HILL. FX2698' FX2698'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2698'PROCEED EAST ALONG US 158 FOR 1.40 MILES TO STATION IN RIGHT SHOULDER, FX2698'IN FRONT OF A TWO STORY FRAME HOUSE AND 0.35 MILE EAST OF SR 1429. FX2698' FX2698'STATION MARK IS A STANDARD DISK STAMPED---MYRTLE 1980---SET IN TOP OF FX2698'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. MARK IS FX2698'16.3 FEET SOUTH OF CENTERLINE OF HIGHWAY, 23.4 FEET WEST OF CENTERLINE FX2698'OF DRIVE TO HOUSE, 11.2 FEET NORTHWEST OF WEST END OF CULVERT UNDER FX2698'DRIVE AND 71.2 FEET EAST OF POWER POLE (WA76) WITH REFERENCE TAG. FX2698 FX2698 STATION RECOVERY (1980) FX2698 FX2698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2698'1.3 MI ESE FROM SUNBURY. FX2698'1.40 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2698'SUNBURY, IN HIGHWAY SHOULDER IN FRONT OF A TWO STORY HOUSE, AND FX2698'0.35 MILE EAST OF SR 1429. 16.3 FEET SOUTH OF CENTERLINE OF HIGHWAY, FX2698'23.4 FEET WEST OF CENTERLINE OF DRIVE TO HOUSE, 11.2 FEET NORTHWEST FX2698'OF WEST END OF CULVERT UNDER DRIVE AND 71.2 FEET EAST OF POWER POLE FX2698'(WA 76) WITH REFERENCE TAG. FX2698'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2698 FX2698 STATION RECOVERY (1994) FX2698 FX2698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2698'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. LOCATED FX2698'22.0 FT (6.7 M) WEST OF CENTERLINE OF DRIVE TO HOUSE, 9.9 FT (3.0 M) FX2698'NORTHWEST OF WEST END OF CULVERT UNDER DRIVE, AND 72.0 FT (21.9 M) FX2698'EAST OF POWER POLE (WA74) WITH REFERENCE TAG. FX2698 FX2698 STATION RECOVERY (1997) FX2698 FX2698'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2698'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2695 *********************************************************************** FX2695 DESIGNATION - NONAME FX2695 PID - FX2695 FX2695 STATE/COUNTY- NC/GATES FX2695 USGS QUAD - SUNBURY (1981) FX2695 FX2695 *CURRENT SURVEY CONTROL FX2695 ___________________________________________________________________ FX2695* NAD 83(1986)- 36 26 32.79612(N) 076 33 38.04802(W) ADJUSTED FX2695* NAVD 88 - 13.400 (meters) 43.96 (feet) ADJUSTED FX2695 ___________________________________________________________________ FX2695 LAPLACE CORR- -3.51 (seconds) DEFLEC99 FX2695 GEOID HEIGHT- -36.42 (meters) GEOID03 FX2695 DYNAMIC HT - 13.389 (meters) 43.93 (feet) COMP FX2695 MODELED GRAV- 979,849.9 (mgal) NAVD 88 FX2695 FX2695 HORZ ORDER - SECOND FX2695 VERT ORDER - SECOND CLASS II FX2695 FX2695.The North Carolina HARNS have been completed but, FX2695.due to contractual restrictions, coordinates for these stations FX2695.will NOT be published in the near future. In the interim, the FX2695.published coordinates in North Carolina will not be FX2695.consistent with the Continuously Operating Reference Stations FX2695.(CORS). The HARN coordinates for these stations are available FX2695.upon request. Contact Gary Thompson(919-733-3836). FX2695. FX2695.In addition, the published North Carolina positions FX2695.(NAD 83 (1986)) are NOT consistent with those determined in FX2695.adjacent state readjustments. The discontinuity between stations FX2695.located in North Carolina and those in adjacent states FX2695.which have been adjusted to the HARN may be as much as 5 FX2695.decimeters. This will result in a significant loss of accuracy FX2695.over lines crossing such state borders. FX2695 FX2695 FX2695.The horizontal coordinates were established by classical geodetic methods FX2695.and adjusted by the National Geodetic Survey in January 1991. FX2695 FX2695.The orthometric height was determined by differential leveling FX2695.and adjusted by the National Geodetic Survey in June 1991. FX2695 FX2695.The Laplace correction was computed from DEFLEC99 derived deflections. FX2695 FX2695.The geoid height was determined by GEOID03. FX2695 FX2695.The dynamic height is computed by dividing the NAVD 88 FX2695.geopotential number by the normal gravity value computed on the FX2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2695.degrees latitude (g = 980.6199 gals.). FX2695 FX2695.The modeled gravity was interpolated from observed gravity values. FX2695 FX2695; North East Units Scale Factor Converg. FX2695;SPC NC - 301,383.890 828,311.554 MT 1.00008865 +1 24 28.7 FX2695;SPC NC - 988,790.31 2,717,552.16 sFT 1.00008865 +1 24 28.7 FX2695;UTM 18 - 4,034,155.327 360,134.339 MT 0.99984102 -0 55 37.7 FX2695 FX2695! - Elev Factor x Scale Factor = Combined Factor FX2695!SPC NC - 1.00000361 x 1.00008865 = 1.00009226 FX2695!UTM 18 - 1.00000361 x 0.99984102 = 0.99984463 FX2695 FX2695 SUPERSEDED SURVEY CONTROL FX2695 FX2695 NGVD 29 (01/18/91) 13.73 (m) 45.0 (f) LEVELING 3 FX2695 FX2695.Superseded values are not recommended for survey control. FX2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2695.See file dsdata.txt to determine how the superseded data were derived. FX2695 FX2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6013434155(NAD 83) FX2695_MARKER: DE = TRAVERSE STATION DISK FX2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2695_SP_SET: CONCRETE POST FX2695_STAMPING: NONAME 1980 FX2695_MARK LOGO: NCGS FX2695_PROJECTION: RECESSED 10 CENTIMETERS FX2695_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2695+STABILITY: SURFACE MOTION FX2695 FX2695 HISTORY - Date Condition Report By FX2695 HISTORY - 1980 MONUMENTED NCGS FX2695 HISTORY - 1980 GOOD NCGS FX2695 HISTORY - 19970413 GOOD USPSQD FX2695 FX2695 STATION DESCRIPTION FX2695 FX2695'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2695'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE WEST OF ACRON HILL AND FX2695'2.7 MILES EAST OF SUNBURY. FX2695' FX2695'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2695'PROCEED EAST ALONG US 158 FOR 2.9 MILES TO STATION IN RIGHT SHOULDER, FX2695'IN CURVE AT A FRAME HOUSE AND 0.35 MILE EAST OF SR 1336. FX2695' FX2695'STATION MARK IS A STANDARD DISK STAMPED---NONAME 1980---SET IN TOP OF FX2695'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2695'16.7 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 152.0 FEET EAST OF FX2695'CENTERLINE OF DRIVEWAY, 44.4 FEET NORTH-NORTHWEST OF 8 INCH GUM WITH FX2695'REFERENCE TAG, 124.7 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG FX2695'AND 99.0 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE. FX2695 FX2695 STATION RECOVERY (1980) FX2695 FX2695'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2695'2.8 MI EAST FROM SUNBURY. FX2695'2.9 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2695'SUNBURY, IN HIGHWAY SHOULDER IN A CURVE AT A FRAME HOUSE, AND 0.35 FX2695'MILE EAST OF SR 1336. 16.7 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, FX2695'152.0 FEET EAST OF CENTERLINE OF DRIVE TO HOUSE, 99.0 FEET NORTHEAST FX2695'OF NORTHEAST CORNER OF HOUSE, 44.4 FEET NORTH-NORTHWEST OF 8 INCH FX2695'GUM WITH REFERENCE TAG AND 124.7 FEET NORTHWEST OF POWER POLE WITH FX2695'REFERENCE TAG. FX2695'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2695 FX2695 STATION RECOVERY (1997) FX2695 FX2695'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2695'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2702 *********************************************************************** FX2702 DESIGNATION - ORCHARD FX2702 PID - FX2702 FX2702 STATE/COUNTY- NC/GATES FX2702 USGS QUAD - SUNBURY (1981) FX2702 FX2702 *CURRENT SURVEY CONTROL FX2702 ___________________________________________________________________ FX2702* NAD 83(1986)- 36 26 29.19779(N) 076 36 23.58428(W) ADJUSTED FX2702* NAVD 88 - 9.786 (meters) 32.11 (feet) ADJUSTED FX2702 ___________________________________________________________________ FX2702 LAPLACE CORR- -3.64 (seconds) DEFLEC99 FX2702 GEOID HEIGHT- -36.33 (meters) GEOID03 FX2702 DYNAMIC HT - 9.778 (meters) 32.08 (feet) COMP FX2702 MODELED GRAV- 979,847.9 (mgal) NAVD 88 FX2702 FX2702 HORZ ORDER - SECOND FX2702 VERT ORDER - SECOND CLASS II FX2702 FX2702.The North Carolina HARNS have been completed but, FX2702.due to contractual restrictions, coordinates for these stations FX2702.will NOT be published in the near future. In the interim, the FX2702.published coordinates in North Carolina will not be FX2702.consistent with the Continuously Operating Reference Stations FX2702.(CORS). The HARN coordinates for these stations are available FX2702.upon request. Contact Gary Thompson(919-733-3836). FX2702. FX2702.In addition, the published North Carolina positions FX2702.(NAD 83 (1986)) are NOT consistent with those determined in FX2702.adjacent state readjustments. The discontinuity between stations FX2702.located in North Carolina and those in adjacent states FX2702.which have been adjusted to the HARN may be as much as 5 FX2702.decimeters. This will result in a significant loss of accuracy FX2702.over lines crossing such state borders. FX2702 FX2702 FX2702.The horizontal coordinates were established by classical geodetic methods FX2702.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. FX2702 FX2702.The orthometric height was determined by differential leveling FX2702.and adjusted by the National Geodetic Survey in June 1991. FX2702 FX2702.The Laplace correction was computed from DEFLEC99 derived deflections. FX2702 FX2702.The geoid height was determined by GEOID03. FX2702 FX2702.The dynamic height is computed by dividing the NAVD 88 FX2702.geopotential number by the normal gravity value computed on the FX2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2702.degrees latitude (g = 980.6199 gals.). FX2702 FX2702.The modeled gravity was interpolated from observed gravity values. FX2702 FX2702; North East Units Scale Factor Converg. FX2702;SPC NC - 301,172.644 824,192.433 MT 1.00008829 +1 22 53.1 FX2702;SPC NC - 988,097.25 2,704,038.01 sFT 1.00008829 +1 22 53.1 FX2702;UTM 18 - 4,034,112.125 356,011.022 MT 0.99985544 -0 57 16.0 FX2702 FX2702! - Elev Factor x Scale Factor = Combined Factor FX2702!SPC NC - 1.00000417 x 1.00008829 = 1.00009246 FX2702!UTM 18 - 1.00000417 x 0.99985544 = 0.99985961 FX2702 FX2702 SUPERSEDED SURVEY CONTROL FX2702 FX2702 NAD 83(1986)- 36 26 29.19804(N) 076 36 23.58304(W) AD( ) 2 FX2702 NAVD 88 (10/17/03) 9.79 (m) 32.1 (f) LEVELING 3 FX2702 NGVD 29 (01/18/91) 10.12 (m) 33.2 (f) LEVELING 3 FX2702 FX2702.Superseded values are not recommended for survey control. FX2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2702.See file dsdata.txt to determine how the superseded data were derived. FX2702 FX2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5601134112(NAD 83) FX2702_MARKER: DH = HORIZONTAL CONTROL DISK FX2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2702_SP_SET: CONCRETE POST FX2702_STAMPING: ORCHARD 1980 FX2702_MARK LOGO: NCGS FX2702_PROJECTION: RECESSED 15 CENTIMETERS FX2702_MAGNETIC: N = NO MAGNETIC MATERIAL FX2702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2702+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2702 FX2702 HISTORY - Date Condition Report By FX2702 HISTORY - 1980 MONUMENTED NCGS FX2702 HISTORY - 1980 GOOD NCGS FX2702 HISTORY - 19940627 GOOD NCGS FX2702 HISTORY - 19970413 GOOD USPSQD FX2702 FX2702 STATION DESCRIPTION FX2702 FX2702'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2702'THE STATION IS LOCATED IN SUNBURY. FX2702' FX2702'TO REACH STATION FROM THE INTERSECTION OF US 158 WITH NC 32, PROCEED FX2702'EAST ALONG US 158 FOR 0.2 MILE TO SR 1337 (ORCHARD STREET) AND STATION FX2702'IN RIGHT SHOULDER. FX2702' FX2702'STATION MARK IS A STANDARD DISK STAMPED---ORCHARD 1980---SET IN TOP OF FX2702'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2702'14.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, 18.0 FEET EAST OF FX2702'PROLONGATION OF CENTERLINE OF STREET, 16.9 FEET NORTH OF POWER FX2702'POLE (KC95) WITH REFERENCE TAG, 33.6 FEET SOUTHWEST OF EAST END OF FX2702'CULVERT UNDER STREET, AND 52.5 FEET SOUTHEAST OF WEST END OF CULVERT FX2702'UNDER STREET. FX2702 FX2702 STATION RECOVERY (1980) FX2702 FX2702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2702'IN SUNBURY. FX2702'0.2 MILE EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32, AT FX2702'INTERSECTION WITH ORCHARD STREET - SR 1337 IN SOUTH SHOULDER OF FX2702'HIGHWAY. 14.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, 18.0 FEET EAST OF FX2702'PROJECTED CENTERLINE OF STREET, 16.9 FEET NORTH OF POWER POLE FX2702'(KC 95) WITH REFERENCE TAG, 33.6 FEET SOUTHWEST OF EAST END OF FX2702'CULVERT UNDER STREET AND 52.5 FEET SOUTHEAST OF WEST END OF CULVERT FX2702'UNDER STREET. FX2702'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2702 FX2702 STATION RECOVERY (1994) FX2702 FX2702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2702'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION. LOCATED FX2702'21.0 FT (6.4 M) EAST OF PROLONGATION OF CENTERLINE OF SR 1337 (ORCHARD FX2702'STREET). FX2702 FX2702 STATION RECOVERY (1997) FX2702 FX2702'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2702'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2739 *********************************************************************** FX2739 DESIGNATION - PARKER FX2739 PID - FX2739 FX2739 STATE/COUNTY- NC/GATES FX2739 USGS QUAD - GATESVILLE (1990) FX2739 FX2739 *CURRENT SURVEY CONTROL FX2739 ___________________________________________________________________ FX2739* NAD 83(1986)- 36 26 34.35660(N) 076 52 27.94433(W) ADJUSTED FX2739* NAVD 88 - 9.439 (meters) 30.97 (feet) ADJUSTED FX2739 ___________________________________________________________________ FX2739 LAPLACE CORR- -4.86 (seconds) DEFLEC99 FX2739 GEOID HEIGHT- -35.73 (meters) GEOID03 FX2739 DYNAMIC HT - 9.431 (meters) 30.94 (feet) COMP FX2739 MODELED GRAV- 979,844.1 (mgal) NAVD 88 FX2739 FX2739 HORZ ORDER - SECOND FX2739 VERT ORDER - SECOND CLASS II FX2739 FX2739.The North Carolina HARNS have been completed but, FX2739.due to contractual restrictions, coordinates for these stations FX2739.will NOT be published in the near future. In the interim, the FX2739.published coordinates in North Carolina will not be FX2739.consistent with the Continuously Operating Reference Stations FX2739.(CORS). The HARN coordinates for these stations are available FX2739.upon request. Contact Gary Thompson(919-733-3836). FX2739. FX2739.In addition, the published North Carolina positions FX2739.(NAD 83 (1986)) are NOT consistent with those determined in FX2739.adjacent state readjustments. The discontinuity between stations FX2739.located in North Carolina and those in adjacent states FX2739.which have been adjusted to the HARN may be as much as 5 FX2739.decimeters. This will result in a significant loss of accuracy FX2739.over lines crossing such state borders. FX2739 FX2739 FX2739.The horizontal coordinates were established by classical geodetic methods FX2739.and adjusted by the National Geodetic Survey in July 1986. FX2739 FX2739.The orthometric height was determined by differential leveling FX2739.and adjusted by the National Geodetic Survey in June 1991. FX2739 FX2739.The Laplace correction was computed from DEFLEC99 derived deflections. FX2739 FX2739.The geoid height was determined by GEOID03. FX2739 FX2739.The dynamic height is computed by dividing the NAVD 88 FX2739.geopotential number by the normal gravity value computed on the FX2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2739.degrees latitude (g = 980.6199 gals.). FX2739 FX2739.The modeled gravity was interpolated from observed gravity values. FX2739 FX2739; North East Units Scale Factor Converg. FX2739;SPC NC - 300,784.969 800,175.613 MT 1.00008881 +1 13 36.5 FX2739;SPC NC - 986,825.35 2,625,242.82 sFT 1.00008881 +1 13 36.5 FX2739;UTM 18 - 4,034,704.500 332,002.899 MT 0.99994773 -1 06 49.4 FX2739 FX2739! - Elev Factor x Scale Factor = Combined Factor FX2739!SPC NC - 1.00000413 x 1.00008881 = 1.00009294 FX2739!UTM 18 - 1.00000413 x 0.99994773 = 0.99995186 FX2739 FX2739: Primary Azimuth Mark Grid Az FX2739:SPC NC - PARKER RM 3 AZIMUTH 029 32 14.0 FX2739:UTM 18 - PARKER RM 3 AZIMUTH 031 52 39.9 FX2739 FX2739|---------------------------------------------------------------------| FX2739| PID Reference Object Distance Geod. Az | FX2739| dddmmss.s | FX2739| FX4992 PARKER RM 2 49.350 METERS 00359 | FX2739| FX4993 PARKER RM 3 AZIMUTH 0304550.5 | FX2739| FX4990 PARKER AZ MK RESET 03104 | FX2739| FX4656 CHISELED ARROW ON CULVERT 07314 | FX2739| FX4991 PARKER RM 1 50.050 METERS 10002 | FX2739|---------------------------------------------------------------------| FX2739 FX2739 SUPERSEDED SURVEY CONTROL FX2739 FX2739 NAD 27 - 36 26 33.80200(N) 076 52 29.09400(W) AD( ) 2 FX2739 NGVD 29 (01/18/91) 9.81 (m) 32.2 (f) LEVELING 3 FX2739 FX2739.Superseded values are not recommended for survey control. FX2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2739.See file dsdata.txt to determine how the superseded data were derived. FX2739 FX2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3200334705(NAD 83) FX2739_MARKER: DS = TRIANGULATION STATION DISK FX2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2739_SP_SET: CONCRETE POST FX2739_STAMPING: PARKER 1932 FX2739_MARK LOGO: CGS FX2739_PROJECTION: FLUSH FX2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2739+STABILITY: SURFACE MOTION FX2739 FX2739 HISTORY - Date Condition Report By FX2739 HISTORY - 1932 MONUMENTED CGS FX2739 HISTORY - 1933 GOOD CGS FX2739 HISTORY - 1963 GOOD CGS FX2739 HISTORY - 1965 GOOD CGS FX2739 HISTORY - 1970 GOOD NGS FX2739 HISTORY - 1980 GOOD NCGS FX2739 HISTORY - 1981 GOOD NCGS FX2739 HISTORY - 19970104 MARK NOT FOUND USPSQD FX2739 FX2739 STATION DESCRIPTION FX2739 FX2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 FX2739'STATION IS 4-1/2 MILES NORTHEAST OF WINTON, 7-1/2 MILES NORTHWEST FX2739'OF GATESVILLE, AND ONE-HALF MILE WEST OF TINKHAMS CROSSROADS, ON FX2739'PROPERTY OF H. F. PARKER. TO REACH FROM WINTON, GO NORTH ON ROUTE FX2739'30, CROSS CHOWAN RIVER, AND CONTINUE 4.4 MILES FROM CENTER OF FX2739'BRIDGE OR 0.2 MILE NORTH OF SIDE ROAD TO SOUTHEAST WITH SIGN COOL FX2739'SPRING CHURCH 1-1/2 MI. TO A LANE TO LEFT JUST SOUTH OF FX2739'TELEPHONE POLE NO. 1720. STATION IS IN GROWTH OF SCRUB PINE, ABOUT FX2739'300 METERS (984 FEET) WEST OF MR. PARKERS FARMHOUSE, 52 METERS FX2739'(171 FEET) NORTH OF CENTER LINE OF ROUTE 30, 36 METERS (118 FEET) FX2739'WEST OF FENCE LINE OF CULTIVATED FIELD, AND 125 FEET SOUTHWEST OF FX2739'LANE FENCE WHICH FORMS NORTHWEST BOUNDARY OF LANE FROM ROUTE 30. FX2739'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN FX2739'CONCRETE, NOTES 1A AND 7A. UPPER MARK PROJECTS 3 INCHES. FX2739'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE FX2739'11A. FX2739'NO. 1 IS 32 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 13 FX2739'FEET SOUTHWEST OF CENTER LINE OF LANE, 172 FEET SOUTHWEST OF FX2739'SOUTHWEST END OF CONCRETE CULVERT WITH ARROW CUT IN IT, ON FX2739'NORTHWEST SIDE OF ROAD, AND 50.050 METERS (164.21 FEET) FROM FX2739'STATION IN BEARING S 79 DEG 5 MIN E. FX2739'NO. 2 IS 2 FEET SOUTHWEST OF LANE FX2739'FENCE, 274 FEET NORTHWEST CENTER LINE OF ROUTE 30, AND 49.350 FX2739'METERS (161.91 FEET) FROM STATION IN BEARING N 3 DEG 59 MIN E. FX2739'NO. 3 IS 0.1 MILE WEST OF R 30, 4 METERS (13 FEET) NORTH OF CENTER FX2739'LINE OF EAST-AND-WEST ROAD, FOOT NORTH OF WOVEN-WIRE RIGHT-OF-WAY FX2739'FENCE, APPROXIMATELY MILE FROM STATION IN BEARING N 30 DEG 46 MIN E. FX2739'A LIGHTNING ROD ON WILLIE SMITHS HOUSE IS APPROXIMATELY FX2739'600 METERS (1,968 FEET) FROM STATION IN BEARING N 04 DEG 07 MIN E. FX2739'SOUTH EDGE OF CHIMNEY OF PARKERS HOUSE IS APPROXIMATELY 250 FX2739'METERS (820 FEET) FROM STATION IN BEARING N 49 DEG 12 MIN E. FX2739'AND BASE OF FORKED TREE IS APPROXIMATELY 400 METERS (1,312 FEET) FX2739'FROM STATION IN BEARING N 13 DEG 46 MIN E. TIP OF ARROW ON FX2739'WEST END OF CONCRETE CULVERT ON NORTH SIDE OF HIGHWAY IS 62.100 FX2739'METERS (203.74 FEET) FROM STATION IN BEARING N 73 DEG 16 MIN E. FX2739 FX2739 STATION RECOVERY (1963) FX2739 FX2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX2739'STATION AND REFERENCE MARK NO. 1 RECOVERED AND FOUND TO BE IN GOOD FX2739'CONDITION. REFERENCE MARKS NO. 2 AND 3 WERE NOT RECOVERED. FX2739' FX2739'TO REACH FROM THE CENTER OF BRIDGE OVER THE CHOWAN RIVER IN THE FX2739'NORTH PART OF WINTON, GO NORTHEAST ON U.S. HIGHWAY 13 FOR 4.2 FX2739'MILES TO REVERSE FORK ON RIGHT. CONTINUE AHEAD ON U.S. HIGHWAY 13 FX2739'FOR 0.25 MILE TO SIDE ROAD LEFT AND REFERENCE MARK NO. 1 ON LEFT FX2739'IN WEST ANGLE OF ROAD INTERSECTION ON THE WEST HIGHWAY RIGHT-OF-WAY. FX2739 FX2739 STATION RECOVERY (1965) FX2739 FX2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) FX2739'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE FX2739'MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION. THE HIGHWAY FX2739'DEPARTMENT REQUESTED THAT REFERENCE MARK NO. 3 BE RELOCATED OUT OF FX2739'THE CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS SO AN AZIMUTH MARK FX2739'WAS ESTABLISHED AND THE REFERENCE MARK WAS THEN DESTROYED. SINCE A FX2739'DIFFERENCE OF 9 FEET WAS FOUND IN THE GIVEN DISTANCE AND THE FX2739'MEASURED DISTANCE FROM THE CENTERLINE OF THE ROAD TO REFERENCE FX2739'MARK NO. 3 AND THE ARROW ON DISK WAS POINTING ABOUT 30 DEGREES FX2739'FROM THE STATION, THERE IS A POSSIBILITY THAT THE MARK HAD BEEN FX2739'PREVIOUSLY MOVED AND NOT REPORTED. FX2739' FX2739'STATION IS LOCATED IN A HEAVILY WOODED AREA AND THE PROPERTY OWNER FX2739'REQUESTED THE MINIMUM AMOUNT OF CLEARING BE DONE SO THE DISTANCE FX2739'AND DIRECTION TO REFERENCE MARK NO. 1 WAS NOT CHECKED AND A MORE FX2739'THOROUGH SEARCH FOR REFERENCE MARK NO. 2 WAS NOT MADE AS IT WOULD FX2739'HAVE REQUIRED THE CUTTING OF SEVERAL SMALL PINES. THE ARROW CUT FX2739'IN THE CONCRETE CULVERT WAS ALSO RECOVERED IN GOOD CONDITION. FX2739' FX2739'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF ROAD, 12 FEET FX2739'NORTH OF REFERENCE MARK NO. 3 (DESTROYED), 1 FOOT WEST OF STEEL FX2739'WITNESS POST AND AT THE SOUTH EDGE OF A CULTIVATED FIELD. THE FX2739'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE POST ABOUT 10 FX2739'INCHES IN DIAMETER, FLUSH WITH THE GROUND AND DISK IS STAMPED--- FX2739'PARKER RESET 1965---. TO REACH FROM STATION GO NORTHERLY ON U.S. FX2739'HIGHWAY 13 FOR 0.3 MILE TO CROSSROADS. TURN LEFT AND GO 0.1 MILE FX2739'TO MARK ON THE RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED. FX2739 FX2739 STATION RECOVERY (1970) FX2739 FX2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) FX2739'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. REFERENCE FX2739'MARK NO. 1 WAS IN FAIR CONDITION WITH ABOUT A FOOT OF THE MARK FX2739'EXPOSED. REFERENCE MARK NO. 2 WAS NOT RECOVERED. THE AZIMUTH MARK FX2739'HAD BEEN STRUCK BY HEAVY EQUIPMENT AND WAS IN A LEANING POSITION. FX2739'THE MARK WAS REINFORCED AND STRAIGHTENED UP AND POLARIS FX2739'OBSERVATIONS WERE MADE TO SECURE AN AZIMUTH. THE AREA IN THE FX2739'VICINITY OF STATION WAS BEING CLEARED OFF AND THE TREES AND STUMPS FX2739'WERE PILED UP TO WHERE IT WAS DIFFICULT TO MEASURE THE DISTANCE TO FX2739'REFERENCE MARK NO. AND TO THE ARROW ON CULVERT. RANGE POLES WERE FX2739'PLACED OVER T SO OBSERVATIONS COULD BE MADE. IT IS PLANNED AT FX2739'SOME FUTURE DATE TO ESTABLISH ANOTHER REFERENCE MARK AND TO MAKE FX2739'THE NECESSARY MEASUREMENTS. FX2739 FX2739 STATION RECOVERY (1980) FX2739 FX2739'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2739'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS FX2739'DESCRIBED. REFERENCE MARK 1 AND AZIMUTH MARK WERE FOUND AS LAST FX2739'RECOVERED, BUT ARE NOT VISIBLE FROM STATION. REFERENCE MARK 2 WAS FX2739'SEARCHED FOR BUT NOT FOUND. NCGS TRAVERSE STATION---SEE 1980---MUST FX2739'BE USED AS AZIMUTH MARK. FX2739' FX2739'STATION IS ABOUT 4.5 MILES NORTHEAST OF WINTON. TO REACH STATION FROM FX2739'THE INTERSECTION OF US 13 WITH US 158 AT TARHEEL, PROCEED SOUTHWEST FX2739'ALONG US 13 FOR 1.35 MILES TO STATION ON RIGHT IN WOODED AREA, 0.35 FX2739'MILE SOUTHWEST OF INTERSECTION WITH SR 1201 AND 0.25 MILE NORTHEAST OF FX2739'INTERSECTION WITH SR 1128. FX2739' FX2739'STATION MARK IS A STANDARD DISK STAMPED---PARKER 1932---SET IN A FX2739'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE. MARK IS FX2739'171.0 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 110.0 FEET SOUTHWEST FX2739'OF CENTERLINE OF DIRT LANE, 8.9 FEET SOUTH OF 4 INCH PINE WITH FX2739'REFERENCE TAG, 6.2 FEET WEST OF 8 INCH PINE WITH REFERENCE TAG, 2.3 FX2739'FEET EAST OF 6 INCH PINE WITH REFERENCE TAG AND 1.0 FEET NORTHWEST OF FX2739'WITNESS POST. FX2739' FX2739'AZIMUTH MARK, STAMPED---PARKER RESET 1965---IS A STANDARD DISK SET IN FX2739'TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH GROUND FX2739'SURFACE. IT IS 31.5 FEET NORTHEAST OF CENTERLINE OF ROAD AND 1.0 FOOT FX2739'NORTHWEST OF WITNESS POST. TO REACH FROM STATION PROCEED NORTH ALONG FX2739'US 13 FOR 0.3 MILE TO CROSSROADS, THENCE WEST FOR 0.1 MILE TO MARK ON FX2739'RIGHT. FX2739' FX2739'SEE NCGS, STAMPED---SEE 1980---IS A STANDARD DISK SET IN TOP OF A FX2739'ROUND CONCRETE MONUMENT, WHICH IS 1 INCH BELOW GROUND SURFACE. IT IS FX2739'41.0 FEET NORTHWEST OF CENTERLINE OF US 13, 52.8 FEET SOUTHEAST OF THE FX2739'SOUTH CORNER OF A TWO STORY HOUSE AND 74.2 FEET SOUTH OF THE EAST FX2739'CORNER, 15 FEET WEST OF 40 INCH CREPE MYRTLE WITH REFERENCE TAG. TO FX2739'REACH FROM STATION, PROCEED NORTHEAST ALONG US 13 FOR 0.15 MILE. FX2739 FX2739 STATION RECOVERY (1981) FX2739 FX2739'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2739'3.65 MI SW FROM RODUCO. FX2739'1.35 MILES SOUTHWEST ALONG U.S. 13 - U.S. 158 FROM THEIR DIVERGENCE FX2739'AT TARHEEL, IN A WOODED AREA 0.35 MILE SOUTHWEST OF SR 1201, SR 1126 FX2739'CROSSROADS, AND 0.25 MILE NORTHEAST OF INTERSECTION WITH SR 1128. FX2739'171.0 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 110.0 FEET SOUTHWEST OF FX2739'CENTERLINE OF DIRT LANE, 2.3 FEET EAST OF 6 INCH PINE WITH REFERENCE FX2739'TAG, 6.2 FEET WEST OF 8 INCH PINE WITH REFERENCE TAG AND 8.9 FEET FX2739'SOUTH OF 4 INCH PINE WITH REFERENCE TAG. FX2739'THE MARK IS 1.0 FT NW FROM A WITNESS POST. FX2739'THE MARK IS 1 FT ABOVE HIGHWAY. FX2739 FX2739 STATION RECOVERY (1997) FX2739 FX2739'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2739'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4054 *********************************************************************** FX4054 DESIGNATION - PATH FX4054 PID - FX4054 FX4054 STATE/COUNTY- NC/GATES FX4054 USGS QUAD - WHALEYVILLE (1981) FX4054 FX4054 *CURRENT SURVEY CONTROL FX4054 ___________________________________________________________________ FX4054* NAD 83(1986)- 36 30 44.16829(N) 076 42 43.39787(W) ADJUSTED FX4054* NAVD 88 - 20.7 (meters) 68. (feet) VERTCON FX4054 ___________________________________________________________________ FX4054 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FX4054 GEOID HEIGHT- -36.07 (meters) GEOID03 FX4054 FX4054 HORZ ORDER - SECOND FX4054 FX4054.The North Carolina HARNS have been completed but, FX4054.due to contractual restrictions, coordinates for these stations FX4054.will NOT be published in the near future. In the interim, the FX4054.published coordinates in North Carolina will not be FX4054.consistent with the Continuously Operating Reference Stations FX4054.(CORS). The HARN coordinates for these stations are available FX4054.upon request. Contact Gary Thompson(919-733-3836). FX4054. FX4054.In addition, the published North Carolina positions FX4054.(NAD 83 (1986)) are NOT consistent with those determined in FX4054.adjacent state readjustments. The discontinuity between stations FX4054.located in North Carolina and those in adjacent states FX4054.which have been adjusted to the HARN may be as much as 5 FX4054.decimeters. This will result in a significant loss of accuracy FX4054.over lines crossing such state borders. FX4054 FX4054 FX4054.The horizontal coordinates were established by classical geodetic methods FX4054.and adjusted by the National Geodetic Survey in July 1986. FX4054 FX4054.The NAVD 88 height was computed by applying the VERTCON shift value to FX4054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4054 FX4054.The Laplace correction was computed from DEFLEC99 derived deflections. FX4054 FX4054.The geoid height was determined by GEOID03. FX4054 FX4054; North East Units Scale Factor Converg. FX4054;SPC NC - 308,807.627 814,553.776 MT 1.00011481 +1 19 13.9 FX4054;SPC NC - 1,013,146.36 2,672,415.18 sFT 1.00011481 +1 19 13.9 FX4054;UTM 18 - 4,042,132.058 346,693.935 MT 0.99988957 -1 01 07.9 FX4054 FX4054! - Elev Factor x Scale Factor = Combined Factor FX4054!SPC NC - 1.00000241 x 1.00011481 = 1.00011722 FX4054!UTM 18 - 1.00000241 x 0.99988957 = 0.99989198 FX4054 FX4054: Primary Azimuth Mark Grid Az FX4054:SPC NC - VANN RM 1 AZIMUTH 058 10 01.6 FX4054:UTM 18 - VANN RM 1 AZIMUTH 060 30 23.4 FX4054 FX4054|---------------------------------------------------------------------| FX4054| PID Reference Object Distance Geod. Az | FX4054| dddmmss.s | FX4054| FX4056 VANN RM 1 AZIMUTH APPROX. 0.9 KM 0592915.5 | FX4054|---------------------------------------------------------------------| FX4054 FX4054 SUPERSEDED SURVEY CONTROL FX4054 FX4054 NAD 27 - 36 30 43.61680(N) 076 42 44.55877(W) AD( ) 2 FX4054 NGVD 29 (07/19/86) 21.1 (m) 69. (f) VERT ANG FX4054 FX4054.Superseded values are not recommended for survey control. FX4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4054.See file dsdata.txt to determine how the superseded data were derived. FX4054 FX4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4669442132(NAD 83) FX4054_MARKER: DE = TRAVERSE STATION DISK FX4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4054_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX4054_STAMPING: PATH 1973 FX4054_MARK LOGO: NCGS FX4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4054+STABILITY: SURFACE MOTION FX4054 FX4054 HISTORY - Date Condition Report By FX4054 HISTORY - 1973 MONUMENTED NGS FX4054 HISTORY - 1980 GOOD NCGS FX4054 FX4054 STATION DESCRIPTION FX4054 FX4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JWC) FX4054'PATH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX4054'VICINITY OF GATES, NORTH CAROLINA. FX4054' FX4054'PATH IS LOCATED APPROXIMATELY 3.2 MILES EAST OF GATES, 7.8 MILES NNE FX4054'OF GATESVILLE. TO REACH STATION FROM THE OFFSET INTERSECTION OF SR FX4054'1300 WITH SR 1304 (AT WILLEYTON SIGN) 2.0 MILES EAST OF GATES, FX4054'PROCEED ENE ALONG SR 1304 FOR 1.3 MILES TO STATION ON RIGHT SHOULDER FX4054'SIDE ON WEST OF A WOODS ROAD ENTRANCE. 0.95 MILES WSW OF FX4054'INTERSECTION WITH SR 1311 (N) (AT HAZELTON SIGN). FX4054' FX4054'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PATH FX4054'1973, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE TOP OF FX4054'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FX4054' FX4054'MARK IS FX4054'11.4 FEET SSE OF C/L OF SR 1304. FX4054'10.5 FEET WSW OF C/L OF WOOD ROAD ENTRANCE. FX4054'8.0 FEET NW OF WEST END OF CULVERT UNDER WOODS ROAD. FX4054'28.6 FEET WNW OF 20 INCH PINE W/ALUMINUM REF. TAG. FX4054'25.0 FEET NNE OF 8 INCH PINE W/ALUMINUM REF. TAG. FX4054 FX4054 STATION RECOVERY (1980) FX4054 FX4054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX4054'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2714 *********************************************************************** FX2714 DESIGNATION - PEDESTAL FX2714 PID - FX2714 FX2714 STATE/COUNTY- NC/GATES FX2714 USGS QUAD - MERCHANTS MILLPOND (1981) FX2714 FX2714 *CURRENT SURVEY CONTROL FX2714 ___________________________________________________________________ FX2714* NAD 83(1986)- 36 27 09.44256(N) 076 39 58.75411(W) ADJUSTED FX2714* NAVD 88 - 11.872 (meters) 38.95 (feet) ADJUSTED FX2714 ___________________________________________________________________ FX2714 LAPLACE CORR- -3.89 (seconds) DEFLEC99 FX2714 GEOID HEIGHT- -36.20 (meters) GEOID03 FX2714 DYNAMIC HT - 11.863 (meters) 38.92 (feet) COMP FX2714 MODELED GRAV- 979,847.3 (mgal) NAVD 88 FX2714 FX2714 HORZ ORDER - SECOND FX2714 VERT ORDER - SECOND CLASS II FX2714 FX2714.The North Carolina HARNS have been completed but, FX2714.due to contractual restrictions, coordinates for these stations FX2714.will NOT be published in the near future. In the interim, the FX2714.published coordinates in North Carolina will not be FX2714.consistent with the Continuously Operating Reference Stations FX2714.(CORS). The HARN coordinates for these stations are available FX2714.upon request. Contact Gary Thompson(919-733-3836). FX2714. FX2714.In addition, the published North Carolina positions FX2714.(NAD 83 (1986)) are NOT consistent with those determined in FX2714.adjacent state readjustments. The discontinuity between stations FX2714.located in North Carolina and those in adjacent states FX2714.which have been adjusted to the HARN may be as much as 5 FX2714.decimeters. This will result in a significant loss of accuracy FX2714.over lines crossing such state borders. FX2714 FX2714 FX2714.The horizontal coordinates were established by classical geodetic methods FX2714.and adjusted by the National Geodetic Survey in January 1991. FX2714 FX2714.The orthometric height was determined by differential leveling FX2714.and adjusted by the National Geodetic Survey in June 1991. FX2714 FX2714.The Laplace correction was computed from DEFLEC99 derived deflections. FX2714 FX2714.The geoid height was determined by GEOID03. FX2714 FX2714.The dynamic height is computed by dividing the NAVD 88 FX2714.geopotential number by the normal gravity value computed on the FX2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2714.degrees latitude (g = 980.6199 gals.). FX2714 FX2714.The modeled gravity was interpolated from observed gravity values. FX2714 FX2714; North East Units Scale Factor Converg. FX2714;SPC NC - 302,285.338 818,805.482 MT 1.00009237 +1 20 48.9 FX2714;SPC NC - 991,747.81 2,686,364.32 sFT 1.00009237 +1 20 48.9 FX2714;UTM 18 - 4,035,443.214 350,675.115 MT 0.99987473 -0 59 24.9 FX2714 FX2714! - Elev Factor x Scale Factor = Combined Factor FX2714!SPC NC - 1.00000382 x 1.00009237 = 1.00009619 FX2714!UTM 18 - 1.00000382 x 0.99987473 = 0.99987855 FX2714 FX2714 SUPERSEDED SURVEY CONTROL FX2714 FX2714 NGVD 29 (01/18/91) 12.23 (m) 40.1 (f) LEVELING 3 FX2714 FX2714.Superseded values are not recommended for survey control. FX2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2714.See file dsdata.txt to determine how the superseded data were derived. FX2714 FX2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5067535443(NAD 83) FX2714_MARKER: DE = TRAVERSE STATION DISK FX2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2714_SP_SET: CONCRETE POST FX2714_STAMPING: PEDESTAL 1980 FX2714_MARK LOGO: NCGS FX2714_PROJECTION: RECESSED 15 CENTIMETERS FX2714_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2714+STABILITY: SURFACE MOTION FX2714 FX2714 HISTORY - Date Condition Report By FX2714 HISTORY - 1980 MONUMENTED NCGS FX2714 HISTORY - 1981 GOOD NCGS FX2714 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2714 FX2714 STATION DESCRIPTION FX2714 FX2714'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2714'STATION IS LOCATED APPROXIMATELY 3.3 MILES WEST OF SUNBURY AND 5.8 FX2714'MILES NORTHEAST OF GATESVILLE. FX2714' FX2714'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2714'PROCEED WEST ALONG US 158 FOR 3.25 MILES TO SR 1319 AND STATION IN FX2714'RIGHT SHOULDER. FX2714' FX2714'STATION MARK IS A STANDARD DISK STAMPED---PEDESTAL 1980---SET IN TOP FX2714'OF A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK FX2714'IS 13.4 FEET NORTH OF CENTERLINE OF HIGHWAY, 57.8 FEET SOUTHWEST OF FX2714'CENTERLINE OF SR 1319, 115.3 FEET NORTHWEST OF CENTERLINE OF FX2714'INTERSECTION, 55.4 FEET EAST OF TELEPHONE POLE (84) WITH REFERENCE FX2714'TAG, 80.9 FEET NORTHEAST OF POWER POLE (YK73) WITH REFERENCE TAG AND FX2714'55.5 FEET EAST OF LARGER OF TWO PEDESTALS. FX2714 FX2714 STATION RECOVERY (1981) FX2714 FX2714'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2714'3.3 MI WEST FROM SUNBURY. FX2714'3.25 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 FX2714'IN SUNBURY, IN HIGHWAY SHOULDER IN NORTHWEST QUADRANT OF THE FX2714'INTERSECTION WITH SR 1319. 13.4 FEET NORTH OF CENTERLINE OF FX2714'HIGHWAY, 57.8 FEET SOUTHWEST OF CENTERLINE OF ROAD, 115.3 FEET FX2714'NORTHWEST OF CENTERLINE INTERSECTION, 55.4 FEET EAST OF TELEPHONE FX2714'POLE 84 WITH REFERENCE TAG, 55.5 FEET EAST OF LARGEST OF TWO FX2714'TELEPHONE PEDESTALS AND 80.9 FEET NORTHEAST OF POWER POLE YK73 FX2714'WITH REFERENCE TAG. FX2714'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2714 FX2714 STATION RECOVERY (1997) FX2714 FX2714'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2714'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2741 *********************************************************************** FX2741 DESIGNATION - PEPSI FX2741 PID - FX2741 FX2741 STATE/COUNTY- NC/GATES FX2741 USGS QUAD - WINTON (1982) FX2741 FX2741 *CURRENT SURVEY CONTROL FX2741 ___________________________________________________________________ FX2741* NAD 83(1986)- 36 26 17.62299(N) 076 53 08.96190(W) ADJUSTED FX2741* NAVD 88 - 8.738 (meters) 28.67 (feet) ADJUSTED FX2741 ___________________________________________________________________ FX2741 LAPLACE CORR- -5.08 (seconds) DEFLEC99 FX2741 GEOID HEIGHT- -35.70 (meters) GEOID03 FX2741 DYNAMIC HT - 8.731 (meters) 28.64 (feet) COMP FX2741 MODELED GRAV- 979,844.8 (mgal) NAVD 88 FX2741 FX2741 HORZ ORDER - SECOND FX2741 VERT ORDER - SECOND CLASS II FX2741 FX2741.The North Carolina HARNS have been completed but, FX2741.due to contractual restrictions, coordinates for these stations FX2741.will NOT be published in the near future. In the interim, the FX2741.published coordinates in North Carolina will not be FX2741.consistent with the Continuously Operating Reference Stations FX2741.(CORS). The HARN coordinates for these stations are available FX2741.upon request. Contact Gary Thompson(919-733-3836). FX2741. FX2741.In addition, the published North Carolina positions FX2741.(NAD 83 (1986)) are NOT consistent with those determined in FX2741.adjacent state readjustments. The discontinuity between stations FX2741.located in North Carolina and those in adjacent states FX2741.which have been adjusted to the HARN may be as much as 5 FX2741.decimeters. This will result in a significant loss of accuracy FX2741.over lines crossing such state borders. FX2741 FX2741 FX2741.The horizontal coordinates were established by classical geodetic methods FX2741.and adjusted by the National Geodetic Survey in January 1991. FX2741 FX2741.The orthometric height was determined by differential leveling FX2741.and adjusted by the National Geodetic Survey in June 1991. FX2741 FX2741.The Laplace correction was computed from DEFLEC99 derived deflections. FX2741 FX2741.The geoid height was determined by GEOID03. FX2741 FX2741.The dynamic height is computed by dividing the NAVD 88 FX2741.geopotential number by the normal gravity value computed on the FX2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2741.degrees latitude (g = 980.6199 gals.). FX2741 FX2741.The modeled gravity was interpolated from observed gravity values. FX2741 FX2741; North East Units Scale Factor Converg. FX2741;SPC NC - 300,247.425 799,165.210 MT 1.00008712 +1 13 12.9 FX2741;SPC NC - 985,061.76 2,621,927.86 sFT 1.00008712 +1 13 12.9 FX2741;UTM 18 - 4,034,208.738 330,971.530 MT 0.99995202 -1 07 13.3 FX2741 FX2741! - Elev Factor x Scale Factor = Combined Factor FX2741!SPC NC - 1.00000423 x 1.00008712 = 1.00009135 FX2741!UTM 18 - 1.00000423 x 0.99995202 = 0.99995625 FX2741 FX2741 SUPERSEDED SURVEY CONTROL FX2741 FX2741 NGVD 29 (01/18/91) 9.10 (m) 29.9 (f) LEVELING 3 FX2741 FX2741.Superseded values are not recommended for survey control. FX2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2741.See file dsdata.txt to determine how the superseded data were derived. FX2741 FX2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3097234209(NAD 83) FX2741_MARKER: DE = TRAVERSE STATION DISK FX2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2741_SP_SET: CONCRETE POST FX2741_STAMPING: PEPSI 1980 FX2741_MARK LOGO: NCGS FX2741_PROJECTION: RECESSED 13 CENTIMETERS FX2741_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2741+STABILITY: SURFACE MOTION FX2741 FX2741 HISTORY - Date Condition Report By FX2741 HISTORY - 1980 MONUMENTED NCGS FX2741 HISTORY - 1981 GOOD NCGS FX2741 HISTORY - 19970104 POOR USPSQD FX2741 FX2741 STATION DESCRIPTION FX2741 FX2741'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2741'STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF WINTON AND 7.8 FX2741'MILES WEST-NORTHWEST OF GATESVILLE. FX2741' FX2741'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH US 158 AT FX2741'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 2.1 MILES TO STATION IN FX2741'RIGHT SHOULDER IN CURVE APPROXIMATELY 170 FEET SOUTHWEST OF A PEPSI FX2741'SIGN, APPROXIMATELY 138 FEET EAST OF CORNER OF WOODS AND 0.35 MILE FX2741'NORTHEAST OF NC 137. FX2741' FX2741'STATION MARK IS A STANDARD DISK STAMPED---PEPSI 1980---SET IN THE TOP FX2741'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 5 INCHES BELOW GROUND FX2741'SURFACE. MARK IS 19.3 FEET NORTH OF CENTERLINE OF HIGHWAY AND 16.7 FX2741'FEET EAST OF 18 INCH PINE, 10.8 FEET SOUTH OF 24 INCH PINE, AND 14.8 FX2741'FEET SOUTHWEST OF 10 INCH PINE ALL WITH REFERENCE TAGS. FX2741 FX2741 STATION RECOVERY (1981) FX2741 FX2741'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2741'4.4 MI SW FROM RODUCO. FX2741'2.1 MILES SOUTHWEST ALONG U.S. 13-U.S. 158 FROM THEIR DIVERGENCE AT FX2741'TARHEEL IN HIGHWAY SHOULDER IN CURVE APPROXIMATELY 170 FEET SOUTHWEST FX2741'OF A PEPSI COLA SIGN, 138 FEET EAST OF A WOODS CORNER, AND 0.35 MILE FX2741'NORTHEAST OF INTERSECTION WITH NC 137. 19.3 FEET NORTH OF CENTERLINE FX2741'OF HIGHWAY, 10.8 FEET SOUTH OF 24 INCH PINE WITH REFERENCE TAG, 14.8 FX2741'FEET SOUTHWEST OF 10 INCH PINE WITH REFERENCE TAG AND 16.7 FEET EAST FX2741'OF 18 INCH PINE WITH REFERENCE TAG. FX2741'THE MARK IS 1 FT BELOW HIGHWAY. FX2741 FX2741 STATION RECOVERY (1997) FX2741 FX2741'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2741'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2745 *********************************************************************** FX2745 DESIGNATION - PETH FX2745 PID - FX2745 FX2745 STATE/COUNTY- NC/GATES FX2745 USGS QUAD - WINTON (1982) FX2745 FX2745 *CURRENT SURVEY CONTROL FX2745 ___________________________________________________________________ FX2745* NAD 83(1986)- 36 25 36.78358(N) 076 54 04.34463(W) ADJUSTED FX2745* NAVD 88 - 3.010 (meters) 9.88 (feet) ADJUSTED FX2745 ___________________________________________________________________ FX2745 LAPLACE CORR- -5.46 (seconds) DEFLEC99 FX2745 GEOID HEIGHT- -35.65 (meters) GEOID03 FX2745 DYNAMIC HT - 3.008 (meters) 9.87 (feet) COMP FX2745 MODELED GRAV- 979,846.0 (mgal) NAVD 88 FX2745 FX2745 HORZ ORDER - SECOND FX2745 VERT ORDER - SECOND CLASS II FX2745 FX2745.The North Carolina HARNS have been completed but, FX2745.due to contractual restrictions, coordinates for these stations FX2745.will NOT be published in the near future. In the interim, the FX2745.published coordinates in North Carolina will not be FX2745.consistent with the Continuously Operating Reference Stations FX2745.(CORS). The HARN coordinates for these stations are available FX2745.upon request. Contact Gary Thompson(919-733-3836). FX2745. FX2745.In addition, the published North Carolina positions FX2745.(NAD 83 (1986)) are NOT consistent with those determined in FX2745.adjacent state readjustments. The discontinuity between stations FX2745.located in North Carolina and those in adjacent states FX2745.which have been adjusted to the HARN may be as much as 5 FX2745.decimeters. This will result in a significant loss of accuracy FX2745.over lines crossing such state borders. FX2745 FX2745 FX2745.The horizontal coordinates were established by classical geodetic methods FX2745.and adjusted by the National Geodetic Survey in January 1991. FX2745 FX2745.The orthometric height was determined by differential leveling FX2745.and adjusted by the National Geodetic Survey in June 1991. FX2745 FX2745.The Laplace correction was computed from DEFLEC99 derived deflections. FX2745 FX2745.The geoid height was determined by GEOID03. FX2745 FX2745.The dynamic height is computed by dividing the NAVD 88 FX2745.geopotential number by the normal gravity value computed on the FX2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2745.degrees latitude (g = 980.6199 gals.). FX2745 FX2745.The modeled gravity was interpolated from observed gravity values. FX2745 FX2745; North East Units Scale Factor Converg. FX2745;SPC NC - 298,959.488 797,812.644 MT 1.00008303 +1 12 40.9 FX2745;SPC NC - 980,836.25 2,617,490.32 sFT 1.00008303 +1 12 40.9 FX2745;UTM 18 - 4,032,977.273 329,567.676 MT 0.99995789 -1 07 45.1 FX2745 FX2745! - Elev Factor x Scale Factor = Combined Factor FX2745!SPC NC - 1.00000512 x 1.00008303 = 1.00008815 FX2745!UTM 18 - 1.00000512 x 0.99995789 = 0.99996301 FX2745 FX2745 SUPERSEDED SURVEY CONTROL FX2745 FX2745 NGVD 29 (01/18/91) 3.37 (m) 11.1 (f) LEVELING 3 FX2745 FX2745.Superseded values are not recommended for survey control. FX2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2745.See file dsdata.txt to determine how the superseded data were derived. FX2745 FX2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2956832977(NAD 83) FX2745_MARKER: DE = TRAVERSE STATION DISK FX2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2745_SP_SET: CONCRETE POST FX2745_STAMPING: PETH 1980 FX2745_MARK LOGO: NCGS FX2745_PROJECTION: RECESSED 8 CENTIMETERS FX2745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2745+STABILITY: SURFACE MOTION FX2745 FX2745 HISTORY - Date Condition Report By FX2745 HISTORY - 1980 MONUMENTED NCGS FX2745 HISTORY - 1981 GOOD NCGS FX2745 HISTORY - 19850313 GOOD NCGS FX2745 FX2745 STATION DESCRIPTION FX2745 FX2745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2745'STATION IS LOCATED APPROXIMATELY 3.2 MILES NORTHEAST OF WINTON AND 5.5 FX2745'MILES SOUTHWEST OF RODUCO. FX2745' FX2745'TO REACH STATION FROM THE US 13-US 158 BRIDGE OVER THE CHOWAN RIVER FX2745'BRIDGE AT WINTON, PROCEED NORTHEAST ALONG US 13-US 158 FOR 2.5 MILES FX2745'TO STATION IN RIGHT SHOULDER AT DRIVE TO A YELLOW FRAME HOUSE AND A FX2745'BRICK HOUSE, AND 0.15 MILE NORTHEAST OF SR 1128. FX2745' FX2745'STATION MARK IS A STANDARD DISK STAMPED---PETH 1980---SET IN THE TOP FX2745'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW GROUND FX2745'SURFACE. MARK IS 19.5 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, FX2745'41.4 FEET NORTH OF 60 INCH OAK, 48.1 FEET NORTHEAST OF TELEPHONE FX2745'PEDESTAL, 123.2 FEET SOUTHWEST OF--HOLIDAY INN--SIGN POST, 90.3 FEET FX2745'NORTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE AND 86.4 FEET NORTH OF FX2745'POWER POLE WITH REFERENCE TAG. FX2745' FX2745'GAT 16 IS IN NORTHWEST END OF THE NORTHEAST BRIDGE ABUTMENT OVER FX2745'BUCKHORN SWAMP RUN. IT IS 18.6 FEET NORTHWEST OF THE CENTERLINE OF FX2745'US 13-US 158, 84.2 FEET WEST-SOUTHWEST OF CENTERLINE OF INTERSECTION FX2745'OF US 13-US 158 AND SR 1128 AND 1.9 FEET NORTHWEST OF END OF NORTHWEST FX2745'BRIDGE RAILING. DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE ABUTMENT. FX2745 FX2745 STATION RECOVERY (1981) FX2745 FX2745'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2745'3.2 MI NE FROM WINTON. FX2745'2.5 MILES NORTHEAST ALONG U.S. 13-U.S. 158 FROM THE CENTER OF THE FX2745'BRIDGE OVER CHOWAN RIVER, IN HIGHWAY SHOULDER AT A DRIVE TO A ONE FX2745'STORY FRAME HOUSE AND A ONE STORY BRICK HOUSE, 0.15 MILE NORTHEAST OF FX2745'INTERSECTION WITH SR 1128. 19.5 FEET SOUTHEAST OF CENTERLINE OF HIGH- FX2745'WAY, 41.4 FEET NORTH OF 60 INCH OAK, 48.1 FEET NORTHEAST OF TELEPHONE FX2745'PEDESTAL, 86.4 FEET NORTH OF POWER POLE WITH REFERENCE TAG, 90.3 FX2745'FEET NORTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE AND 123.3 FEET FX2745'SOUTHWEST OF HOLIDAY INN SIGN POST. FX2745'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2745 FX2745 STATION RECOVERY (1985) FX2745 FX2745'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS) FX2745'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2721 *********************************************************************** FX2721 DESIGNATION - PICNIC FX2721 PID - FX2721 FX2721 STATE/COUNTY- NC/GATES FX2721 USGS QUAD - MERCHANTS MILLPOND (1981) FX2721 FX2721 *CURRENT SURVEY CONTROL FX2721 ___________________________________________________________________ FX2721* NAD 83(1986)- 36 26 09.07478(N) 076 43 44.39366(W) ADJUSTED FX2721* NAVD 88 - 9.953 (meters) 32.65 (feet) ADJUSTED FX2721 ___________________________________________________________________ FX2721 LAPLACE CORR- -3.99 (seconds) DEFLEC99 FX2721 GEOID HEIGHT- -36.07 (meters) GEOID03 FX2721 DYNAMIC HT - 9.945 (meters) 32.63 (feet) COMP FX2721 MODELED GRAV- 979,845.9 (mgal) NAVD 88 FX2721 FX2721 HORZ ORDER - SECOND FX2721 VERT ORDER - SECOND CLASS II FX2721 FX2721.The North Carolina HARNS have been completed but, FX2721.due to contractual restrictions, coordinates for these stations FX2721.will NOT be published in the near future. In the interim, the FX2721.published coordinates in North Carolina will not be FX2721.consistent with the Continuously Operating Reference Stations FX2721.(CORS). The HARN coordinates for these stations are available FX2721.upon request. Contact Gary Thompson(919-733-3836). FX2721. FX2721.In addition, the published North Carolina positions FX2721.(NAD 83 (1986)) are NOT consistent with those determined in FX2721.adjacent state readjustments. The discontinuity between stations FX2721.located in North Carolina and those in adjacent states FX2721.which have been adjusted to the HARN may be as much as 5 FX2721.decimeters. This will result in a significant loss of accuracy FX2721.over lines crossing such state borders. FX2721 FX2721 FX2721.The horizontal coordinates were established by classical geodetic methods FX2721.and adjusted by the National Geodetic Survey in January 1991. FX2721 FX2721.The orthometric height was determined by differential leveling FX2721.and adjusted by the National Geodetic Survey in June 1991. FX2721 FX2721.The Laplace correction was computed from DEFLEC99 derived deflections. FX2721 FX2721.The geoid height was determined by GEOID03. FX2721 FX2721.The dynamic height is computed by dividing the NAVD 88 FX2721.geopotential number by the normal gravity value computed on the FX2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2721.degrees latitude (g = 980.6199 gals.). FX2721 FX2721.The modeled gravity was interpolated from observed gravity values. FX2721 FX2721; North East Units Scale Factor Converg. FX2721;SPC NC - 300,294.553 813,230.264 MT 1.00008626 +1 18 38.7 FX2721;SPC NC - 985,216.38 2,668,072.96 sFT 1.00008626 +1 18 38.7 FX2721;UTM 18 - 4,033,681.836 345,024.494 MT 0.99989591 -1 01 37.5 FX2721 FX2721! - Elev Factor x Scale Factor = Combined Factor FX2721!SPC NC - 1.00000410 x 1.00008626 = 1.00009036 FX2721!UTM 18 - 1.00000410 x 0.99989591 = 0.99990001 FX2721 FX2721 SUPERSEDED SURVEY CONTROL FX2721 FX2721 NGVD 29 (01/18/91) 10.33 (m) 33.9 (f) LEVELING 3 FX2721 FX2721.Superseded values are not recommended for survey control. FX2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2721.See file dsdata.txt to determine how the superseded data were derived. FX2721 FX2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4502433682(NAD 83) FX2721_MARKER: DE = TRAVERSE STATION DISK FX2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2721_SP_SET: CONCRETE POST FX2721_STAMPING: PICNIC 1980 FX2721_MARK LOGO: NCGS FX2721_PROJECTION: RECESSED 13 CENTIMETERS FX2721_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2721+STABILITY: SURFACE MOTION FX2721 FX2721 HISTORY - Date Condition Report By FX2721 HISTORY - 1980 MONUMENTED NCGS FX2721 HISTORY - 1981 GOOD NCGS FX2721 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2721 FX2721 STATION DESCRIPTION FX2721 FX2721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2721'STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH-NORTHEAST OF FX2721'GATESVILLE AND 4.8 MILES EAST-SOUTHEAST OF RODUCO. FX2721' FX2721'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2721'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 1.65 MILES FX2721'TO STATION IN RIGHT SHOULDER, AT THE JUNCTION OF US 158 BUSINESS AND FX2721'BYPASS WEST OF WESTERNMOST CROSSOVER AND IN FRONT OF CENTRAL JR HIGH FX2721'SCHOOL. FX2721' FX2721'STATION MARK IS A STANDARD DISK STAMPED---PICNIC 1980---SET IN TOP OF FX2721'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. MARK IS FX2721'33.0 FEET SOUTH OF CENTERLINE OF BYPASS, 54.3 FEET NORTH-NORTHWEST OF FX2721'CENTERLINE OF BUSINESS, 41.1 FEET NORTHEAST OF TELEPHONE POLE (45) FX2721'WITH REFERERNCE TAG, 25.3 FEET SOUTHWEST OF NORTH END OF SMALL ASPHALT FX2721'ISLAND, 39.0 FEET WEST-NORTHWEST OF SOUTH END OF SMALL ISLAND AND FX2721'91.4 FEET NORTH OF POWER POLE (NN38) WITH TRANSFORMER AND REFERENCE FX2721'TAG. FX2721 FX2721 STATION RECOVERY (1981) FX2721 FX2721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2721'2.5 MI NE FROM GATESVILLE. FX2721'1.65 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2721'ELEANORS CROSSROADS, AT THE Y - JUNCTION OF U.S. 158 BUSINESS AND FX2721'U.S. 158 BYPASS, IN HIGHWAY SHOULDER WEST OF WESTERNMOST CROSSOVER, FX2721'AND IN FRONT OF CENTRAL JUNIOR HIGH SCHOOL. 33.0 FEET SOUTH OF FX2721'CENTERLINE OF HIGHWAY BYPASS, 54.3 FEET NORTH-NORTHWEST OF CENTERLINE FX2721'OF BUSINESS HIGHWAY, 41.1 FEET NORTHEAST OF TELEPHONE POLE 45 WITH FX2721'REFERENCE TAG, 25.3 FEET SOUTHWEST OF NORTH END OF SMALL ASPHALT FX2721'TRAFFIC ISLAND, 39.0 FEET WEST-NORTHWEST OF SOUTH END OF SMALL FX2721'TRAFFIC ISLAND AND 91.4 FEET NORTH OF POWER POLE NN38 WITH FX2721'TRANSFORMER AND WITH REFERENCE TAG. FX2721'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2721 FX2721 STATION RECOVERY (1997) FX2721 FX2721'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2721'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2691 *********************************************************************** FX2691 DESIGNATION - PIKE FX2691 PID - FX2691 FX2691 STATE/COUNTY- NC/GATES FX2691 USGS QUAD - LYNCHS CORNER (1982) FX2691 FX2691 *CURRENT SURVEY CONTROL FX2691 ___________________________________________________________________ FX2691* NAD 83(1986)- 36 26 08.58077(N) 076 29 48.09892(W) ADJUSTED FX2691* NAVD 88 - 5.732 (meters) 18.81 (feet) ADJUSTED FX2691 ___________________________________________________________________ FX2691 LAPLACE CORR- -3.45 (seconds) DEFLEC99 FX2691 GEOID HEIGHT- -36.55 (meters) GEOID03 FX2691 DYNAMIC HT - 5.727 (meters) 18.79 (feet) COMP FX2691 MODELED GRAV- 979,853.1 (mgal) NAVD 88 FX2691 FX2691 HORZ ORDER - SECOND FX2691 VERT ORDER - SECOND CLASS II FX2691 FX2691.The North Carolina HARNS have been completed but, FX2691.due to contractual restrictions, coordinates for these stations FX2691.will NOT be published in the near future. In the interim, the FX2691.published coordinates in North Carolina will not be FX2691.consistent with the Continuously Operating Reference Stations FX2691.(CORS). The HARN coordinates for these stations are available FX2691.upon request. Contact Gary Thompson(919-733-3836). FX2691. FX2691.In addition, the published North Carolina positions FX2691.(NAD 83 (1986)) are NOT consistent with those determined in FX2691.adjacent state readjustments. The discontinuity between stations FX2691.located in North Carolina and those in adjacent states FX2691.which have been adjusted to the HARN may be as much as 5 FX2691.decimeters. This will result in a significant loss of accuracy FX2691.over lines crossing such state borders. FX2691 FX2691 FX2691.The horizontal coordinates were established by classical geodetic methods FX2691.and adjusted by the National Geodetic Survey in January 1991. FX2691 FX2691.The orthometric height was determined by differential leveling FX2691.and adjusted by the National Geodetic Survey in June 1991. FX2691 FX2691.The Laplace correction was computed from DEFLEC99 derived deflections. FX2691 FX2691.The geoid height was determined by GEOID03. FX2691 FX2691.The dynamic height is computed by dividing the NAVD 88 FX2691.geopotential number by the normal gravity value computed on the FX2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2691.degrees latitude (g = 980.6199 gals.). FX2691 FX2691.The modeled gravity was interpolated from observed gravity values. FX2691 FX2691; North East Units Scale Factor Converg. FX2691;SPC NC - 300,780.213 834,055.951 MT 1.00008621 +1 26 41.4 FX2691;SPC NC - 986,809.75 2,736,398.57 sFT 1.00008621 +1 26 41.4 FX2691;UTM 18 - 4,033,318.377 365,847.915 MT 0.99982173 -0 53 20.6 FX2691 FX2691! - Elev Factor x Scale Factor = Combined Factor FX2691!SPC NC - 1.00000484 x 1.00008621 = 1.00009105 FX2691!UTM 18 - 1.00000484 x 0.99982173 = 0.99982657 FX2691 FX2691 SUPERSEDED SURVEY CONTROL FX2691 FX2691 NGVD 29 (01/18/91) 6.05 (m) 19.8 (f) LEVELING 3 FX2691 FX2691.Superseded values are not recommended for survey control. FX2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2691.See file dsdata.txt to determine how the superseded data were derived. FX2691 FX2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6584833318(NAD 83) FX2691_MARKER: DE = TRAVERSE STATION DISK FX2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2691_SP_SET: CONCRETE POST FX2691_STAMPING: PIKE 1980 FX2691_MARK LOGO: NCGS FX2691_PROJECTION: RECESSED 15 CENTIMETERS FX2691_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2691+STABILITY: SURFACE MOTION FX2691 FX2691 HISTORY - Date Condition Report By FX2691 HISTORY - 1980 MONUMENTED NCGS FX2691 HISTORY - 1980 GOOD NCGS FX2691 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2691 FX2691 STATION DESCRIPTION FX2691 FX2691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2691'STATION IS LOCATED APPROXIMATELY 6.5 MILES EAST OF SUNBURY AND 8.3 FX2691'MILES WEST OF MORGANS CORNER. FX2691' FX2691'TO REACH STATION FROM INTERSECTION WITH US 158 WITH NC 32 IN SUNBURY, FX2691'PROCEED EAST ALONG US 158 FOR 6.50 MILES TO STATION IN LEFT SHOULDER FX2691'AT ENTRANCE TO A NATIONAL WILDLIFE REFUGE AREA, AT A POINT WHERE CANAL FX2691'MAKES A RIGHT ANGLE TURN AND 0.95 MILE WEST OF PASQUOTANK-GATES COUNTY FX2691'LINE. FX2691' FX2691'STATION MARK IS A STANDARD DISK STAMPED---PIKE 1980---SET IN TOP OF A FX2691'10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2691'15.5 FEET NORTH OF CENTERLINE OF HIGHWAY, 53.1 FEET EAST OF CENTERLINE FX2691'OF REFUGE ROAD, 29.0 FEET WEST OF REFLECTOR POST WITH REFERENCE TAG FX2691'AND 3.2 FEET SOUTH OF WITNESS POST. FX2691 FX2691 STATION RECOVERY (1980) FX2691 FX2691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2691'6.3 MI EAST FROM SUNBURY. FX2691'6.5 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. 17 FX2691'AT MORGANS CORNER, IN HIGHWAY SHOULDER IN NORTHEAST QUADRANT OF INTER- FX2691'SECTION WITH ENTRANCE TO NATIONAL WILDLIFE REFUGE AREA AT A POINT FX2691'WHERE CANAL MAKES A RIGHT ANGLE TURN, AND 0.95 MILE WEST OF GATES/ FX2691'PASQUOTANK COUNTY LINE. 15.5 FEET NORTH OF CENTERLINE OF HIGHWAY, FX2691'53.1 FEET EAST OF CENTERLINE OF ROAD AND 29.0 FEET WEST OF REFLECTOR FX2691'POST WITH REFERENCE TAG. FX2691'THE MARK IS 3.2 FT S FROM A WITNESS POST. FX2691'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2691 FX2691 STATION RECOVERY (1997) FX2691 FX2691'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2691'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3926 *********************************************************************** FX3926 DESIGNATION - POINT FX3926 PID - FX3926 FX3926 STATE/COUNTY- NC/GATES FX3926 USGS QUAD - HARRELLSVILLE (1982) FX3926 FX3926 *CURRENT SURVEY CONTROL FX3926 ___________________________________________________________________ FX3926* NAD 83(1986)- 36 21 45.02952(N) 076 47 39.48998(W) ADJUSTED FX3926* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3926 ___________________________________________________________________ FX3926 LAPLACE CORR- -4.68 (seconds) DEFLEC99 FX3926 GEOID HEIGHT- -35.95 (meters) GEOID03 FX3926 FX3926 HORZ ORDER - THIRD FX3926 FX3926.The North Carolina HARNS have been completed but, FX3926.due to contractual restrictions, coordinates for these stations FX3926.will NOT be published in the near future. In the interim, the FX3926.published coordinates in North Carolina will not be FX3926.consistent with the Continuously Operating Reference Stations FX3926.(CORS). The HARN coordinates for these stations are available FX3926.upon request. Contact Gary Thompson(919-733-3836). FX3926. FX3926.In addition, the published North Carolina positions FX3926.(NAD 83 (1986)) are NOT consistent with those determined in FX3926.adjacent state readjustments. The discontinuity between stations FX3926.located in North Carolina and those in adjacent states FX3926.which have been adjusted to the HARN may be as much as 5 FX3926.decimeters. This will result in a significant loss of accuracy FX3926.over lines crossing such state borders. FX3926 FX3926 FX3926.The horizontal coordinates were established by classical geodetic methods FX3926.and adjusted by the National Geodetic Survey in July 1986. FX3926 FX3926.The orthometric height was scaled from a topographic map. FX3926 FX3926.The Laplace correction was computed from DEFLEC99 derived deflections. FX3926 FX3926.The geoid height was determined by GEOID03. FX3926 FX3926; North East Units Scale Factor Converg. FX3926;SPC NC - 292,025.003 807,556.559 MT 1.00006055 +1 16 23.0 FX3926;SPC NC - 958,085.36 2,649,458.48 sFT 1.00006055 +1 16 23.0 FX3926;UTM 18 - 4,025,651.903 339,019.226 MT 0.99991930 -1 03 50.6 FX3926 FX3926! - Elev Factor x Scale Factor = Combined Factor FX3926!SPC NC - 1.00000538 x 1.00006055 = 1.00006593 FX3926!UTM 18 - 1.00000538 x 0.99991930 = 0.99992468 FX3926 FX3926: Primary Azimuth Mark Grid Az FX3926:SPC NC - SAREM 083 08 17.1 FX3926:UTM 18 - SAREM 085 28 30.7 FX3926 FX3926|---------------------------------------------------------------------| FX3926| PID Reference Object Distance Geod. Az | FX3926| dddmmss.s | FX3926| FX5019 POINT RM 2 3.210 METERS 02901 | FX3926| FX3930 SAREM APPROX. 1.5 KM 0842440.1 | FX3926| FX3914 EURE APPROX. 0.6 KM 1804348.5 | FX3926| FX5018 POINT RM 1 12.400 METERS 30118 | FX3926|---------------------------------------------------------------------| FX3926 FX3926 SUPERSEDED SURVEY CONTROL FX3926 FX3926 NAD 27 - 36 21 44.46000(N) 076 47 40.64000(W) AD( ) 3 FX3926 FX3926.Superseded values are not recommended for survey control. FX3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3926.See file dsdata.txt to determine how the superseded data were derived. FX3926 FX3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3901925652(NAD 83) FX3926_MARKER: S = SPIKE FX3926_SETTING: 0 = UNSPECIFIED SETTING FX3926 FX3926 HISTORY - Date Condition Report By FX3926 HISTORY - 1932 MONUMENTED CGS FX3926 HISTORY - 1963 POOR CGS FX3926 FX3926 STATION DESCRIPTION FX3926 FX3926'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3926'ON NORTH SHORE OF CHOWAN RIVER, ABOUT MIDDLE OF SOUTH SHORE OF FX3926'NAMELESS ISLAND AND ABOUT 10 METERS (33 FEET) FROM THE GENERAL FX3926'SHORE LINE, ON SMALL POINT MAKING OUT FROM ISLAND COVERED WITH FX3926'SMALL CYPRESS TREES. STATION IS MARKED BY RAILROAD SPIKE DRIVEN FX3926'INTO ROOT ON OFFSHORE SIDE OF STUMP OF LARGE DECAYED CYPRESS ABOUT FX3926'8 INCHES ABOVE WATER, SPIKE PROJECTS ABOUT 2.5 INCHES. REFERENCE FX3926'MARK NO.1 IS A RAILROAD SPIKE IN TRIANGULAR BLAZE ON 8 INCH FX3926'CYPRESS, ABOUT 3 METERS (10 FEET) FROM SHORE LINE, AND 12.40 FX3926'METERS (40.7 FEET) FROM STATION IN BEARING N 58 DEG 42 MIN W. FX3926'REFERENCE NO.2 IS RAILROAD SPIKE IN 8 INCH CYPRESS LOCATED ON SAME FX3926'POINT AS AND JUST INSHORE FROM STATION AND 3.21 METERS (10.5 FEET) FX3926'FROM STATION IN BEARING N 29 DEG 1 MIN E. FX3926 FX3926 STATION RECOVERY (1963) FX3926 FX3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3926'STATION RECOVERED IN POOR CONDITION. IT IS IN A ROOT, 2 FEET FX3926'SOUTH OF A ROTTEN STUMP AND PROJECTS 2 INCHES ABOVE THE ROOT. IT FX3926'IS AT HIGHWATER MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3827 *********************************************************************** FX3827 DESIGNATION - POLE FX3827 PID - FX3827 FX3827 STATE/COUNTY- NC/GATES FX3827 USGS QUAD - MERCHANTS MILLPOND (1981) FX3827 FX3827 *CURRENT SURVEY CONTROL FX3827 ___________________________________________________________________ FX3827* NAD 83(1986)- 36 25 34.64226(N) 076 41 55.66986(W) ADJUSTED FX3827* NAVD 88 - 6.7 (meters) 22. (feet) VERTCON FX3827 ___________________________________________________________________ FX3827 LAPLACE CORR- -3.97 (seconds) DEFLEC99 FX3827 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3827 FX3827 HORZ ORDER - SECOND FX3827 FX3827.The North Carolina HARNS have been completed but, FX3827.due to contractual restrictions, coordinates for these stations FX3827.will NOT be published in the near future. In the interim, the FX3827.published coordinates in North Carolina will not be FX3827.consistent with the Continuously Operating Reference Stations FX3827.(CORS). The HARN coordinates for these stations are available FX3827.upon request. Contact Gary Thompson(919-733-3836). FX3827. FX3827.In addition, the published North Carolina positions FX3827.(NAD 83 (1986)) are NOT consistent with those determined in FX3827.adjacent state readjustments. The discontinuity between stations FX3827.located in North Carolina and those in adjacent states FX3827.which have been adjusted to the HARN may be as much as 5 FX3827.decimeters. This will result in a significant loss of accuracy FX3827.over lines crossing such state borders. FX3827 FX3827 FX3827.The horizontal coordinates were established by classical geodetic methods FX3827.and adjusted by the National Geodetic Survey in July 1986. FX3827 FX3827.The NAVD 88 height was computed by applying the VERTCON shift value to FX3827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3827 FX3827.The Laplace correction was computed from DEFLEC99 derived deflections. FX3827 FX3827.The geoid height was determined by GEOID03. FX3827 FX3827; North East Units Scale Factor Converg. FX3827;SPC NC - 299,295.757 815,962.359 MT 1.00008281 +1 19 41.5 FX3827;SPC NC - 981,939.50 2,677,036.51 sFT 1.00008281 +1 19 41.5 FX3827;UTM 18 - 4,032,572.656 347,713.058 MT 0.99988574 -1 00 32.1 FX3827 FX3827! - Elev Factor x Scale Factor = Combined Factor FX3827!SPC NC - 1.00000462 x 1.00008281 = 1.00008743 FX3827!UTM 18 - 1.00000462 x 0.99988574 = 0.99989036 FX3827 FX3827: Primary Azimuth Mark Grid Az FX3827:SPC NC - MILL 006 58 59.5 FX3827:UTM 18 - MILL 009 19 13.1 FX3827 FX3827|---------------------------------------------------------------------| FX3827| PID Reference Object Distance Geod. Az | FX3827| dddmmss.s | FX3827| FX3820 MILL 467.342 METERS 0081841.0 | FX3827|---------------------------------------------------------------------| FX3827 FX3827 SUPERSEDED SURVEY CONTROL FX3827 FX3827 NAD 27 - 36 25 34.08297(N) 076 41 56.83605(W) AD( ) 2 FX3827 NGVD 29 (07/19/86) 7.1 (m) 23. (f) VERT ANG FX3827 FX3827.Superseded values are not recommended for survey control. FX3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3827.See file dsdata.txt to determine how the superseded data were derived. FX3827 FX3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4771332573(NAD 83) FX3827_MARKER: DE = TRAVERSE STATION DISK FX3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3827_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3827_STAMPING: POLE 1973 FX3827_MARK LOGO: NCGS FX3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3827+STABILITY: SURFACE MOTION FX3827 FX3827 HISTORY - Date Condition Report By FX3827 HISTORY - 1973 MONUMENTED NCGS FX3827 FX3827 STATION DESCRIPTION FX3827 FX3827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3827'POLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3827'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3827' FX3827'POLE IS LOCATED APPROXIMATELY 3.3 MILES ENE OF GATESVILLE, AND 5.1 FX3827'MILES WEST OF SUNBURY. TO REACH STATION FROM SR 1400 BRIDGE OVER FX3827'BENNETTS CREEK (AT THE MERCHANTS MILL POND DAM) 3.5 MILES NE OF FX3827'GATESVILLE, PROCEED SOUTH ALONG SR 1400 FOR 0.45 MILES TO STATION FX3827'ON A 4 FOOT BANK ON RIGHT BY A PP AND 2.9 MILES NORTH OF FX3827'INTERSECTION OF NC 37 AND SR 1400. FX3827' FX3827'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED POLE FX3827'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3827'FLUSH WITH THE SURFACE OF THE GROUND. FX3827' FX3827'MARK IS FX3827'28.0 FEET E OF C/L OF SR 1400. FX3827'53.0 FEET N OF C/L OF FIELD ROAD. FX3827'5.7 FEET W OF PP W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3951 *********************************************************************** FX3951 DESIGNATION - POLE FX3951 PID - FX3951 FX3951 STATE/COUNTY- NC/GATES FX3951 USGS QUAD - WINTON (1982) FX3951 FX3951 *CURRENT SURVEY CONTROL FX3951 ___________________________________________________________________ FX3951* NAD 83(1986)- 36 23 04.76831(N) 076 52 53.37487(W) ADJUSTED FX3951* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3951 ___________________________________________________________________ FX3951 LAPLACE CORR- -5.09 (seconds) DEFLEC99 FX3951 GEOID HEIGHT- -35.70 (meters) GEOID03 FX3951 FX3951 HORZ ORDER - THIRD FX3951 FX3951.The North Carolina HARNS have been completed but, FX3951.due to contractual restrictions, coordinates for these stations FX3951.will NOT be published in the near future. In the interim, the FX3951.published coordinates in North Carolina will not be FX3951.consistent with the Continuously Operating Reference Stations FX3951.(CORS). The HARN coordinates for these stations are available FX3951.upon request. Contact Gary Thompson(919-733-3836). FX3951. FX3951.In addition, the published North Carolina positions FX3951.(NAD 83 (1986)) are NOT consistent with those determined in FX3951.adjacent state readjustments. The discontinuity between stations FX3951.located in North Carolina and those in adjacent states FX3951.which have been adjusted to the HARN may be as much as 5 FX3951.decimeters. This will result in a significant loss of accuracy FX3951.over lines crossing such state borders. FX3951 FX3951 FX3951.The horizontal coordinates were established by classical geodetic methods FX3951.and adjusted by the National Geodetic Survey in July 1986. FX3951 FX3951.The orthometric height was scaled from a topographic map. FX3951 FX3951.The Laplace correction was computed from DEFLEC99 derived deflections. FX3951 FX3951.The geoid height was determined by GEOID03. FX3951 FX3951; North East Units Scale Factor Converg. FX3951;SPC NC - 294,312.028 799,680.231 MT 1.00006814 +1 13 21.9 FX3951;SPC NC - 965,588.71 2,623,617.56 sFT 1.00006814 +1 13 21.9 FX3951;UTM 18 - 4,028,258.013 331,243.763 MT 0.99995089 -1 06 58.9 FX3951 FX3951! - Elev Factor x Scale Factor = Combined Factor FX3951!SPC NC - 1.00000550 x 1.00006814 = 1.00007364 FX3951!UTM 18 - 1.00000550 x 0.99995089 = 0.99995639 FX3951 FX3951 SUPERSEDED SURVEY CONTROL FX3951 FX3951 NAD 27 - 36 23 04.21800(N) 076 52 54.51300(W) AD( ) 3 FX3951 FX3951.Superseded values are not recommended for survey control. FX3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3951.See file dsdata.txt to determine how the superseded data were derived. FX3951 FX3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3124428258(NAD 83) FX3951_MARKER: DS = TRIANGULATION STATION DISK FX3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX3951_STAMPING: POLE 1932 FX3951_MARK LOGO: CGS FX3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3951+STABILITY: SURFACE MOTION FX3951 FX3951 HISTORY - Date Condition Report By FX3951 HISTORY - 1932 MONUMENTED CGS FX3951 HISTORY - 1963 MARK NOT FOUND CGS FX3951 FX3951 STATION DESCRIPTION FX3951 FX3951'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3951'ON NORTH SIDE OF CHOWAN RIVER, ABOUT 0.5 MILE EAST OF ATLANTIC FX3951'COAST LINE RAILROAD BRIDGE AT TUNIS, UNDER LONE PINE IN CYPRESS FX3951'SWAMP, AND 22 METERS (72 FEET) FROM SHORE LINE. STATION IS A FX3951'STANDARD DISK IN CONCRETE, NOTE 1A, PROJECTING ABOUT 4 INCHES. FX3951'REFERENCE MARK NO.1 IS A STANDARD DISK IN CONCRETE, NOTE 11A, FX3951'PROJECTING ABOUT 6 INCHES, AND IS DIRECTLY TOWARD SHORE LINE FROM FX3951'STATION, 7.3 METERS (24 FROM SHORE LINE, AND 15.08 METERS (49.5 FX3951'FEET) FROM STATION IN BEARING S 68 DEG 34 MIN E. REFERENCE MARK FX3951'NO.2 IS RAILROAD SPIKE AT CENTER OF TRIANGULAR BLAZE ON A PINE, TO FX3951'WHICH SIGNAL IS NAILED AND 1.76 METERS (5.8) FROM STATION IN FX3951'BEARING S 87 DEG 20 MIN E. REFERENCE MARK NO.3 IS RAILROAD SPIKE FX3951'AT CENTER OF LARGE TRIANG BLAZE ON FACE OF 36 INCH TRIPLE CYPRESS FX3951'AND 5.90 METERS (19.4 FT FROM STATION IN BEARING S 40 DEG 9 MIN E. FX3951 FX3951 STATION RECOVERY (1963) FX3951 FX3951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3951'STATION SEARCHED FOR BUT WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5317 *********************************************************************** FX5317 DESIGNATION - PRUDEN FX5317 PID - FX5317 FX5317 STATE/COUNTY- NC/GATES FX5317 USGS QUAD - GATES (1967) FX5317 FX5317 *CURRENT SURVEY CONTROL FX5317 ___________________________________________________________________ FX5317* NAD 83(1986)- 36 31 51.21733(N) 076 46 31.77790(W) ADJUSTED FX5317* NAVD 88 - 22.5 (meters) 74. (feet) VERTCON FX5317 ___________________________________________________________________ FX5317 LAPLACE CORR- -3.49 (seconds) DEFLEC99 FX5317 GEOID HEIGHT- -35.93 (meters) GEOID03 FX5317 FX5317 HORZ ORDER - SECOND FX5317 FX5317.The North Carolina HARNS have been completed but, FX5317.due to contractual restrictions, coordinates for these stations FX5317.will NOT be published in the near future. In the interim, the FX5317.published coordinates in North Carolina will not be FX5317.consistent with the Continuously Operating Reference Stations FX5317.(CORS). The HARN coordinates for these stations are available FX5317.upon request. Contact Gary Thompson(919-733-3836). FX5317. FX5317.In addition, the published North Carolina positions FX5317.(NAD 83 (1986)) are NOT consistent with those determined in FX5317.adjacent state readjustments. The discontinuity between stations FX5317.located in North Carolina and those in adjacent states FX5317.which have been adjusted to the HARN may be as much as 5 FX5317.decimeters. This will result in a significant loss of accuracy FX5317.over lines crossing such state borders. FX5317 FX5317 FX5317.The horizontal coordinates were established by classical geodetic methods FX5317.and adjusted by the National Geodetic Survey in January 1991. FX5317 FX5317.The NAVD 88 height was computed by applying the VERTCON shift value to FX5317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5317 FX5317.The Laplace correction was computed from DEFLEC99 derived deflections. FX5317 FX5317.The geoid height was determined by GEOID03. FX5317 FX5317; North East Units Scale Factor Converg. FX5317;SPC NC - 310,744.955 808,825.612 MT 1.00012205 +1 17 02.1 FX5317;SPC NC - 1,019,502.41 2,653,622.03 sFT 1.00012205 +1 17 02.1 FX5317;UTM 18 - 4,044,301.194 341,050.887 MT 0.99991128 -1 03 25.5 FX5317 FX5317! - Elev Factor x Scale Factor = Combined Factor FX5317!SPC NC - 1.00000210 x 1.00012205 = 1.00012415 FX5317!UTM 18 - 1.00000210 x 0.99991128 = 0.99991338 FX5317 FX5317 SUPERSEDED SURVEY CONTROL FX5317 FX5317 NGVD 29 (01/18/91) 22.9 (m) 75. (f) VERT ANG FX5317 FX5317.Superseded values are not recommended for survey control. FX5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5317.See file dsdata.txt to determine how the superseded data were derived. FX5317 FX5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4105144301(NAD 83) FX5317_MARKER: DE = TRAVERSE STATION DISK FX5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5317_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5317+STABILITY: SURFACE MOTION FX5317 FX5317 HISTORY - Date Condition Report By FX5317 HISTORY - 1980 MONUMENTED NCGS FX5317 HISTORY - 19970104 GOOD USPSQD FX5317 FX5317 STATION DESCRIPTION FX5317 FX5317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5317'STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF GATES AND 5.2 FX5317'MILES NORTHEAST OF RODUCO. FX5317' FX5317'TO REACH STATION FROM THE INTERSECTION OF US 13 AND US 158 IN TARHEEL, FX5317'PROCEED NORTHEASTERLY ALONG US 13 FOR 7.2 MILES TO STATION IN FX5317'SOUTHEAST SHOULDER, ON PROLONGATION OF SOUTHWEST SIDE OF JAMES I. FX5317'PRUDENS BRICK HOUSE AND 0.5 MILE NORTHEAST OF SR 1215 INTERSECTION. FX5317' FX5317'STATION MARK IS A STANDARD DISK STAMPED---PRUDEN 1980---SET IN TOP OF FX5317'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX5317'18.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 61.1 FEET EAST-SOUTHEAST FX5317'OF NORTHEAST END OF CULVERT, 130.5 FEET SOUTH-SOUTHEAST OF BOTTOM STEP FX5317'IN FRONT OF PRUDEN RESIDENCE, 99.5 FEET SOUTH-SOUTHWEST OF TELEPHONE FX5317'PEDESTAL ON NORTHWEST SIDE OF HIGHWAY, 34.8 FEET NORTHWEST OF FX5317'6 INCH MAPLE WITH REFERENCE TAG, 50.2 FEET NORTH OF 6 INCH MAPLE WITH FX5317'REFERENCE TAG AND 56.6 FEET WEST OF 12 INCH PINE WITH REFERENCE TAG. FX5317 FX5317 STATION RECOVERY (1997) FX5317 FX5317'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5317'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX1023 *********************************************************************** FX1023 DESIGNATION - PTS 3 P FX1023 PID - FX1023 FX1023 STATE/COUNTY- NC/GATES FX1023 USGS QUAD - CORAPEAKE (1977) FX1023 FX1023 *CURRENT SURVEY CONTROL FX1023 ___________________________________________________________________ FX1023* NAD 83(1986)- 36 33 02.51933(N) 076 34 31.68367(W) ADJUSTED FX1023* NAVD 88 - 13.562 (meters) 44.49 (feet) POSTED FX1023 ___________________________________________________________________ FX1023 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FX1023 GEOID HEIGHT- -36.35 (meters) GEOID03 FX1023 DYNAMIC HT - 13.550 (meters) 44.46 (feet) COMP FX1023 MODELED GRAV- 979,854.7 (mgal) NAVD 88 FX1023 FX1023 HORZ ORDER - SECOND FX1023 VERT ORDER - * POSTED, Code F , SEE BELOW FX1023 FX1023.The North Carolina HARNS have been completed but, FX1023.due to contractual restrictions, coordinates for these stations FX1023.will NOT be published in the near future. In the interim, the FX1023.published coordinates in North Carolina will not be FX1023.consistent with the Continuously Operating Reference Stations FX1023.(CORS). The HARN coordinates for these stations are available FX1023.upon request. Contact Gary Thompson(919-733-3836). FX1023. FX1023.In addition, the published North Carolina positions FX1023.(NAD 83 (1986)) are NOT consistent with those determined in FX1023.adjacent state readjustments. The discontinuity between stations FX1023.located in North Carolina and those in adjacent states FX1023.which have been adjusted to the HARN may be as much as 5 FX1023.decimeters. This will result in a significant loss of accuracy FX1023.over lines crossing such state borders. FX1023 FX1023 FX1023.The horizontal coordinates were established by classical geodetic methods FX1023.and adjusted by the National Geodetic Survey in July 1986. FX1023 FX1023.The orthometric height was determined by differential leveling FX1023.and adjusted by the National Geodetic Survey in 1992. FX1023.* This is a POSTED BENCH MARK height. Code F indicates a distribution FX1023.rate greater than 8.0 mm/km. FX1023 FX1023.The Laplace correction was computed from DEFLEC99 derived deflections. FX1023 FX1023.The geoid height was determined by GEOID03. FX1023 FX1023.The dynamic height is computed by dividing the NAVD 88 FX1023.geopotential number by the normal gravity value computed on the FX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX1023.degrees latitude (g = 980.6199 gals.). FX1023 FX1023.The modeled gravity was interpolated from observed gravity values. FX1023 FX1023; North East Units Scale Factor Converg. FX1023;SPC NC - 313,361.918 826,682.646 MT 1.00012986 +1 23 57.7 FX1023;SPC NC - 1,028,088.23 2,712,207.98 sFT 1.00012986 +1 23 57.7 FX1023;SPC VA S - 1,025,878.754 3,672,304.520 MT 1.00004621 +1 10 05.0 FX1023;UTM 18 - 4,046,186.603 358,995.400 MT 0.99984496 -0 56 18.2 FX1023 FX1023! - Elev Factor x Scale Factor = Combined Factor FX1023!SPC NC - 1.00000358 x 1.00012986 = 1.00013344 FX1023!SPC VA S - 1.00000358 x 1.00004621 = 1.00004979 FX1023!UTM 18 - 1.00000358 x 0.99984496 = 0.99984854 FX1023 FX1023 SUPERSEDED SURVEY CONTROL FX1023 FX1023 NAD 27 - 36 33 01.97300(N) 076 34 32.85900(W) AD( ) 2 FX1023 NGVD 29 (??/??/92) 13.945 (m) 45.75 (f) ADJ UNCH 2 0 FX1023 FX1023.Superseded values are not recommended for survey control. FX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1023.See file dsdata.txt to determine how the superseded data were derived. FX1023 FX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5899546187(NAD 83) FX1023_MARKER: Z = SEE DESCRIPTION FX1023_SETTING: 0 = UNSPECIFIED SETTING FX1023_SP_SET: MONUMENT FX1023_STAMPING: PRIM TRAV NO 3 1918 FX1023_MAGNETIC: O = OTHER; SEE DESCRIPTION FX1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX1023 FX1023 HISTORY - Date Condition Report By FX1023 HISTORY - 1933 MONUMENTED CGS FX1023 HISTORY - 1963 GOOD NGS FX1023 HISTORY - 19891114 GOOD NCGS FX1023 HISTORY - 19961121 GOOD USPSQD FX1023 FX1023 STATION DESCRIPTION FX1023 FX1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX1023'ABOUT 14 MILES SOUTH OF SUFFOLK, AT VIRGINIA-NORTH CAROLINA STATE FX1023'LINE, AND IN EAST SIDE NEAR TOP OF VIRGINIA-NORTH CAROLINA BOUNDARY FX1023'MONUMENT NO. 14 STATION SAUNDERS FX1023'IS 18.541 METERS (60.83 FEET) FROM STATION IN FX1023'AZIMUTH 302 DEG 34 MIN. FX1023' FX1023'TO REACH STATION SAUNDERS FROM CORNER OF WEST WASHINGTON AND SOUTH FX1023'SARATOGAH STREETS IN SUFFOLK, GO SOUTH 0.3 MILE ON SOUTH SARATOGA FX1023'STREET, TURN LEFT AT Y-FORK ONTO VIRGINIA ROUTE 52 JUST AFTER FX1023'CROSSING RAILROAD CONTINUE 3.4 MILES TO JUNCTION WITH ROUTE 53, KEEP FX1023'LEFT ON ROUTE 32 AND CONTINUE 9.4 MILES TO STATE LINE WHICH IS WELL FX1023'MARKED WITH SIGNS AND BOUNDARY MONUMENT. STATION IS 74 FEET EAST OF FX1023'CENTER LINE OF HIGHWAY, 37 FEET SOUTH OF STATE LINE, AND 61.25 FEET FX1023'SOUTHEAST OF TOP CENTER OF GRANITE BOUNDARY MONUMENT NO. 14. FX1023 FX1023 STATION RECOVERY (1963) FX1023 FX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 FX1023'1 MI N FROM CORAPEAKE. FX1023'1 MILE NORTH OF CORAPEAKE ALONG STATE HIGHWAY 32, 20 FEET EAST FX1023'OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTH CAROLINA-VIRGINIA FX1023'STATE LINE. A STANDARD GEOLOGICAL MARK SET VERTICAL IN THE FX1023'EAST SIDE OF A BOUNDRY MONUMENT ABOUT 1 1/2 FEET ABOVE GROUND. FX1023 FX1023 STATION RECOVERY (1989) FX1023 FX1023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) FX1023'RECOVERED AS DESCRIBED. FX1023 FX1023 STATION RECOVERY (1996) FX1023 FX1023'RECOVERY NOTE BY US POWER SQUADRON 1996 FX1023'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2743 *********************************************************************** FX2743 DESIGNATION - PUBLIC FX2743 PID - FX2743 FX2743 STATE/COUNTY- NC/GATES FX2743 USGS QUAD - WINTON (1982) FX2743 FX2743 *CURRENT SURVEY CONTROL FX2743 ___________________________________________________________________ FX2743* NAD 83(1986)- 36 26 00.00153(N) 076 53 32.91084(W) ADJUSTED FX2743* NAVD 88 - 6.161 (meters) 20.21 (feet) ADJUSTED FX2743 ___________________________________________________________________ FX2743 LAPLACE CORR- -5.25 (seconds) DEFLEC99 FX2743 GEOID HEIGHT- -35.67 (meters) GEOID03 FX2743 DYNAMIC HT - 6.156 (meters) 20.20 (feet) COMP FX2743 MODELED GRAV- 979,845.3 (mgal) NAVD 88 FX2743 FX2743 HORZ ORDER - SECOND FX2743 VERT ORDER - SECOND CLASS II FX2743 FX2743.The North Carolina HARNS have been completed but, FX2743.due to contractual restrictions, coordinates for these stations FX2743.will NOT be published in the near future. In the interim, the FX2743.published coordinates in North Carolina will not be FX2743.consistent with the Continuously Operating Reference Stations FX2743.(CORS). The HARN coordinates for these stations are available FX2743.upon request. Contact Gary Thompson(919-733-3836). FX2743. FX2743.In addition, the published North Carolina positions FX2743.(NAD 83 (1986)) are NOT consistent with those determined in FX2743.adjacent state readjustments. The discontinuity between stations FX2743.located in North Carolina and those in adjacent states FX2743.which have been adjusted to the HARN may be as much as 5 FX2743.decimeters. This will result in a significant loss of accuracy FX2743.over lines crossing such state borders. FX2743 FX2743 FX2743.The horizontal coordinates were established by classical geodetic methods FX2743.and adjusted by the National Geodetic Survey in January 1991. FX2743 FX2743.The orthometric height was determined by differential leveling FX2743.and adjusted by the National Geodetic Survey in June 1991. FX2743 FX2743.The Laplace correction was computed from DEFLEC99 derived deflections. FX2743 FX2743.The geoid height was determined by GEOID03. FX2743 FX2743.The dynamic height is computed by dividing the NAVD 88 FX2743.geopotential number by the normal gravity value computed on the FX2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2743.degrees latitude (g = 980.6199 gals.). FX2743 FX2743.The modeled gravity was interpolated from observed gravity values. FX2743 FX2743; North East Units Scale Factor Converg. FX2743;SPC NC - 299,691.650 798,580.349 MT 1.00008535 +1 12 59.0 FX2743;SPC NC - 983,238.36 2,620,009.03 sFT 1.00008535 +1 12 59.0 FX2743;UTM 18 - 4,033,677.382 330,364.539 MT 0.99995455 -1 07 27.1 FX2743 FX2743! - Elev Factor x Scale Factor = Combined Factor FX2743!SPC NC - 1.00000463 x 1.00008535 = 1.00008998 FX2743!UTM 18 - 1.00000463 x 0.99995455 = 0.99995918 FX2743 FX2743 SUPERSEDED SURVEY CONTROL FX2743 FX2743 NGVD 29 (01/18/91) 6.52 (m) 21.4 (f) LEVELING 3 FX2743 FX2743.Superseded values are not recommended for survey control. FX2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2743.See file dsdata.txt to determine how the superseded data were derived. FX2743 FX2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3036533677(NAD 83) FX2743_MARKER: DE = TRAVERSE STATION DISK FX2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2743_SP_SET: CONCRETE POST FX2743_STAMPING: PUBLIC 1980 FX2743_MARK LOGO: NCGS FX2743_PROJECTION: FLUSH FX2743_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2743+STABILITY: SURFACE MOTION FX2743 FX2743 HISTORY - Date Condition Report By FX2743 HISTORY - 1980 MONUMENTED NCGS FX2743 HISTORY - 1981 GOOD NCGS FX2743 HISTORY - 1987 GOOD USPSQD FX2743 HISTORY - 19970104 GOOD USPSQD FX2743 FX2743 STATION DESCRIPTION FX2743 FX2743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2743'STATION IS LOCATED APPROXIMATELY 3.8 MILES NORTHEAST OF WINTON AND FX2743'8.0 MILES NORTHWEST OF GATESVILLE. FX2743' FX2743'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH US 158 AT FX2743'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 2.6 MILES TO STATION ON FX2743'LEFT, AT A PICNIC AND LITTER DEPOSIT AREA, AND 0.15 MILE SOUTHWEST OF FX2743'NC 137. FX2743' FX2743'STATION MARK IS A STANDARD DISK STAMPED---PUBLIC 1980---, SET IN THE FX2743'TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND FX2743'SURFACE. MARK IS 29.1 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, FX2743'7.1 FEET SOUTHWEST OF POST OF TRASH CONTAINER, 12.5 FEET NORTHWEST OF FX2743'18 INCH OAK WITH REFERENCE TAG AND 29.4 FEET SOUTHWEST OF WEST CORNER FX2743'OF FOUNDATION OF TABLE. FX2743 FX2743 STATION RECOVERY (1981) FX2743 FX2743'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2743'3.8 MI NE FROM WINTON. FX2743'2.6 MILES SOUTHWEST ALONG U.S. 13-U.S. 158 FROM THEIR DIVERGENCE AT FX2743'TARHEEL, AT A HIGHWAY PICNIC TABLE AND LITTER DEPOSIT AREA, AND 0.15 FX2743'MILE SOUTHWEST OF INTERSECTION WITH N.C. 137. 29.1 FEET SOUTHEAST OF FX2743'CENTERLINE OF HIGHWAY, 7.1 FEET SOUTHWEST OF PITCH-IN CONTAINER POST, FX2743'12.5 FEET NORTHWEST OF 18 INCH OAK WITH REFERENCE TAG AND 29.4 FEET FX2743'SOUTHWEST OF WEST CORNER OF FOUNDATION FOR TABLE. FX2743'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2743 FX2743 STATION RECOVERY (1987) FX2743 FX2743'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG) FX2743'RECOVERED IN GOOD CONDITION. FX2743 FX2743 STATION RECOVERY (1997) FX2743 FX2743'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2743'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2692 *********************************************************************** FX2692 DESIGNATION - PULLOFF FX2692 PID - FX2692 FX2692 STATE/COUNTY- NC/GATES FX2692 USGS QUAD - SUNBURY (1981) FX2692 FX2692 *CURRENT SURVEY CONTROL FX2692 ___________________________________________________________________ FX2692* NAD 83(1986)- 36 26 19.89561(N) 076 31 08.92825(W) ADJUSTED FX2692* NAVD 88 - 6.189 (meters) 20.31 (feet) ADJUSTED FX2692 ___________________________________________________________________ FX2692 LAPLACE CORR- -3.48 (seconds) DEFLEC99 FX2692 GEOID HEIGHT- -36.51 (meters) GEOID03 FX2692 DYNAMIC HT - 6.184 (meters) 20.29 (feet) COMP FX2692 MODELED GRAV- 979,852.1 (mgal) NAVD 88 FX2692 FX2692 HORZ ORDER - SECOND FX2692 VERT ORDER - SECOND CLASS II FX2692 FX2692.The North Carolina HARNS have been completed but, FX2692.due to contractual restrictions, coordinates for these stations FX2692.will NOT be published in the near future. In the interim, the FX2692.published coordinates in North Carolina will not be FX2692.consistent with the Continuously Operating Reference Stations FX2692.(CORS). The HARN coordinates for these stations are available FX2692.upon request. Contact Gary Thompson(919-733-3836). FX2692. FX2692.In addition, the published North Carolina positions FX2692.(NAD 83 (1986)) are NOT consistent with those determined in FX2692.adjacent state readjustments. The discontinuity between stations FX2692.located in North Carolina and those in adjacent states FX2692.which have been adjusted to the HARN may be as much as 5 FX2692.decimeters. This will result in a significant loss of accuracy FX2692.over lines crossing such state borders. FX2692 FX2692 FX2692.The horizontal coordinates were established by classical geodetic methods FX2692.and adjusted by the National Geodetic Survey in January 1991. FX2692 FX2692.The orthometric height was determined by differential leveling FX2692.and adjusted by the National Geodetic Survey in June 1991. FX2692 FX2692.The Laplace correction was computed from DEFLEC99 derived deflections. FX2692 FX2692.The geoid height was determined by GEOID03. FX2692 FX2692.The dynamic height is computed by dividing the NAVD 88 FX2692.geopotential number by the normal gravity value computed on the FX2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2692.degrees latitude (g = 980.6199 gals.). FX2692 FX2692.The modeled gravity was interpolated from observed gravity values. FX2692 FX2692; North East Units Scale Factor Converg. FX2692;SPC NC - 301,078.366 832,034.482 MT 1.00008735 +1 25 54.7 FX2692;SPC NC - 987,787.94 2,729,766.46 sFT 1.00008735 +1 25 54.7 FX2692;UTM 18 - 4,033,698.511 363,840.791 MT 0.99982842 -0 54 08.8 FX2692 FX2692! - Elev Factor x Scale Factor = Combined Factor FX2692!SPC NC - 1.00000476 x 1.00008735 = 1.00009211 FX2692!UTM 18 - 1.00000476 x 0.99982842 = 0.99983318 FX2692 FX2692 SUPERSEDED SURVEY CONTROL FX2692 FX2692 NGVD 29 (01/18/91) 6.51 (m) 21.4 (f) LEVELING 3 FX2692 FX2692.Superseded values are not recommended for survey control. FX2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2692.See file dsdata.txt to determine how the superseded data were derived. FX2692 FX2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6384133699(NAD 83) FX2692_MARKER: DE = TRAVERSE STATION DISK FX2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2692_SP_SET: CONCRETE POST FX2692_STAMPING: PULLOFF 1980 FX2692_MARK LOGO: NCGS FX2692_PROJECTION: RECESSED 13 CENTIMETERS FX2692_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2692+STABILITY: SURFACE MOTION FX2692 FX2692 HISTORY - Date Condition Report By FX2692 HISTORY - 1980 MONUMENTED NCGS FX2692 HISTORY - 1980 GOOD NCGS FX2692 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2692 FX2692 STATION DESCRIPTION FX2692 FX2692'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2692'STATION IS LOCATED APPROXIMATELY 5.1 MILES EAST OF SUNBURY AND 9.6 FX2692'MILES WEST OF MORGANS CORNER. FX2692' FX2692'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2692'PROCEED EAST ALONG US 158 FOR 5.25 MILES TO STATION IN RIGHT SHOULDER FX2692'AT EAST END OF PAVED CONNECTION TO HIGHWAY FOR PULLOFF AREA AND 1.55 FX2692'MILES EAST OF SR 1002 CROSSROAD. FX2692' FX2692'STATION MARK IS A STANDARD DISK STAMPED---PULLOFF 1980---SET IN TOP FX2692'OF A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. MARK FX2692'IS 13.8 FEET SOUTH OF CENTERLINE OF HIGHWAY, 3.8 FEET SOUTHEAST OF FX2692'EAST END OF PAVED CONNECTION, 49.1 FEET EAST OF REFLECTOR POST WITH FX2692'REFERENCE TAG AND 56.4 FEET SOUTHEAST OF REFLECTOR POST WITH FX2692'REFERENCE TAG. FX2692 FX2692 STATION RECOVERY (1980) FX2692 FX2692'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2692'5.1 MI EAST FROM SUNBURY. FX2692'5.25 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN FX2692'SUNBURY, HIGHWAY SHOULDER AT EAST END OF PAVED WIDENING STRIP FOR FX2692'PULLOFF AREA, AND 1.55 MILES EAST OF SR 1002 CROSSROAD. 13.8 FEET FX2692'SOUTH OF CENTERLINE OF HIGHWAY, 3.8 FEET SOUTHEAST OF EAST END OF FX2692'WIDENING STRIP, 49.1 FEET EAST OF REFLECTOR POST WITH REFERENCE TAG FX2692'AND 56.4 FEET SOUTHEAST OF REFLECTOR POST WITH REFERENCE TAG. FX2692'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2692 FX2692 STATION RECOVERY (1997) FX2692 FX2692'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2692'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3906 *********************************************************************** FX3906 DESIGNATION - PURINA FX3906 PID - FX3906 FX3906 STATE/COUNTY- NC/GATES FX3906 USGS QUAD - GATESVILLE (1990) FX3906 FX3906 *CURRENT SURVEY CONTROL FX3906 ___________________________________________________________________ FX3906* NAD 83(1986)- 36 24 02.56097(N) 076 45 04.57349(W) ADJUSTED FX3906* NAVD 88 - 1.7 (meters) 6. (feet) VERTCON FX3906 ___________________________________________________________________ FX3906 LAPLACE CORR- -4.15 (seconds) DEFLEC99 FX3906 GEOID HEIGHT- -36.04 (meters) GEOID03 FX3906 FX3906 HORZ ORDER - SECOND FX3906 FX3906.The North Carolina HARNS have been completed but, FX3906.due to contractual restrictions, coordinates for these stations FX3906.will NOT be published in the near future. In the interim, the FX3906.published coordinates in North Carolina will not be FX3906.consistent with the Continuously Operating Reference Stations FX3906.(CORS). The HARN coordinates for these stations are available FX3906.upon request. Contact Gary Thompson(919-733-3836). FX3906. FX3906.In addition, the published North Carolina positions FX3906.(NAD 83 (1986)) are NOT consistent with those determined in FX3906.adjacent state readjustments. The discontinuity between stations FX3906.located in North Carolina and those in adjacent states FX3906.which have been adjusted to the HARN may be as much as 5 FX3906.decimeters. This will result in a significant loss of accuracy FX3906.over lines crossing such state borders. FX3906 FX3906 FX3906.The horizontal coordinates were established by classical geodetic methods FX3906.and adjusted by the National Geodetic Survey in July 1986. FX3906 FX3906.The NAVD 88 height was computed by applying the VERTCON shift value to FX3906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3906 FX3906.The Laplace correction was computed from DEFLEC99 derived deflections. FX3906 FX3906.The geoid height was determined by GEOID03. FX3906 FX3906; North East Units Scale Factor Converg. FX3906;SPC NC - 296,350.105 811,321.914 MT 1.00007373 +1 17 52.4 FX3906;SPC NC - 972,275.30 2,661,811.98 sFT 1.00007373 +1 17 52.4 FX3906;UTM 18 - 4,029,819.203 342,957.219 MT 0.99990386 -1 02 22.1 FX3906 FX3906! - Elev Factor x Scale Factor = Combined Factor FX3906!SPC NC - 1.00000538 x 1.00007373 = 1.00007911 FX3906!UTM 18 - 1.00000538 x 0.99990386 = 0.99990924 FX3906 FX3906 SUPERSEDED SURVEY CONTROL FX3906 FX3906 NAD 27 - 36 24 02.00284(N) 076 45 05.73461(W) AD( ) 2 FX3906 NGVD 29 (07/19/86) 2.1 (m) 7. (f) VERT ANG FX3906 FX3906.Superseded values are not recommended for survey control. FX3906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3906.See file dsdata.txt to determine how the superseded data were derived. FX3906 FX3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4295729819(NAD 83) FX3906_MARKER: DE = TRAVERSE STATION DISK FX3906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3906_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3906_STAMPING: PURINA 1973 FX3906_MARK LOGO: NCGS FX3906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3906+STABILITY: SURFACE MOTION FX3906 FX3906 HISTORY - Date Condition Report By FX3906 HISTORY - 1973 MONUMENTED NCGS FX3906 HISTORY - 1980 GOOD NCGS FX3906 FX3906 STATION DESCRIPTION FX3906 FX3906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3906'PURINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3906'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3906' FX3906'PURINA IS LOCATED APPROXIMATELY IN GATESVILLE. TO REACH STATION FROM FX3906'THE INTERSECTION OF NC 37 AND NC 137 IN GATESVILLE, PROCEED SOUTH FX3906'ALONG NC 37 FOR 0.2 MILES TO STATION ON RIGHT SHOULDER, FX3906'APPROXIMATELY 60 FEET SW OF TRUCK FREIGHT SCALES OF GATES CO. FCX, FX3906'AND 0.15 MILES NW OF NC 37 BRIDGE OVER BENNETTS CREEK. FX3906' FX3906'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PURINA FX3906'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 FX3906'INCHES BELOW THE SURFACE OF THE GROUND. FX3906' FX3906'MARK IS FX3906'12.2 FEET W OF C/L OF NC 37. FX3906'98.1 FEET NNW OF C/L OF METAL CURB DRAIN. FX3906'53.9 FEET SW OF PP W/LAMP W/ALUMINUM REF. TAG. FX3906'42.1 FEET SSE OF TP W/ALUMINUM REF. TAG. FX3906'31.3 FEET NE OF 8 INCH TWIN TREE W/ALUMINUM REF. TAG. FX3906 FX3906 STATION RECOVERY (1980) FX3906 FX3906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX3906'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3952 *********************************************************************** FX3952 DESIGNATION - RAIL FX3952 PID - FX3952 FX3952 STATE/COUNTY- NC/GATES FX3952 USGS QUAD - WINTON (1982) FX3952 FX3952 *CURRENT SURVEY CONTROL FX3952 ___________________________________________________________________ FX3952* NAD 83(1986)- 36 23 15.30235(N) 076 53 11.48779(W) ADJUSTED FX3952* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3952 ___________________________________________________________________ FX3952 LAPLACE CORR- -5.16 (seconds) DEFLEC99 FX3952 GEOID HEIGHT- -35.69 (meters) GEOID03 FX3952 FX3952 HORZ ORDER - THIRD FX3952 FX3952.The North Carolina HARNS have been completed but, FX3952.due to contractual restrictions, coordinates for these stations FX3952.will NOT be published in the near future. In the interim, the FX3952.published coordinates in North Carolina will not be FX3952.consistent with the Continuously Operating Reference Stations FX3952.(CORS). The HARN coordinates for these stations are available FX3952.upon request. Contact Gary Thompson(919-733-3836). FX3952. FX3952.In addition, the published North Carolina positions FX3952.(NAD 83 (1986)) are NOT consistent with those determined in FX3952.adjacent state readjustments. The discontinuity between stations FX3952.located in North Carolina and those in adjacent states FX3952.which have been adjusted to the HARN may be as much as 5 FX3952.decimeters. This will result in a significant loss of accuracy FX3952.over lines crossing such state borders. FX3952 FX3952 FX3952.The horizontal coordinates were established by classical geodetic methods FX3952.and adjusted by the National Geodetic Survey in July 1986. FX3952 FX3952.The orthometric height was scaled from a topographic map. FX3952 FX3952.The Laplace correction was computed from DEFLEC99 derived deflections. FX3952 FX3952.The geoid height was determined by GEOID03. FX3952 FX3952; North East Units Scale Factor Converg. FX3952;SPC NC - 294,627.055 799,221.957 MT 1.00006915 +1 13 11.4 FX3952;SPC NC - 966,622.26 2,622,114.04 sFT 1.00006915 +1 13 11.4 FX3952;UTM 18 - 4,028,591.443 330,798.781 MT 0.99995274 -1 07 10.0 FX3952 FX3952! - Elev Factor x Scale Factor = Combined Factor FX3952!SPC NC - 1.00000550 x 1.00006915 = 1.00007465 FX3952!UTM 18 - 1.00000550 x 0.99995274 = 0.99995824 FX3952 FX3952: Primary Azimuth Mark Grid Az FX3952:SPC NC - TUNIS 195 22 58.3 FX3952:UTM 18 - TUNIS 197 43 19.7 FX3952 FX3952|---------------------------------------------------------------------| FX3952| PID Reference Object Distance Geod. Az | FX3952| dddmmss.s | FX3952| FX3959 TUNIS APPROX. 0.9 KM 1963609.7 | FX3952| FX5027 RAIL RM 1 12.300 METERS 20330 | FX3952| FX3954 ROAD APPROX. 0.5 KM 3160032.1 | FX3952| FX5028 RAIL RM 2 28.190 METERS 32307 | FX3952|---------------------------------------------------------------------| FX3952 FX3952 SUPERSEDED SURVEY CONTROL FX3952 FX3952 NAD 27 - 36 23 14.74500(N) 076 53 12.63800(W) AD( ) 3 FX3952 FX3952.Superseded values are not recommended for survey control. FX3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3952.See file dsdata.txt to determine how the superseded data were derived. FX3952 FX3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3079928591(NAD 83) FX3952_MARKER: DS = TRIANGULATION STATION DISK FX3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3952 FX3952 HISTORY - Date Condition Report By FX3952 HISTORY - 1932 MONUMENTED CGS FX3952 HISTORY - 1963 MARK NOT FOUND CGS FX3952 FX3952 STATION DESCRIPTION FX3952 FX3952'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3952'STATION RAIL IS LOCATED ON THE NORTH SIDE OF CHOWAN RIVER 2.10 FX3952'METERS NORTH OF NORTH END OF A.C.L. RAILROAD BRIDGE AT TUNIS, FX3952'N.C., AND 2.7 METERS WEST OF CENTER LINE OF RAILROAD. IT IS ON FX3952'THE FILL LEADING UP TO RAILROAD AND IS MARKED BY A PRE-CAST CEMENT FX3952'BLOCK 8X8 11X11X18 WITH BRASS DISC STAMPED RAIL 1932 FX3952' FX3952'R.M. NO.1 IS A STANDARD BRASS DISC STAMPED RAIL 1932 1 DRIVEN INTO FX3952'THE TIMBER OF THE BRIDGE AT THE WEST EDGE OF THE BRIDGE. FX3952' FX3952'R.M. NO.2 IS A R.R. SPIKE DRIVEN IN A TRIANGULAR BLAZE IN A FX3952'CYPRESS TREE WEST OF THE STATION AND ABOUT 20 FEET FROM 20 FEET FX3952'THE SHORE LINE IN WATER. FX3952' FX3952'TO DETERMINE AZIMUTH OF THE RAILROAD TANGENT PAST THIS STATION, A FX3952'SETUP WAS MADE OVER THE RAIL ON AN EXTENSION OF THE LINE FROM FX3952'WINTON, AND THE ANGLE TURNED OFF ON THE LINE OF THE RAIL BOTH EAST FX3952'AND WEST AND THE MEAN TAKEN. THIS TANGENT EXTENDS FOR A DISTANCE FX3952'OF ABOUT 3 MILES, IT BEING PERFECTLY STRAIGHT. FX3952' FX3952'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METERS. FX3952 FX3952 STATION RECOVERY (1963) FX3952 FX3952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3952'STATION SEARCHED FOR BUT NOT RECOVERED. RM NO.1 WAS NOT FX3952'RECOVERED. RM NO.2 (RR SPIKE IN TRIANGLE BLAZE IN CYPRISS) WAS FX3952'FOUND IN GOOD CONDITION. THERE ARE NEW TIMBERS IN THE RR BRIDGE FX3952'AND IT IS BELIEVED THE STATION AND RM NO.1 WERE LOST WHEN THE RR FX3952'BED WAS RAISED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3822 *********************************************************************** FX3822 DESIGNATION - RASCOE FX3822 PID - FX3822 FX3822 STATE/COUNTY- NC/GATES FX3822 USGS QUAD - MERCHANTS MILLPOND (1981) FX3822 FX3822 *CURRENT SURVEY CONTROL FX3822 ___________________________________________________________________ FX3822* NAD 83(1986)- 36 26 03.59274(N) 076 42 08.60178(W) ADJUSTED FX3822* NAVD 88 - 9.2 (meters) 30. (feet) VERTCON FX3822 ___________________________________________________________________ FX3822 LAPLACE CORR- -3.97 (seconds) DEFLEC99 FX3822 GEOID HEIGHT- -36.13 (meters) GEOID03 FX3822 FX3822 HORZ ORDER - SECOND FX3822 FX3822.The North Carolina HARNS have been completed but, FX3822.due to contractual restrictions, coordinates for these stations FX3822.will NOT be published in the near future. In the interim, the FX3822.published coordinates in North Carolina will not be FX3822.consistent with the Continuously Operating Reference Stations FX3822.(CORS). The HARN coordinates for these stations are available FX3822.upon request. Contact Gary Thompson(919-733-3836). FX3822. FX3822.In addition, the published North Carolina positions FX3822.(NAD 83 (1986)) are NOT consistent with those determined in FX3822.adjacent state readjustments. The discontinuity between stations FX3822.located in North Carolina and those in adjacent states FX3822.which have been adjusted to the HARN may be as much as 5 FX3822.decimeters. This will result in a significant loss of accuracy FX3822.over lines crossing such state borders. FX3822 FX3822 FX3822.The horizontal coordinates were established by classical geodetic methods FX3822.and adjusted by the National Geodetic Survey in July 1986. FX3822 FX3822.The NAVD 88 height was computed by applying the VERTCON shift value to FX3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3822 FX3822.The Laplace correction was computed from DEFLEC99 derived deflections. FX3822 FX3822.The geoid height was determined by GEOID03. FX3822 FX3822; North East Units Scale Factor Converg. FX3822;SPC NC - 300,180.506 815,619.631 MT 1.00008571 +1 19 34.0 FX3822;SPC NC - 984,842.21 2,675,912.07 sFT 1.00008571 +1 19 34.0 FX3822;UTM 18 - 4,033,470.468 347,406.757 MT 0.99988689 -1 00 40.5 FX3822 FX3822! - Elev Factor x Scale Factor = Combined Factor FX3822!SPC NC - 1.00000422 x 1.00008571 = 1.00008993 FX3822!UTM 18 - 1.00000422 x 0.99988689 = 0.99989111 FX3822 FX3822: Primary Azimuth Mark Grid Az FX3822:SPC NC - EASONS 013 03 23.0 FX3822:UTM 18 - EASONS 015 23 37.5 FX3822 FX3822|---------------------------------------------------------------------| FX3822| PID Reference Object Distance Geod. Az | FX3822| dddmmss.s | FX3822| FX3828 EASONS APPROX. 1.4 KM 0142257.0 | FX3822| FX3824 MERCHANTS 195.416 METERS 14059 | FX3822|---------------------------------------------------------------------| FX3822 FX3822 SUPERSEDED SURVEY CONTROL FX3822 FX3822 NAD 27 - 36 26 03.03486(N) 076 42 09.76740(W) AD( ) 2 FX3822 NGVD 29 (07/19/86) 9.6 (m) 31. (f) VERT ANG FX3822 FX3822.Superseded values are not recommended for survey control. FX3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3822.See file dsdata.txt to determine how the superseded data were derived. FX3822 FX3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4740733470(NAD 83) FX3822_MARKER: DE = TRAVERSE STATION DISK FX3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3822_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3822_STAMPING: RASCOE 1973 FX3822_MARK LOGO: NCGS FX3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3822+STABILITY: SURFACE MOTION FX3822 FX3822 HISTORY - Date Condition Report By FX3822 HISTORY - 1973 MONUMENTED NCGS FX3822 HISTORY - 1980 GOOD NCGS FX3822 FX3822 STATION DESCRIPTION FX3822 FX3822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3822'RASCOE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FX3822'VICINITY OF GATESVILLE, NORTH CAROLINA. FX3822' FX3822'RASCOE IS LOCATED APPROXIMATELY 3.5 MILES NE OF GATESVILLE, AND 6.0 FX3822'MILES SE OF GATES. TO REACH STATION FROM SR 1400 BRIDGE OVER FX3822'BENNETTS CREEK (AT THE MERCHANTS MILL POND DAM) 3.5 MILES NE OF FX3822'GATESVILLE, PROCEED NW ALONG SR 1400 (PAVED AND THENCE DIRT) FOR FX3822'0.3 MILES TO FIRST HOME ON RIGHT AND STATION ON A CUT BY A POWER FX3822'POLE AND ABOUT 125 FEET SSE OF HOME, APPROXIMATELY 75 FEET NE OF SR FX3822'1400 AND 150 FEET WEST OF SR 1403. FX3822' FX3822'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED RASCOE FX3822'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3822'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND. FX3822' FX3822'MARK IS FX3822'78.3 FEET S OF 25 INCH PINE W/ALUMINUM REF. TAG. FX3822'14.4 FEET SE OF 4 INCH PINE W/ALUMINUM REF. TAG. FX3822'23.3 FEET SSW OF PP W/ALUMINUM REF. TRANSFORMER. FX3822'6.9 FEET SE OF SOUTH GUY WIRE. FX3822 FX3822 STATION RECOVERY (1980) FX3822 FX3822'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX3822'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3901 *********************************************************************** FX3901 DESIGNATION - RAY FX3901 PID - FX3901 FX3901 STATE/COUNTY- NC/GATES FX3901 USGS QUAD - GATESVILLE (1990) FX3901 FX3901 *CURRENT SURVEY CONTROL FX3901 ___________________________________________________________________ FX3901* NAD 83(1986)- 36 22 36.54506(N) 076 50 23.09426(W) ADJUSTED FX3901* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3901 ___________________________________________________________________ FX3901 LAPLACE CORR- -4.71 (seconds) DEFLEC99 FX3901 GEOID HEIGHT- -35.83 (meters) GEOID03 FX3901 FX3901 HORZ ORDER - THIRD FX3901 FX3901.The North Carolina HARNS have been completed but, FX3901.due to contractual restrictions, coordinates for these stations FX3901.will NOT be published in the near future. In the interim, the FX3901.published coordinates in North Carolina will not be FX3901.consistent with the Continuously Operating Reference Stations FX3901.(CORS). The HARN coordinates for these stations are available FX3901.upon request. Contact Gary Thompson(919-733-3836). FX3901. FX3901.In addition, the published North Carolina positions FX3901.(NAD 83 (1986)) are NOT consistent with those determined in FX3901.adjacent state readjustments. The discontinuity between stations FX3901.located in North Carolina and those in adjacent states FX3901.which have been adjusted to the HARN may be as much as 5 FX3901.decimeters. This will result in a significant loss of accuracy FX3901.over lines crossing such state borders. FX3901 FX3901 FX3901.The horizontal coordinates were established by classical geodetic methods FX3901.and adjusted by the National Geodetic Survey in July 1986. FX3901 FX3901.The orthometric height was scaled from a topographic map. FX3901 FX3901.The Laplace correction was computed from DEFLEC99 derived deflections. FX3901 FX3901.The geoid height was determined by GEOID03. FX3901 FX3901; North East Units Scale Factor Converg. FX3901;SPC NC - 293,522.944 803,444.033 MT 1.00006544 +1 14 48.6 FX3901;SPC NC - 962,999.86 2,635,965.96 sFT 1.00006544 +1 14 48.6 FX3901;UTM 18 - 4,027,316.117 334,971.770 MT 0.99993556 -1 05 29.0 FX3901 FX3901! - Elev Factor x Scale Factor = Combined Factor FX3901!SPC NC - 1.00000568 x 1.00006544 = 1.00007112 FX3901!UTM 18 - 1.00000568 x 0.99993556 = 0.99994124 FX3901 FX3901: Primary Azimuth Mark Grid Az FX3901:SPC NC - WATER 110 13 14.4 FX3901:UTM 18 - WATER 112 33 32.0 FX3901 FX3901|---------------------------------------------------------------------| FX3901| PID Reference Object Distance Geod. Az | FX3901| dddmmss.s | FX3901| FX5029 RAY RM 8.000 METERS 02730 | FX3901| FX3932 WATER APPROX. 0.9 KM 1112803.0 | FX3901|---------------------------------------------------------------------| FX3901 FX3901 SUPERSEDED SURVEY CONTROL FX3901 FX3901 NAD 27 - 36 22 35.96000(N) 076 50 24.20000(W) AD( ) 3 FX3901 FX3901.Superseded values are not recommended for survey control. FX3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3901.See file dsdata.txt to determine how the superseded data were derived. FX3901 FX3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3497227316(NAD 83) FX3901_MARKER: DS = TRIANGULATION STATION DISK FX3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3901 FX3901 HISTORY - Date Condition Report By FX3901 HISTORY - 1932 MONUMENTED CGS FX3901 HISTORY - 1963 MARK NOT FOUND CGS FX3901 FX3901 STATION DESCRIPTION FX3901 FX3901'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3901'ON THE NORTH SIDE OF CHOWAN RIVER AT RAYS BEACH (FISHERMANS FX3901'BEACH). STATION IS ABOUT 7 METERS (23 FEET) INSIDE EDGE OF FX3901'CANEBRAKE, 4 METERS (13 FEET) NORTHWEST OF 3 FORKED CYPRESS TREE, FX3901'AND 2 METERS (7 FEET) OUTSIDE HIGH WATER LINE. PATH RUNS ALONG FX3901'BEACH SOUTHWARD FROM FISHHOUSE, 5 METERS (16 FEET) INSIDE THE FX3901'STATION. SURFACE MARK IS STANDARD DISK IN CONCRETE BLOCK FLUSH FX3901'WITH SANDY GROUND. REFERENCE MARK, A SIMILAR CONCRETE BLOCK, WAS FX3901'SET FLUSH WITH GROUND INSHORE FROM STATION, 3 METERS (10 FEET) FX3901'ACROSS PATH MENTIONED ABOVE AND 8.00 METERS (26.2 FEET) FROM FX3901'STATION IN BEARING N 27 DEG 30 MIN E. FOLLOWING DISTANCES AND FX3901'BEARINGS ARE FROM STATION--SOUTHWEST CORNER OF FISHHOUSE, N 75 FX3901'DEG 12 MIN W. THREE FORKED CYPRESS TREE, 4.00 METERS (13.1 FEET), FX3901'N 83 DEG 58 MIN E. FX3901 FX3901 STATION RECOVERY (1963) FX3901 FX3901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3901'STATION SEARCHED FOR BUT WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5322 *********************************************************************** FX5322 DESIGNATION - REN FX5322 PID - FX5322 FX5322 STATE/COUNTY- NC/GATES FX5322 USGS QUAD - GATES (1967) FX5322 FX5322 *CURRENT SURVEY CONTROL FX5322 ___________________________________________________________________ FX5322* NAD 83(1986)- 36 31 09.66727(N) 076 47 40.00440(W) ADJUSTED FX5322* NAVD 88 - 22.4 (meters) 73. (feet) VERTCON FX5322 ___________________________________________________________________ FX5322 LAPLACE CORR- -3.44 (seconds) DEFLEC99 FX5322 GEOID HEIGHT- -35.90 (meters) GEOID03 FX5322 FX5322 HORZ ORDER - SECOND FX5322 FX5322.The North Carolina HARNS have been completed but, FX5322.due to contractual restrictions, coordinates for these stations FX5322.will NOT be published in the near future. In the interim, the FX5322.published coordinates in North Carolina will not be FX5322.consistent with the Continuously Operating Reference Stations FX5322.(CORS). The HARN coordinates for these stations are available FX5322.upon request. Contact Gary Thompson(919-733-3836). FX5322. FX5322.In addition, the published North Carolina positions FX5322.(NAD 83 (1986)) are NOT consistent with those determined in FX5322.adjacent state readjustments. The discontinuity between stations FX5322.located in North Carolina and those in adjacent states FX5322.which have been adjusted to the HARN may be as much as 5 FX5322.decimeters. This will result in a significant loss of accuracy FX5322.over lines crossing such state borders. FX5322 FX5322 FX5322.The horizontal coordinates were established by classical geodetic methods FX5322.and adjusted by the National Geodetic Survey in January 1991. FX5322 FX5322.The NAVD 88 height was computed by applying the VERTCON shift value to FX5322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5322 FX5322.The Laplace correction was computed from DEFLEC99 derived deflections. FX5322 FX5322.The geoid height was determined by GEOID03. FX5322 FX5322; North East Units Scale Factor Converg. FX5322;SPC NC - 309,426.479 807,157.046 MT 1.00011755 +1 16 22.7 FX5322;SPC NC - 1,015,176.71 2,648,147.74 sFT 1.00011755 +1 16 22.7 FX5322;UTM 18 - 4,043,052.232 339,330.210 MT 0.99991805 -1 04 05.1 FX5322 FX5322! - Elev Factor x Scale Factor = Combined Factor FX5322!SPC NC - 1.00000212 x 1.00011755 = 1.00011967 FX5322!UTM 18 - 1.00000212 x 0.99991805 = 0.99992017 FX5322 FX5322 SUPERSEDED SURVEY CONTROL FX5322 FX5322 NGVD 29 (01/18/91) 22.8 (m) 75. (f) VERT ANG FX5322 FX5322.Superseded values are not recommended for survey control. FX5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5322.See file dsdata.txt to determine how the superseded data were derived. FX5322 FX5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3933043052(NAD 83) FX5322_MARKER: DE = TRAVERSE STATION DISK FX5322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5322_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5322_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5322+STABILITY: SURFACE MOTION FX5322 FX5322 HISTORY - Date Condition Report By FX5322 HISTORY - 1980 MONUMENTED NCGS FX5322 HISTORY - 19970104 GOOD USPSQD FX5322 FX5322 STATION DESCRIPTION FX5322 FX5322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5322'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF GATES AND FX5322'4.1 MILES NORTH OF RODUCO. FX5322' FX5322'TO REACH THE STATION FROM THE INTERSECTION OF US 163 AND US 158 IN FX5322'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 5.8 MILES TO STATION FX5322'ON RIGHT, AT WOODS LINE AND 0.4 MILE SOUTHWEST OF SR 1212 AND SR 1216 FX5322'OFFSET CROSSROADS. FX5322' FX5322'STATION MARK IS A STANDARD DISK STAMPED---REN 1980---SET IN TOP OF A FX5322'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 51.7 FX5322'FEET SOUTH-SOUTHEAST OF CENTERINE OF HIGHWAY, AND 9.8 FEET NORTHWEST FX5322'OF 5 INCH GUM, 23.1 FEET NORTHEAST OF 10 INCH PINE, 30.4 FEET WEST OF FX5322'15 INCH OAK AND 42.2 FEET WEST-SOUTHWEST OF 6 INCH PINE ALL WITH FX5322'REFERENCE TAGS. FX5322 FX5322 STATION RECOVERY (1997) FX5322 FX5322'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5322'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3953 *********************************************************************** FX3953 DESIGNATION - RIV FX3953 PID - FX3953 FX3953 STATE/COUNTY- NC/GATES FX3953 USGS QUAD - WINTON (1982) FX3953 FX3953 *CURRENT SURVEY CONTROL FX3953 ___________________________________________________________________ FX3953* NAD 83(1986)- 36 23 53.54337(N) 076 55 20.58744(W) ADJUSTED FX3953* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3953 ___________________________________________________________________ FX3953 LAPLACE CORR- -5.64 (seconds) DEFLEC99 FX3953 GEOID HEIGHT- -35.58 (meters) GEOID03 FX3953 FX3953 HORZ ORDER - THIRD FX3953 FX3953.The North Carolina HARNS have been completed but, FX3953.due to contractual restrictions, coordinates for these stations FX3953.will NOT be published in the near future. In the interim, the FX3953.published coordinates in North Carolina will not be FX3953.consistent with the Continuously Operating Reference Stations FX3953.(CORS). The HARN coordinates for these stations are available FX3953.upon request. Contact Gary Thompson(919-733-3836). FX3953. FX3953.In addition, the published North Carolina positions FX3953.(NAD 83 (1986)) are NOT consistent with those determined in FX3953.adjacent state readjustments. The discontinuity between stations FX3953.located in North Carolina and those in adjacent states FX3953.which have been adjusted to the HARN may be as much as 5 FX3953.decimeters. This will result in a significant loss of accuracy FX3953.over lines crossing such state borders. FX3953 FX3953 FX3953.The horizontal coordinates were established by classical geodetic methods FX3953.and adjusted by the National Geodetic Survey in July 1986. FX3953 FX3953.The orthometric height was scaled from a topographic map. FX3953 FX3953.The Laplace correction was computed from DEFLEC99 derived deflections. FX3953 FX3953.The geoid height was determined by GEOID03. FX3953 FX3953; North East Units Scale Factor Converg. FX3953;SPC NC - 295,737.702 795,980.316 MT 1.00007286 +1 11 56.9 FX3953;SPC NC - 970,266.11 2,611,478.75 sFT 1.00007286 +1 11 56.9 FX3953;UTM 18 - 4,029,833.363 327,605.540 MT 0.99996618 -1 08 27.6 FX3953 FX3953! - Elev Factor x Scale Factor = Combined Factor FX3953!SPC NC - 1.00000564 x 1.00007286 = 1.00007850 FX3953!UTM 18 - 1.00000564 x 0.99996618 = 0.99997182 FX3953 FX3953: Primary Azimuth Mark Grid Az FX3953:SPC NC - WINTON 264 39 55.7 FX3953:UTM 18 - WINTON 267 00 20.2 FX3953 FX3953|---------------------------------------------------------------------| FX3953| PID Reference Object Distance Geod. Az | FX3953| dddmmss.s | FX3953| FX5038 RIV WM 1 02406 | FX3953| FX3942 CLIFF 317.286 METERS 23016 | FX3953| FX3961 WINTON APPROX. 0.7 KM 2655152.6 | FX3953| FX5039 RIV WM 2 33.800 METERS 30319 | FX3953|---------------------------------------------------------------------| FX3953 FX3953 SUPERSEDED SURVEY CONTROL FX3953 FX3953 NAD 27 - 36 23 52.98800(N) 076 55 21.73000(W) AD( ) 3 FX3953 FX3953.Superseded values are not recommended for survey control. FX3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3953.See file dsdata.txt to determine how the superseded data were derived. FX3953 FX3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2760629833(NAD 83) FX3953_MARKER: DS = TRIANGULATION STATION DISK FX3953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FX3953_SP_SET: PREFABRICATED CONCRETE POST FX3953 FX3953 HISTORY - Date Condition Report By FX3953 HISTORY - 1932 MONUMENTED CGS FX3953 HISTORY - 1963 GOOD CGS FX3953 FX3953 STATION DESCRIPTION FX3953 FX3953'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3953'MARKED WITH A BRASS DISC SET IN A 2 FOOT LENGTH OF 4 INCH IRON FX3953'PIPE DRIVEN 1 FOOT INTO THE ROOTS OF A 5 FOOT CYPRESS TREE. THE FX3953'PIPE IS FILLED WITH CONCRETE AND THE DISC SET IN THE CENTER. THE FX3953'MARK IS LOCATED ON THE EAST SIDE OF CHOWAN RIVER IN THE WEST BASE FX3953'OF A 5 FOOT CYPRESS SNAG. 0.40 MILE SOUTH OF HIGHWAY BRIDGE FX3953'ACROSS RIVER AT WINTON, N.C. AND ABOUT 10 METERS OFF SHORE. TWO FX3953'WITNESS MARKS WERE SET WHICH ARE RAILROAD SPIKES DRIVEN IN CYPRESS FX3953'TREES. NO.1 IS ON THE WEST FACE OF A 5 FOOT CYPRESS SNAG STANDING FX3953'8 METERS OFF SHORE. NO.2 IS IN THE SOUTH FACE OF A 4 FOOT CYPRESS FX3953'TREE STANDING ABOUT 4 METERS OFF SHORE. FX3953 FX3953 STATION RECOVERY (1963) FX3953 FX3953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3953'STATION RECOVERED AS DESCRIBED. FX3953' FX3953'THE 5 FT. CYPRESS HAS ABOUT ROTTED AWAY, ONLY 1/2 OF THE OLD FX3953'TRIANGLE BLAZE IS NOW THERE. WITNESS MARK NO 2 IS OK AS FX3953'DESCRIBED. THE BARK HAS NOW GROWN OVER THE RR SPIKE BUT THE FX3953'TRIANGLE IS EASILY SEEN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3927 *********************************************************************** FX3927 DESIGNATION - RIVER FX3927 PID - FX3927 FX3927 STATE/COUNTY- NC/GATES FX3927 USGS QUAD - HARRELLSVILLE (1982) FX3927 FX3927 *CURRENT SURVEY CONTROL FX3927 ___________________________________________________________________ FX3927* NAD 83(1986)- 36 21 50.61640(N) 076 48 14.75101(W) ADJUSTED FX3927* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3927 ___________________________________________________________________ FX3927 LAPLACE CORR- -4.70 (seconds) DEFLEC99 FX3927 GEOID HEIGHT- -35.93 (meters) GEOID03 FX3927 FX3927 HORZ ORDER - THIRD FX3927 FX3927.The North Carolina HARNS have been completed but, FX3927.due to contractual restrictions, coordinates for these stations FX3927.will NOT be published in the near future. In the interim, the FX3927.published coordinates in North Carolina will not be FX3927.consistent with the Continuously Operating Reference Stations FX3927.(CORS). The HARN coordinates for these stations are available FX3927.upon request. Contact Gary Thompson(919-733-3836). FX3927. FX3927.In addition, the published North Carolina positions FX3927.(NAD 83 (1986)) are NOT consistent with those determined in FX3927.adjacent state readjustments. The discontinuity between stations FX3927.located in North Carolina and those in adjacent states FX3927.which have been adjusted to the HARN may be as much as 5 FX3927.decimeters. This will result in a significant loss of accuracy FX3927.over lines crossing such state borders. FX3927 FX3927 FX3927.The horizontal coordinates were established by classical geodetic methods FX3927.and adjusted by the National Geodetic Survey in July 1986. FX3927 FX3927.The orthometric height was scaled from a topographic map. FX3927 FX3927.The Laplace correction was computed from DEFLEC99 derived deflections. FX3927 FX3927.The geoid height was determined by GEOID03. FX3927 FX3927; North East Units Scale Factor Converg. FX3927;SPC NC - 292,177.692 806,673.843 MT 1.00006108 +1 16 02.7 FX3927;SPC NC - 958,586.31 2,646,562.43 sFT 1.00006108 +1 16 02.7 FX3927;UTM 18 - 4,025,840.436 338,143.593 MT 0.99992278 -1 04 11.7 FX3927 FX3927! - Elev Factor x Scale Factor = Combined Factor FX3927!SPC NC - 1.00000538 x 1.00006108 = 1.00006646 FX3927!UTM 18 - 1.00000538 x 0.99992278 = 0.99992816 FX3927 FX3927: Primary Azimuth Mark Grid Az FX3927:SPC NC - HIGH 1932 258 58 17.6 FX3927:UTM 18 - HIGH 1932 261 18 32.0 FX3927 FX3927|---------------------------------------------------------------------| FX3927| PID Reference Object Distance Geod. Az | FX3927| dddmmss.s | FX3927| FX5041 RIVER RM 2 16.700 METERS 08152 | FX3927| FX3910 BLUFF 451.924 METERS 1845117.9 | FX3927| FX3916 HIGH 1932 APPROX. 1.4 KM 2601420.3 | FX3927| FX5040 RIVER RM 1 13.950 METERS 33243 | FX3927|---------------------------------------------------------------------| FX3927 FX3927 SUPERSEDED SURVEY CONTROL FX3927 FX3927 NAD 27 - 36 21 50.05000(N) 076 48 15.91000(W) AD( ) 3 FX3927 FX3927.Superseded values are not recommended for survey control. FX3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3927.See file dsdata.txt to determine how the superseded data were derived. FX3927 FX3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3814425840(NAD 83) FX3927_MARKER: I = METAL ROD FX3927_SETTING: 0 = UNSPECIFIED SETTING FX3927 FX3927 HISTORY - Date Condition Report By FX3927 HISTORY - 1932 MONUMENTED CGS FX3927 HISTORY - 1963 GOOD CGS FX3927 FX3927 STATION DESCRIPTION FX3927 FX3927'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3927'ON NORTH BANK OF CHOWAN RIVER BETWEEN THE MOUTH OF BARNES CREEK FX3927'AND WEST MOUTH OF ISLAND CREEK. STATION IS MARKED WITH 2 INCH FX3927'GALVANIZED IRON PIPE SURROUNDED BY CYPRESS ROOTS AND KNEES, 3.45 FX3927'METERS (11.3 FEET) NORTHWEST OF RAILROAD SPIKE DRIVEN IN TOP OF FX3927'CYPRESS KNEE AND 1.82 METERS (6 FEET) SOUTHEAST OF 18 INCH CYPRESS FX3927'TREE MARKED WITH TRIANGULAR BLAZE AND RAILROAD SPIKE. REFERENCE FX3927'MARK NO.1 IS A STANDARD DISK IN SMALL 8 INCH ASH TREE STANDING ON FX3927'EDGE OF NORTH BANK OF RIVER AND IS 13.95 METERS (45.8 FEET) FROM FX3927'STATION IN BEARING N 27 DEG 17 MIN W. REFERENCE MARK NO.2 IS FX3927'STANDARD DISK IN SMALL 6 INCH LONE ASH TREE STANDING ABOUT 3 FEET FX3927'OFFSHORE AND IS 16.70 METERS (54.8 FEET) FROM STATION IN BEARING FX3927'N 81 DEG 52 MIN E. FX3927 FX3927 STATION RECOVERY (1963) FX3927 FX3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3927'THE STATION WAS RECOVERED AND THE 18 INCH CYPRESS WITH TRIANGLE FX3927'BLAZE AND RR SPIKE IS OK BUT NEITHER ONE OF THE REFERENCE MARKS FX3927'DISKS WERE RECOVERED. FX3927' FX3927'STATION WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3954 *********************************************************************** FX3954 DESIGNATION - ROAD FX3954 PID - FX3954 FX3954 STATE/COUNTY- NC/GATES FX3954 USGS QUAD - WINTON (1982) FX3954 FX3954 *CURRENT SURVEY CONTROL FX3954 ___________________________________________________________________ FX3954* NAD 83(1986)- 36 23 28.02729(N) 076 53 26.68228(W) ADJUSTED FX3954* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3954 ___________________________________________________________________ FX3954 LAPLACE CORR- -5.22 (seconds) DEFLEC99 FX3954 GEOID HEIGHT- -35.68 (meters) GEOID03 FX3954 FX3954 HORZ ORDER - THIRD FX3954 FX3954.The North Carolina HARNS have been completed but, FX3954.due to contractual restrictions, coordinates for these stations FX3954.will NOT be published in the near future. In the interim, the FX3954.published coordinates in North Carolina will not be FX3954.consistent with the Continuously Operating Reference Stations FX3954.(CORS). The HARN coordinates for these stations are available FX3954.upon request. Contact Gary Thompson(919-733-3836). FX3954. FX3954.In addition, the published North Carolina positions FX3954.(NAD 83 (1986)) are NOT consistent with those determined in FX3954.adjacent state readjustments. The discontinuity between stations FX3954.located in North Carolina and those in adjacent states FX3954.which have been adjusted to the HARN may be as much as 5 FX3954.decimeters. This will result in a significant loss of accuracy FX3954.over lines crossing such state borders. FX3954 FX3954 FX3954.The horizontal coordinates were established by classical geodetic methods FX3954.and adjusted by the National Geodetic Survey in July 1986. FX3954 FX3954.The orthometric height was scaled from a topographic map. FX3954 FX3954.The Laplace correction was computed from DEFLEC99 derived deflections. FX3954 FX3954.The geoid height was determined by GEOID03. FX3954 FX3954; North East Units Scale Factor Converg. FX3954;SPC NC - 295,011.173 798,835.000 MT 1.00007038 +1 13 02.6 FX3954;SPC NC - 967,882.49 2,620,844.50 sFT 1.00007038 +1 13 02.6 FX3954;UTM 18 - 4,028,990.989 330,427.869 MT 0.99995429 -1 07 19.3 FX3954 FX3954! - Elev Factor x Scale Factor = Combined Factor FX3954!SPC NC - 1.00000550 x 1.00007038 = 1.00007588 FX3954!UTM 18 - 1.00000550 x 0.99995429 = 0.99995979 FX3954 FX3954: Primary Azimuth Mark Grid Az FX3954:SPC NC - MILL 1932 246 05 59.1 FX3954:UTM 18 - MILL 1932 248 26 21.0 FX3954 FX3954|---------------------------------------------------------------------| FX3954| PID Reference Object Distance Geod. Az | FX3954| dddmmss.s | FX3954| FX5042 ROAD RM 1 1.810 METERS 06106 | FX3954| FX5043 ROAD RM 2 5.700 METERS 13117 | FX3954| FX3952 RAIL APPROX. 0.5 KM 1360023.0 | FX3954| FX3949 MILL 1932 APPROX. 0.6 KM 2471901.7 | FX3954|---------------------------------------------------------------------| FX3954 FX3954 SUPERSEDED SURVEY CONTROL FX3954 FX3954 NAD 27 - 36 23 27.47000(N) 076 53 27.83200(W) AD( ) 3 FX3954 FX3954.Superseded values are not recommended for survey control. FX3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3954.See file dsdata.txt to determine how the superseded data were derived. FX3954 FX3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3042828991(NAD 83) FX3954_MARKER: I = METAL ROD FX3954_SETTING: 2 = OBJECT DRIVEN INTO GROUND FX3954_SP_SET: UNSPECIFIED SHALLOW SETTING (<10 FX3954 FX3954 HISTORY - Date Condition Report By FX3954 HISTORY - 1932 MONUMENTED CGS FX3954 HISTORY - 1963 GOOD CGS FX3954 FX3954 STATION DESCRIPTION FX3954 FX3954'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3954'MARKED WITH A 6 FOOT LENGTH OF 2 INCH GALV. IRON PIPE DRIVEN 4 FX3954'FEET INTO THE MUD. THE MARK IS ON THE EAST SIDE OF CHOWAN RIVER FX3954'0.3 MILE NORTH OF A.C.L. RAILROAD BRIDGE ACROSS THE RIVER AT FX3954'TUNIS, N.C. THE MARK IS LOCATED 1 METER OFFSHORE IN AMONG A CLUMP FX3954'OF LARGE CYPRESS STUMPS AND SMALL CYPRESS AND ASH TREES. FX3954' FX3954'TWO WITNESS MARKS WERE SET WHICH ARE RAILROAD SPIKES DRIVEN IN FX3954'TRIANGULAR BLAZES IN SMALL ASH TREES. NO.1 IS IN THE WEST FACE FX3954'OF AN 18 INCH ASH TREE STANDING AT THE WATERS EDGE. NO.2 IS IN FX3954'THE NORTH FACE OF A 12 INCH ASH STANDING ABOUT 2 METERS OFF SHORE FX3954 FX3954 STATION RECOVERY (1963) FX3954 FX3954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3954'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION. IT IS ABOUT FX3954'75 YARDS EAST NORTH EAST OF A 5 FOOT CYPRESS, WITH THE TOP OUT FX3954'THAT STANDS 30 YARDS OFF SHORE, 10 FEET OFF SHORE, 3 FEET WEST OF FX3954'A TRIANGLE BLAZE TREES, AND PROJECTS 18 INCHES ABOVE THE WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2732 *********************************************************************** FX2732 DESIGNATION - RODUCO FX2732 PID - FX2732 FX2732 STATE/COUNTY- NC/GATES FX2732 USGS QUAD - GATESVILLE (1990) FX2732 FX2732 *CURRENT SURVEY CONTROL FX2732 ___________________________________________________________________ FX2732* NAD 83(1986)- 36 27 48.81302(N) 076 48 53.00261(W) ADJUSTED FX2732* NAVD 88 - 10.820 (meters) 35.50 (feet) ADJUSTED FX2732 ___________________________________________________________________ FX2732 LAPLACE CORR- -3.81 (seconds) DEFLEC99 FX2732 GEOID HEIGHT- -35.88 (meters) GEOID03 FX2732 DYNAMIC HT - 10.812 (meters) 35.47 (feet) COMP FX2732 MODELED GRAV- 979,844.4 (mgal) NAVD 88 FX2732 FX2732 HORZ ORDER - SECOND FX2732 VERT ORDER - SECOND CLASS II FX2732 FX2732.The North Carolina HARNS have been completed but, FX2732.due to contractual restrictions, coordinates for these stations FX2732.will NOT be published in the near future. In the interim, the FX2732.published coordinates in North Carolina will not be FX2732.consistent with the Continuously Operating Reference Stations FX2732.(CORS). The HARN coordinates for these stations are available FX2732.upon request. Contact Gary Thompson(919-733-3836). FX2732. FX2732.In addition, the published North Carolina positions FX2732.(NAD 83 (1986)) are NOT consistent with those determined in FX2732.adjacent state readjustments. The discontinuity between stations FX2732.located in North Carolina and those in adjacent states FX2732.which have been adjusted to the HARN may be as much as 5 FX2732.decimeters. This will result in a significant loss of accuracy FX2732.over lines crossing such state borders. FX2732 FX2732 FX2732.The horizontal coordinates were established by classical geodetic methods FX2732.and adjusted by the National Geodetic Survey in January 1991. FX2732 FX2732.The orthometric height was determined by differential leveling FX2732.and adjusted by the National Geodetic Survey in June 1991. FX2732 FX2732.The Laplace correction was computed from DEFLEC99 derived deflections. FX2732 FX2732.The geoid height was determined by GEOID03. FX2732 FX2732.The dynamic height is computed by dividing the NAVD 88 FX2732.geopotential number by the normal gravity value computed on the FX2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2732.degrees latitude (g = 980.6199 gals.). FX2732 FX2732.The modeled gravity was interpolated from observed gravity values. FX2732 FX2732; North East Units Scale Factor Converg. FX2732;SPC NC - 303,195.921 805,477.359 MT 1.00009641 +1 15 40.6 FX2732;SPC NC - 994,735.28 2,642,636.97 sFT 1.00009641 +1 15 40.6 FX2732;UTM 18 - 4,036,896.608 337,397.832 MT 0.99992576 -1 04 43.5 FX2732 FX2732! - Elev Factor x Scale Factor = Combined Factor FX2732!SPC NC - 1.00000393 x 1.00009641 = 1.00010034 FX2732!UTM 18 - 1.00000393 x 0.99992576 = 0.99992969 FX2732 FX2732 SUPERSEDED SURVEY CONTROL FX2732 FX2732 NGVD 29 (01/18/91) 11.23 (m) 36.8 (f) LEVELING 3 FX2732 FX2732.Superseded values are not recommended for survey control. FX2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2732.See file dsdata.txt to determine how the superseded data were derived. FX2732 FX2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3739836897(NAD 83) FX2732_MARKER: DE = TRAVERSE STATION DISK FX2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2732_SP_SET: CONCRETE POST FX2732_STAMPING: RODUCO 1980 FX2732_MARK LOGO: NCGS FX2732_PROJECTION: RECESSED 3 CENTIMETERS FX2732_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2732+STABILITY: SURFACE MOTION FX2732 FX2732 HISTORY - Date Condition Report By FX2732 HISTORY - 1980 MONUMENTED NCGS FX2732 HISTORY - 1981 GOOD NCGS FX2732 HISTORY - 19970413 GOOD USPSQD FX2732 FX2732 STATION DESCRIPTION FX2732 FX2732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2732'STATION IS LOCATED IN RODUCO, APPROXIMATELY 5.4 MILES NORTHWEST OF FX2732'GATESVILLE AND 0.1 MILE NORTHWEST OF POST OFFICE. FX2732' FX2732'ALONG US 158 FROM SEABOARD COASTLINE RAILROAD CROSSING, AT SR 1221 ON FX2732'RIGHT IN THE YARD OF THE SMALL FRAME PARKER RESIDENCE. FX2732' FX2732'STATION MARK IS A STANDARD DISK STAMPED---RODUCO 1980---SET IN TOP OF FX2732'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS FX2732'79.9 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 77.5 FEET WEST OF FX2732'CENTERLINE OF SR 1221, 62.1 FEET NORTHWEST OF POWER POLE WITH FX2732'REFERENCE TAG, 27.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRONT PORCH FX2732'AND 56.2 FEET WEST OF TELEPHONE PEDESTAL. FX2732 FX2732 STATION RECOVERY (1981) FX2732 FX2732'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2732'IN RODUCO. FX2732'0.1 MILE NORTHWEST ALONG U.S. 158 FROM THE INTERSECTION WITH THE FX2732'SEABOARD COAST LINE RAILROAD. AT INTERSECTION WITH SR 1221, IN FX2732'NORTHWEST QUADRANT IN YARD OF A ONE STORY FRAME HOUSE, PARKER FX2732'RESIDENCE. 79.9 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 77.5 FEET FX2732'WEST OF CENTERLINE OF ROAD, 27.6 FEET SOUTHEAST OF SOUTHEAST CORNER FX2732'OF FRONT PORCH, 56.2 FEET WEST OF TELEPHONE PEDESTAL AND 62.1 FEET FX2732'NORTHWEST OF POWER POLE WITH REFERENCE TAG. FX2732'THE MARK IS 1 FT BELOW HIGHWAY. FX2732 FX2732 STATION RECOVERY (1997) FX2732 FX2732'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2732'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5325 *********************************************************************** FX5325 DESIGNATION - RORA FX5325 PID - FX5325 FX5325 STATE/COUNTY- NC/GATES FX5325 USGS QUAD - GATES (1967) FX5325 FX5325 *CURRENT SURVEY CONTROL FX5325 ___________________________________________________________________ FX5325* NAD 83(1986)- 36 30 46.69484(N) 076 48 22.93018(W) ADJUSTED FX5325* NAVD 88 - 23.3 (meters) 76. (feet) VERTCON FX5325 ___________________________________________________________________ FX5325 LAPLACE CORR- -3.56 (seconds) DEFLEC99 FX5325 GEOID HEIGHT- -35.88 (meters) GEOID03 FX5325 FX5325 HORZ ORDER - SECOND FX5325 FX5325.The North Carolina HARNS have been completed but, FX5325.due to contractual restrictions, coordinates for these stations FX5325.will NOT be published in the near future. In the interim, the FX5325.published coordinates in North Carolina will not be FX5325.consistent with the Continuously Operating Reference Stations FX5325.(CORS). The HARN coordinates for these stations are available FX5325.upon request. Contact Gary Thompson(919-733-3836). FX5325. FX5325.In addition, the published North Carolina positions FX5325.(NAD 83 (1986)) are NOT consistent with those determined in FX5325.adjacent state readjustments. The discontinuity between stations FX5325.located in North Carolina and those in adjacent states FX5325.which have been adjusted to the HARN may be as much as 5 FX5325.decimeters. This will result in a significant loss of accuracy FX5325.over lines crossing such state borders. FX5325 FX5325 FX5325.The horizontal coordinates were established by classical geodetic methods FX5325.and adjusted by the National Geodetic Survey in January 1991. FX5325 FX5325.The NAVD 88 height was computed by applying the VERTCON shift value to FX5325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5325 FX5325.The Laplace correction was computed from DEFLEC99 derived deflections. FX5325 FX5325.The geoid height was determined by GEOID03. FX5325 FX5325; North East Units Scale Factor Converg. FX5325;SPC NC - 308,694.788 806,104.828 MT 1.00011509 +1 15 58.0 FX5325;SPC NC - 1,012,776.15 2,644,695.59 sFT 1.00011509 +1 15 58.0 FX5325;UTM 18 - 4,042,364.268 338,249.193 MT 0.99992235 -1 04 30.1 FX5325 FX5325! - Elev Factor x Scale Factor = Combined Factor FX5325!SPC NC - 1.00000197 x 1.00011509 = 1.00011706 FX5325!UTM 18 - 1.00000197 x 0.99992235 = 0.99992432 FX5325 FX5325 SUPERSEDED SURVEY CONTROL FX5325 FX5325 NGVD 29 (01/18/91) 23.7 (m) 78. (f) VERT ANG FX5325 FX5325.Superseded values are not recommended for survey control. FX5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5325.See file dsdata.txt to determine how the superseded data were derived. FX5325 FX5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3824942364(NAD 83) FX5325_MARKER: DE = TRAVERSE STATION DISK FX5325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5325_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5325_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5325+STABILITY: SURFACE MOTION FX5325 FX5325 HISTORY - Date Condition Report By FX5325 HISTORY - 1980 MONUMENTED NCGS FX5325 HISTORY - 19970104 GOOD USPSQD FX5325 FX5325 STATION DESCRIPTION FX5325 FX5325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5325'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST OF GATES AND 3.5 FX5325'MILES NORTH OF RODUCO. FX5325' FX5325'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5325'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 5.0 MILES TO SR 1211 FX5325'AND STATION IN SOUTHWESTERLY QUADRANT. FX5325' FX5325'STATION MARK IS A STANDARD DISK STAMPED---RORA 1980---SET IN TOP OF A FX5325'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 62.3 FX5325'FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 30.2 FEET SOUTH FX5325'SOUTHWEST OF CENTERLINE OF SR 1211, 31.0 FEET WEST OF SOUTH END OF FX5325'CULVERT, 98.6 FEET NORTHEAST OF EASTERNMOST LEG OF BILLBOARD, 79.1 FX5325'FEET EAST OF 8 INCH OAK WITH REFERENCE TAG AND 71.3 FEET EAST FX5325'NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG. FX5325 FX5325 STATION RECOVERY (1997) FX5325 FX5325'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5325'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5327 *********************************************************************** FX5327 DESIGNATION - RURITAN FX5327 PID - FX5327 FX5327 STATE/COUNTY- NC/GATES FX5327 USGS QUAD - GATESVILLE (1990) FX5327 FX5327 *CURRENT SURVEY CONTROL FX5327 ___________________________________________________________________ FX5327* NAD 83(1986)- 36 28 33.18733(N) 076 50 28.63748(W) ADJUSTED FX5327* NAVD 88 - 11.0 (meters) 36. (feet) VERTCON FX5327 ___________________________________________________________________ FX5327 LAPLACE CORR- -4.16 (seconds) DEFLEC99 FX5327 GEOID HEIGHT- -35.81 (meters) GEOID03 FX5327 FX5327 HORZ ORDER - SECOND FX5327 FX5327.The North Carolina HARNS have been completed but, FX5327.due to contractual restrictions, coordinates for these stations FX5327.will NOT be published in the near future. In the interim, the FX5327.published coordinates in North Carolina will not be FX5327.consistent with the Continuously Operating Reference Stations FX5327.(CORS). The HARN coordinates for these stations are available FX5327.upon request. Contact Gary Thompson(919-733-3836). FX5327. FX5327.In addition, the published North Carolina positions FX5327.(NAD 83 (1986)) are NOT consistent with those determined in FX5327.adjacent state readjustments. The discontinuity between stations FX5327.located in North Carolina and those in adjacent states FX5327.which have been adjusted to the HARN may be as much as 5 FX5327.decimeters. This will result in a significant loss of accuracy FX5327.over lines crossing such state borders. FX5327 FX5327 FX5327.The horizontal coordinates were established by classical geodetic methods FX5327.and adjusted by the National Geodetic Survey in January 1991. FX5327 FX5327.The NAVD 88 height was computed by applying the VERTCON shift value to FX5327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5327 FX5327.The Laplace correction was computed from DEFLEC99 derived deflections. FX5327 FX5327.The geoid height was determined by GEOID03. FX5327 FX5327; North East Units Scale Factor Converg. FX5327;SPC NC - 304,511.444 803,066.831 MT 1.00010100 +1 14 45.4 FX5327;SPC NC - 999,051.30 2,634,728.43 sFT 1.00010100 +1 14 45.4 FX5327;UTM 18 - 4,038,309.233 335,043.432 MT 0.99993526 -1 05 41.5 FX5327 FX5327! - Elev Factor x Scale Factor = Combined Factor FX5327!SPC NC - 1.00000389 x 1.00010100 = 1.00010489 FX5327!UTM 18 - 1.00000389 x 0.99993526 = 0.99993915 FX5327 FX5327 SUPERSEDED SURVEY CONTROL FX5327 FX5327 NGVD 29 (01/18/91) 11.4 (m) 37. (f) VERT ANG FX5327 FX5327.Superseded values are not recommended for survey control. FX5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5327.See file dsdata.txt to determine how the superseded data were derived. FX5327 FX5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3504338309(NAD 83) FX5327_MARKER: DE = TRAVERSE STATION DISK FX5327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5327_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5327_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5327+STABILITY: SURFACE MOTION FX5327 FX5327 HISTORY - Date Condition Report By FX5327 HISTORY - 1980 MONUMENTED NCGS FX5327 HISTORY - 19970104 GOOD USPSQD FX5327 FX5327 STATION DESCRIPTION FX5327 FX5327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5327'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES WEST-NORTHWEST OF FX5327'RODUCO AND 3.4 MILES NORTH OF EURE. FX5327' FX5327'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5327'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 1.6 MILES TO THE FX5327'GATESVILLE RURITAN CLUB PARK AND STATION ON LEFT AT THE METAL PARK FX5327'SIGN, IN THE--U--FORMED BY ENTRANCES TO PARK, AND 0.65 MILE FX5327'SOUTHWEST OF SR 1221 INTERSECTION. FX5327' FX5327'STATION MARK IS A STANDARD DISK STAMPED---RURITAN 1980---SET IN TOP OF FX5327'A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE AND 4 FEET FX5327'LOWER THAN HIGHWAY. MARK IS 43.1 FEET NORTHWEST OF CENTERLINE OF FX5327'HIGHWAY, 8.5 FEET SOUTHEAST OF SOUTHEAST POST OF PARK SIGN, 82.9 FEET FX5327'SOUTHWEST OF SOUTHWEST END OF CULVERT UNDER NORTHEAST ENTRANCE, 114.2 FX5327'FEET EAST-NORTHEAST OF FENCE CORNER POST AND 52.0 FEET EAST OF 8 INCH FX5327'GUM WITH REFERENCE TAG. FX5327 FX5327 STATION RECOVERY (1997) FX5327 FX5327'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3833 *********************************************************************** FX3833 DESIGNATION - SARA JO FX3833 PID - FX3833 FX3833 STATE/COUNTY- NC/GATES FX3833 USGS QUAD - MERCHANTS MILLPOND (1981) FX3833 FX3833 *CURRENT SURVEY CONTROL FX3833 ___________________________________________________________________ FX3833* NAD 83(1986)- 36 23 08.89861(N) 076 42 37.58638(W) ADJUSTED FX3833* NAVD 88 - 8.7 (meters) 29. (feet) VERTCON FX3833 ___________________________________________________________________ FX3833 LAPLACE CORR- -4.09 (seconds) DEFLEC99 FX3833 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3833 FX3833 HORZ ORDER - SECOND FX3833 FX3833.The North Carolina HARNS have been completed but, FX3833.due to contractual restrictions, coordinates for these stations FX3833.will NOT be published in the near future. In the interim, the FX3833.published coordinates in North Carolina will not be FX3833.consistent with the Continuously Operating Reference Stations FX3833.(CORS). The HARN coordinates for these stations are available FX3833.upon request. Contact Gary Thompson(919-733-3836). FX3833. FX3833.In addition, the published North Carolina positions FX3833.(NAD 83 (1986)) are NOT consistent with those determined in FX3833.adjacent state readjustments. The discontinuity between stations FX3833.located in North Carolina and those in adjacent states FX3833.which have been adjusted to the HARN may be as much as 5 FX3833.decimeters. This will result in a significant loss of accuracy FX3833.over lines crossing such state borders. FX3833 FX3833 FX3833.The horizontal coordinates were established by classical geodetic methods FX3833.and adjusted by the National Geodetic Survey in July 1986. FX3833 FX3833.The NAVD 88 height was computed by applying the VERTCON shift value to FX3833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3833 FX3833.The Laplace correction was computed from DEFLEC99 derived deflections. FX3833 FX3833.The geoid height was determined by GEOID03. FX3833 FX3833; North East Units Scale Factor Converg. FX3833;SPC NC - 294,780.061 815,022.023 MT 1.00006854 +1 19 17.3 FX3833;SPC NC - 967,124.25 2,673,951.42 sFT 1.00006854 +1 19 17.3 FX3833;UTM 18 - 4,028,099.894 346,589.600 MT 0.99988997 -1 00 53.5 FX3833 FX3833! - Elev Factor x Scale Factor = Combined Factor FX3833!SPC NC - 1.00000432 x 1.00006854 = 1.00007286 FX3833!UTM 18 - 1.00000432 x 0.99988997 = 0.99989429 FX3833 FX3833: Primary Azimuth Mark Grid Az FX3833:SPC NC - VIVIAN 089 44 31.2 FX3833:UTM 18 - VIVIAN 092 04 42.0 FX3833 FX3833|---------------------------------------------------------------------| FX3833| PID Reference Object Distance Geod. Az | FX3833| dddmmss.s | FX3833| FX3823 VIVIAN APPROX. 0.8 KM 0910348.5 | FX3833|---------------------------------------------------------------------| FX3833 FX3833 SUPERSEDED SURVEY CONTROL FX3833 FX3833 NAD 27 - 36 23 08.33651(N) 076 42 38.75365(W) AD( ) 2 FX3833 NGVD 29 (07/19/86) 9.0 (m) 30. (f) VERT ANG FX3833 FX3833.Superseded values are not recommended for survey control. FX3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3833.See file dsdata.txt to determine how the superseded data were derived. FX3833 FX3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4659028100(NAD 83) FX3833_MARKER: DE = TRAVERSE STATION DISK FX3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3833_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3833_STAMPING: SARA JO 1973 FX3833_MARK LOGO: NCGS FX3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3833+STABILITY: SURFACE MOTION FX3833 FX3833 HISTORY - Date Condition Report By FX3833 HISTORY - 1973 MONUMENTED NCGS FX3833 FX3833 STATION DESCRIPTION FX3833 FX3833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3833'SARA JO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3833'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3833' FX3833'SARA JO IS LOCATED APPROXIMATELY 2.6 MILES ESE OF GATESVILLE, AND 6.8 FX3833'MILES WSW OF SUNBURY. TO REACH STATION FROM THE INTERSECTION OF NC FX3833'37 AND NC 137 IN GATESVILLE, PROCEED ESE ALONG NC 37 FOR 2.8 MILES TO FX3833'STATION ON RIGHT, 0.1 MILES EAST OF INTERSECTION WITH SR 1109. FX3833' FX3833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SARA JO FX3833'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3833'2 INCHES ABOVE THE SURFACE OF THE GROUND. FX3833' FX3833'MARK IS FX3833'45.5 FEET SSW OF C/L OF NC 37. FX3833'14.1 FEET NNW OF 10 INCH PINE W/ALUMINUM REF. TAG. FX3833'24.4 FEET NNE OF 4 INCH HOLLY W/ALUMINUM REF. TAG. FX3833'81.7 FEET WNW OF 16 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3930 *********************************************************************** FX3930 DESIGNATION - SAREM FX3930 PID - FX3930 FX3930 STATE/COUNTY- NC/GATES FX3930 USGS QUAD - HARRELLSVILLE (1982) FX3930 FX3930 *CURRENT SURVEY CONTROL FX3930 ___________________________________________________________________ FX3930* NAD 83(1986)- 36 21 49.64851(N) 076 46 41.07775(W) ADJUSTED FX3930* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3930 ___________________________________________________________________ FX3930 LAPLACE CORR- -4.58 (seconds) DEFLEC99 FX3930 GEOID HEIGHT- -36.00 (meters) GEOID03 FX3930 FX3930 HORZ ORDER - THIRD FX3930 FX3930.The North Carolina HARNS have been completed but, FX3930.due to contractual restrictions, coordinates for these stations FX3930.will NOT be published in the near future. In the interim, the FX3930.published coordinates in North Carolina will not be FX3930.consistent with the Continuously Operating Reference Stations FX3930.(CORS). The HARN coordinates for these stations are available FX3930.upon request. Contact Gary Thompson(919-733-3836). FX3930. FX3930.In addition, the published North Carolina positions FX3930.(NAD 83 (1986)) are NOT consistent with those determined in FX3930.adjacent state readjustments. The discontinuity between stations FX3930.located in North Carolina and those in adjacent states FX3930.which have been adjusted to the HARN may be as much as 5 FX3930.decimeters. This will result in a significant loss of accuracy FX3930.over lines crossing such state borders. FX3930 FX3930 FX3930.The horizontal coordinates were established by classical geodetic methods FX3930.and adjusted by the National Geodetic Survey in July 1986. FX3930 FX3930.The orthometric height was scaled from a topographic map. FX3930 FX3930.The Laplace correction was computed from DEFLEC99 derived deflections. FX3930 FX3930.The geoid height was determined by GEOID03. FX3930 FX3930; North East Units Scale Factor Converg. FX3930;SPC NC - 292,199.825 809,009.335 MT 1.00006098 +1 16 56.7 FX3930;SPC NC - 958,658.93 2,654,224.79 sFT 1.00006098 +1 16 56.7 FX3930;UTM 18 - 4,025,767.323 340,477.712 MT 0.99991354 -1 03 16.1 FX3930 FX3930! - Elev Factor x Scale Factor = Combined Factor FX3930!SPC NC - 1.00000539 x 1.00006098 = 1.00006637 FX3930!UTM 18 - 1.00000539 x 0.99991354 = 0.99991893 FX3930 FX3930: Primary Azimuth Mark Grid Az FX3930:SPC NC - EURE 242 02 43.1 FX3930:UTM 18 - EURE 244 22 55.9 FX3930 FX3930|---------------------------------------------------------------------| FX3930| PID Reference Object Distance Geod. Az | FX3930| dddmmss.s | FX3930| FX5058 SAREM RM 2 12.280 METERS 07809 | FX3930| FX3917 HODGES APPROX. 0.5 KM 1664247.0 | FX3930| FX3914 EURE APPROX. 1.6 KM 2431939.8 | FX3930| FX5057 SAREM RM 1 4.030 METERS 34833 | FX3930|---------------------------------------------------------------------| FX3930 FX3930 SUPERSEDED SURVEY CONTROL FX3930 FX3930 NAD 27 - 36 21 49.08000(N) 076 46 42.20000(W) AD( ) 3 FX3930 FX3930.Superseded values are not recommended for survey control. FX3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3930.See file dsdata.txt to determine how the superseded data were derived. FX3930 FX3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4047825767(NAD 83) FX3930_MARKER: I = METAL ROD FX3930_SETTING: 2 = OBJECT DRIVEN INTO GROUND FX3930_SP_SET: UNSPECIFIED SHALLOW SETTING (<10 FX3930 FX3930 HISTORY - Date Condition Report By FX3930 HISTORY - 1932 MONUMENTED CGS FX3930 HISTORY - 1963 GOOD CGS FX3930 FX3930 STATION DESCRIPTION FX3930 FX3930'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3930'ON NORTH SIDE OF CHOWAN RIVER ABOUT 300 METERS (984 FEET) WEST OF FX3930'MOUTH OF SAREM CREEK. STATION IS MARKED BY 5 FOOT SECTION OF 2 FX3930'INCH GALVANIZED IRON PIPE DRIVEN SO AS TO PROJECT ABOUT 1 FOOT FX3930'ABOVE WATER AND IS 3 FEET OFFSHORE FROM DOUBLE CYPRESS WITH FORK FX3930'ABOUT 3 FEET ABOVE WATER. REFERENCE MARK NO.1 IS RAILROAD SPIKE FX3930'IN LARGE TRIANGULAR BLAZE GIANT CYPRESS AT WATER EDGE JUST INSHORE FX3930'FROM STATION AND 4.03 METERS (13.2 FEET ) FROM STATION IN BEARING FX3930'N 11 DEG 27 MIN W. REFERENCE MARK NO.2 IS RAILROAD SPIKE IN SMALL FX3930'TRIANGULAR BLAZE ON 18 INCH CYPRESS LOCATED ABOUT 8 FEET OFFSHORE FX3930'AND 12.28 METERS (40.3 FEET) FROM STATION IN BEARING N 78 DEG 9 MIN E. FX3930 FX3930 STATION RECOVERY (1963) FX3930 FX3930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3930'STATION AND WITNESS MARK NO.1 ON GIANT CYPRESS TREE WERE FX3930'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. FX3930' FX3930'WITNESS MARK NO.2 WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX1022 *********************************************************************** FX1022 DESIGNATION - SAUNDERS FX1022 PID - FX1022 FX1022 STATE/COUNTY- NC/GATES FX1022 USGS QUAD - CORAPEAKE (1977) FX1022 FX1022 *CURRENT SURVEY CONTROL FX1022 ___________________________________________________________________ FX1022* NAD 83(1986)- 36 33 02.19556(N) 076 34 31.05537(W) ADJUSTED FX1022* NAVD 88 - 13.089 (meters) 42.94 (feet) POSTED FX1022 ___________________________________________________________________ FX1022 LAPLACE CORR- -3.91 (seconds) DEFLEC99 FX1022 GEOID HEIGHT- -36.35 (meters) GEOID03 FX1022 DYNAMIC HT - 13.080 (meters) 42.91 (feet) COMP FX1022 MODELED GRAV- 979,854.7 (mgal) NAVD 88 FX1022 FX1022 HORZ ORDER - FIRST FX1022 VERT ORDER - * POSTED, Code F , SEE BELOW FX1022 FX1022.The North Carolina HARNS have been completed but, FX1022.due to contractual restrictions, coordinates for these stations FX1022.will NOT be published in the near future. In the interim, the FX1022.published coordinates in North Carolina will not be FX1022.consistent with the Continuously Operating Reference Stations FX1022.(CORS). The HARN coordinates for these stations are available FX1022.upon request. Contact Gary Thompson(919-733-3836). FX1022. FX1022.In addition, the published North Carolina positions FX1022.(NAD 83 (1986)) are NOT consistent with those determined in FX1022.adjacent state readjustments. The discontinuity between stations FX1022.located in North Carolina and those in adjacent states FX1022.which have been adjusted to the HARN may be as much as 5 FX1022.decimeters. This will result in a significant loss of accuracy FX1022.over lines crossing such state borders. FX1022 FX1022 FX1022.The horizontal coordinates were established by classical geodetic methods FX1022.and adjusted by the National Geodetic Survey in July 1986. FX1022 FX1022.The orthometric height was determined by differential leveling FX1022.and adjusted by the National Geodetic Survey in 1992. FX1022.* This is a POSTED BENCH MARK height. Code F indicates a distribution FX1022.rate greater than 8.0 mm/km. FX1022 FX1022.The Laplace correction was computed from DEFLEC99 derived deflections. FX1022 FX1022.The geoid height was determined by GEOID03. FX1022 FX1022.The dynamic height is computed by dividing the NAVD 88 FX1022.geopotential number by the normal gravity value computed on the FX1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX1022.degrees latitude (g = 980.6199 gals.). FX1022 FX1022.The modeled gravity was interpolated from observed gravity values. FX1022 FX1022; North East Units Scale Factor Converg. FX1022;SPC NC - 313,352.321 826,698.514 MT 1.00012982 +1 23 58.1 FX1022;SPC NC - 1,028,056.74 2,712,260.04 sFT 1.00012982 +1 23 58.1 FX1022;SPC VA S - 1,025,869.094 3,672,320.347 MT 1.00004624 +1 10 05.3 FX1022;UTM 18 - 4,046,176.370 359,010.858 MT 0.99984490 -0 56 17.9 FX1022 FX1022! - Elev Factor x Scale Factor = Combined Factor FX1022!SPC NC - 1.00000365 x 1.00012982 = 1.00013347 FX1022!SPC VA S - 1.00000365 x 1.00004624 = 1.00004989 FX1022!UTM 18 - 1.00000365 x 0.99984490 = 0.99984855 FX1022 FX1022: Primary Azimuth Mark Grid Az FX1022:SPC NC - VANN 249 38 58.1 FX1022:SPC VA S - VANN 249 52 50.9 FX1022:UTM 18 - VANN 251 59 14.1 FX1022 FX1022|---------------------------------------------------------------------| FX1022| PID Reference Object Distance Geod. Az | FX1022| dddmmss.s | FX1022| FX1024 SAUNDERS RM 1 31.199 METERS 06007 | FX1022| FX4051 VANN APPROX.12.5 KM 2510256.2 | FX1022| FX4050 BOUNDARY MON 14 NC VA 18.669 METERS 30221 | FX1022| FX1023 PTS 3 P 18.541 METERS 30234 | FX1022| FX5059 SAUNDERS RM 3 3464824.8 | FX1022|---------------------------------------------------------------------| FX1022 FX1022 SUPERSEDED SURVEY CONTROL FX1022 FX1022 NAD 27 - 36 33 01.64900(N) 076 34 32.23100(W) AD( ) 1 FX1022 NGVD 29 (??/??/92) 13.473 (m) 44.20 (f) ADJ UNCH 2 0 FX1022 FX1022.Superseded values are not recommended for survey control. FX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1022.See file dsdata.txt to determine how the superseded data were derived. FX1022 FX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5901146176(NAD 83) FX1022_MARKER: DH = HORIZONTAL CONTROL DISK FX1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX1022_STAMPING: SAUNDERS 1933 FX1022_MARK LOGO: CGS FX1022_MAGNETIC: N = NO MAGNETIC MATERIAL FX1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX1022+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993 FX1022 FX1022 HISTORY - Date Condition Report By FX1022 HISTORY - 1933 MONUMENTED CGS FX1022 HISTORY - 1960 GOOD CGS FX1022 HISTORY - 1963 GOOD CGS FX1022 HISTORY - 1963 GOOD CGS FX1022 HISTORY - 1964 GOOD USGS FX1022 HISTORY - 1977 GOOD NCGS FX1022 HISTORY - 19931103 SEE DESCRIPTION NCGS FX1022 HISTORY - 19961121 MARK NOT FOUND USPSQD FX1022 FX1022 STATION DESCRIPTION FX1022 FX1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX1022'ABOUT 14 MILES SOUTH OF SUFFOLK, AT VIRGINIA-NORTH CAROLINA STATE FX1022'LINE, ON PROPERTY OF B. L. SAUNDERS AND CO. OF SUFFOLK. FX1022' FX1022'TO REACH FROM CORNER OF WEST WASHINGTON AND SOUTH SARATOGA STREETS IN FX1022'SUFFOLK, GO SOUTH 0.3 MILE ON SOUTH SARATOGA STREET, TURN LEFT AT FX1022'Y-FORK ONTO VIRGINIA ROUTE 52 JUST AFTER CROSSING RAILROAD, FX1022'CONTINUE 3.4 MILES TO JUNCTION WITH ROUTE 53, KEEP LEFT ON ROUTE 52 FX1022'AND CONTINUE 9.4 MILES TO STATE LINE WHICH IS WELL MARKED WITH FX1022'SIGNS AND BOUNDARY MONUMENT. STATION IS 74 FEET EAST OF CENTER LINE FX1022'OF HIGHWAY, 37 FEET SOUTH OF STATE LINE, AND 61.25 FEET SOUTHEAST FX1022'OF TOP CENTER OF GRANITE BOUNDARY MONUMENT NO. 14. FX1022' FX1022'SURFACE AND FX1022'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. FX1022' FX1022'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE, NOTE FX1022'ON EAST SIDE OF ROAD, 20.8 FEET WEST OF CENTER LINE OF FX1022'RAILROAD MAIN TRACK, 6 FEET NORTH OF CENTER LINE OF LANE ALONG FX1022'STATE LINE, AND 102.36 FEET FROM STATION N 60 DEG 06 MIN E. FX1022' FX1022'VIRGINIA-NORTH CAROLINA BOUNDARY MONUMENT NO. 14 (SEE FX1022'DESCRIPTION THEREOF) IS 18.669 METERS (61.25 FEET) FROM STATION FX1022'N 57 DEG 39 MIN W. FX1022' FX1022'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE FX1022'DISK IN CONCRETE, , IN NORTHEAST CORNER OF FIELD, AT FX1022'SOUTHEAST CORNER OF WOODS, 30 FEET WEST OF CENTER LINE OF HIGHWAY FX1022'PAVEMENT, AND 0.05 MILE FROM STATION N 13 DEG 12 MIN W. FX1022' FX1022'SEC. PRIMARY TRAVERSE STATION NO. 3P (U.S.G.S.) IS CEMENTED IN FX1022'EAST SIDE OF ABOVE-MENTIONED BOUNDARY MONUMENT, AND 18.541 FX1022'METERS (60.83 FEET) FROM STATION N 57 DEG 26 MIN W. FX1022 FX1022 STATION RECOVERY (1960) FX1022 FX1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) FX1022'THE STATION MARK, REFERENCE MARK NO. 1, VIRGINIA-NORTH CAROLINA FX1022'BOUNDARY MONUMENT NO. 14 AND PRIMARY TRAVERSE STATION NO. 3 P FX1022'(U.S.G.S.) WERE RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE FX1022'MARK NO. 3 WAS SEARCHED FOR BUT NOT RECOVERED. THE PROPERTY IS NOW FX1022'OWNED BY FRANK ROUNDTREE. A COMPLETE NEW DESCRIPTION FOLLOWS. FX1022' FX1022'LOCATED ABOUT 14 MILES SOUTH OF SUFFOLK, VIRGINIA, AND 1.0 MILE NORTH FX1022'OF CORAPEAKE, NORTH CAROLINA, AT THE VIRGINA-NORTH CAROLINA STATE FX1022'LINE. IT IS 74.5 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 32, FX1022'61.25 FEET SOUTHEAST OF BOUNDARY MONUMENT NO. 14, 27.8 FEET FX1022'NORTHWEST OF THE NORTHEAST CORNER OF A SMALL WHITE TENANT HOUSE AND FX1022'24.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE. THE MARK FX1022'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED SAUNDERS 1933. FX1022' FX1022'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION. IT IS 161 FEET FX1022'EAST OF THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHEAST OF THE FX1022'NORTHEAST CORNER OF THE HOUSE, 24 FEET NORTH OF POWER POLE NO. 120 FX1022'AND 9 FEET NORTH OF THE CENTER LINE OF A NARROW TRAIL LEADING INTO FX1022'THE WOODS. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FX1022'SAUNDERS NO 1 1933. FX1022' FX1022'VIRGINIA-NORTH CAROLINA BOUNDARY MONUMENT NO. 14 IS NORTHWEST OF THE FX1022'STATION. IT IS 18.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND FX1022'4.5 FEET SOUTHWEST OF HISTORICAL SIGN NO. Z 273. IT IS A 1 FOOT FX1022'SQUARE GRANITE POST PROJECTING ABOUT 3 FEET. FX1022' FX1022'PRIMARY TRAVERSE STATION NO. 3 P (U.S.G.S.) IS 60.83 FEET NORTHWEST FX1022'OF THE STATION AND SET VERTICAL IN THE EAST FACE OF VIRGINIA-NORTH FX1022'CAROLINA BOUNDARY MONUMENT NO. 14. FX1022' FX1022'TO REACH FROM THE L.M. ROUNDTREE GENERAL STORE IN CORAPEAKE, GO NORTH FX1022'ON STATE HIGHWAY 32 FOR 1.0 MILE TO THE VIRGINIA-NORTH CAROLINA FX1022'STATE LINE AND STATION ON RIGHT AS DESCRIBED. FX1022 FX1022 STATION RECOVERY (1963) FX1022 FX1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX1022'THE STATION AND THE TWO REFERENCES RECOVERED IN GOOD CONDITION AND AS FX1022'DESCRIBED. FX1022' FX1022'THE STATION MARK IS NOW IN A GRASSY LAWN ON THE NORTH SIDE OF A FX1022'HOUSE. THE RAILROAD ALONG THIS SITE WAS REMOVED IN 1939. FX1022 FX1022 STATION RECOVERY (1963) FX1022 FX1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 FX1022'1 MI N FROM CORAPEAKE. FX1022'1 MILE NORTH OF CORAPEAKE ALONG STATE HIGHWAY 32, 75 FEET EAST FX1022'OF THE CENTER LINE OF STATE HIGHWAY 32, AND 35.7 FEET SOUTH OF FX1022'THE NORTH CAROLINA-VIRGINIA STATE LINE. A STANDARD TRIANGULATION FX1022'DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. FX1022'THE MARK IS IN A LAWN ON THE NORTH SIDE OF A HOUSE. FX1022 FX1022 STATION RECOVERY (1964) FX1022 FX1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 FX1022'STATION HAS BEEN RECOVERED IN GOOD CONDITION. FX1022 FX1022 STATION RECOVERY (1977) FX1022 FX1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (RLW) FX1022'SAUNDERS 1933 RECOVERED IN GOOD CONDITION FLUSH W/GROUND IN MOWED FX1022'YARD. FX1022 FX1022 STATION RECOVERY (1993) FX1022 FX1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX1022'THE STATION WAS SEARCHED FOR BUT NOT FOUND, APPEARS TO BE UNDER NEW FX1022'ADDITION TO RESIDENCE, CONDITION NOT KNOWN. FX1022'REFERENCE MARK NO 1 WAS RECOVERED IN GOOD CONDITION, HOWEVER DISK WAS FX1022'PARTIALLY OBLITERATED, AND STAMPED--SAUNDERS NO 1 1933--. DESCRIPTION FX1022'IS ADEQUATE. FX1022'PRIMARY TRAVERSE STATION NO 3 P (USGS) WAS FOUND AS DESCRIBED, HOWEVER FX1022'VIRGINIA-NORTH CAROLINA BOUNDARY MONUMENT NO 14 WAS FOUND TILTED 31 FX1022'DEGREES TO THE EAST. FX1022 FX1022 STATION RECOVERY (1996) FX1022 FX1022'RECOVERY NOTE BY US POWER SQUADRON 1996 FX1022'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5328 *********************************************************************** FX5328 DESIGNATION - SAVAGE FX5328 PID - FX5328 FX5328 STATE/COUNTY- NC/GATES FX5328 USGS QUAD - GATES (1967) FX5328 FX5328 *CURRENT SURVEY CONTROL FX5328 ___________________________________________________________________ FX5328* NAD 83(1986)- 36 30 08.13222(N) 076 48 37.39122(W) ADJUSTED FX5328* NAVD 88 - 20.4 (meters) 67. (feet) VERTCON FX5328 ___________________________________________________________________ FX5328 LAPLACE CORR- -3.63 (seconds) DEFLEC99 FX5328 GEOID HEIGHT- -35.87 (meters) GEOID03 FX5328 FX5328 HORZ ORDER - SECOND FX5328 FX5328.The North Carolina HARNS have been completed but, FX5328.due to contractual restrictions, coordinates for these stations FX5328.will NOT be published in the near future. In the interim, the FX5328.published coordinates in North Carolina will not be FX5328.consistent with the Continuously Operating Reference Stations FX5328.(CORS). The HARN coordinates for these stations are available FX5328.upon request. Contact Gary Thompson(919-733-3836). FX5328. FX5328.In addition, the published North Carolina positions FX5328.(NAD 83 (1986)) are NOT consistent with those determined in FX5328.adjacent state readjustments. The discontinuity between stations FX5328.located in North Carolina and those in adjacent states FX5328.which have been adjusted to the HARN may be as much as 5 FX5328.decimeters. This will result in a significant loss of accuracy FX5328.over lines crossing such state borders. FX5328 FX5328 FX5328.The horizontal coordinates were established by classical geodetic methods FX5328.and adjusted by the National Geodetic Survey in January 1991. FX5328 FX5328.The NAVD 88 height was computed by applying the VERTCON shift value to FX5328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5328 FX5328.The Laplace correction was computed from DEFLEC99 derived deflections. FX5328 FX5328.The geoid height was determined by GEOID03. FX5328 FX5328; North East Units Scale Factor Converg. FX5328;SPC NC - 307,498.323 805,771.270 MT 1.00011097 +1 15 49.6 FX5328;SPC NC - 1,008,850.75 2,643,601.24 sFT 1.00011097 +1 15 49.6 FX5328;UTM 18 - 4,041,182.651 337,867.114 MT 0.99992388 -1 04 37.7 FX5328 FX5328! - Elev Factor x Scale Factor = Combined Factor FX5328!SPC NC - 1.00000244 x 1.00011097 = 1.00011341 FX5328!UTM 18 - 1.00000244 x 0.99992388 = 0.99992632 FX5328 FX5328 SUPERSEDED SURVEY CONTROL FX5328 FX5328 NGVD 29 (01/18/91) 20.8 (m) 68. (f) VERT ANG FX5328 FX5328.Superseded values are not recommended for survey control. FX5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5328.See file dsdata.txt to determine how the superseded data were derived. FX5328 FX5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3786741183(NAD 83) FX5328_MARKER: DE = TRAVERSE STATION DISK FX5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5328_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5328_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5328+STABILITY: SURFACE MOTION FX5328 FX5328 HISTORY - Date Condition Report By FX5328 HISTORY - 1980 MONUMENTED NCGS FX5328 HISTORY - 19970104 GOOD USPSQD FX5328 FX5328 STATION DESCRIPTION FX5328 FX5328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5328'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES WEST OF GATES AND 2.8 FX5328'MILES NORTH OF RODUCO. FX5328' FX5328'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND US 158 IN FX5328'TARHEEL, PROCEED NORTHEASTERLY ALONG US 13 FOR 4.2 MILES TO SR 1202 FX5328'OFFSET CROSSROADS AND STATION IN SHOULDER OF NORTHEAST QUADRANT. FX5328' FX5328'STATION MARK IS A STANDARD DISK STAMPED---SAVAGE 1980---SET IN TOP OF FX5328'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. MARK IS FX5328'21.2 FEET EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 143.3 FEET FX5328'NORTHEAST OF CENTERLINE OF SR 1202, 144.7 FEET NORTHEAST OF CENTERLINE FX5328'INTERSECTION OF SR 1202 WITH HIGHWAY, 95.6 FEET NORTH OF TELEPHONE FX5328'PEDESTAL, 179.5 FEET SOUTHWEST OF POWER POLE WITH TRANSFORMER AND FX5328'REFERENCE TAG AND 101.6 FEET SOUTH-SOUTHEAST OF 5 INCH CHERRY WITH FX5328'REFERENCE TAG. FX5328 FX5328 STATION RECOVERY (1997) FX5328 FX5328'RECOVERY NOTE BY US POWER SQUADRON 1997 FX5328'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2738 *********************************************************************** FX2738 DESIGNATION - SEE FX2738 PID - FX2738 FX2738 STATE/COUNTY- NC/GATES FX2738 USGS QUAD - GATESVILLE (1990) FX2738 FX2738 *CURRENT SURVEY CONTROL FX2738 ___________________________________________________________________ FX2738* NAD 83(1986)- 36 26 38.93605(N) 076 52 20.30296(W) ADJUSTED FX2738* NAVD 88 - 9.681 (meters) 31.76 (feet) ADJUSTED FX2738 ___________________________________________________________________ FX2738 LAPLACE CORR- -4.82 (seconds) DEFLEC99 FX2738 GEOID HEIGHT- -35.73 (meters) GEOID03 FX2738 DYNAMIC HT - 9.673 (meters) 31.74 (feet) COMP FX2738 MODELED GRAV- 979,844.1 (mgal) NAVD 88 FX2738 FX2738 HORZ ORDER - SECOND FX2738 VERT ORDER - SECOND CLASS II FX2738 FX2738.The North Carolina HARNS have been completed but, FX2738.due to contractual restrictions, coordinates for these stations FX2738.will NOT be published in the near future. In the interim, the FX2738.published coordinates in North Carolina will not be FX2738.consistent with the Continuously Operating Reference Stations FX2738.(CORS). The HARN coordinates for these stations are available FX2738.upon request. Contact Gary Thompson(919-733-3836). FX2738. FX2738.In addition, the published North Carolina positions FX2738.(NAD 83 (1986)) are NOT consistent with those determined in FX2738.adjacent state readjustments. The discontinuity between stations FX2738.located in North Carolina and those in adjacent states FX2738.which have been adjusted to the HARN may be as much as 5 FX2738.decimeters. This will result in a significant loss of accuracy FX2738.over lines crossing such state borders. FX2738 FX2738 FX2738.The horizontal coordinates were established by classical geodetic methods FX2738.and adjusted by the National Geodetic Survey in January 1991. FX2738 FX2738.The orthometric height was determined by differential leveling FX2738.and adjusted by the National Geodetic Survey in June 1991. FX2738 FX2738.The Laplace correction was computed from DEFLEC99 derived deflections. FX2738 FX2738.The geoid height was determined by GEOID03. FX2738 FX2738.The dynamic height is computed by dividing the NAVD 88 FX2738.geopotential number by the normal gravity value computed on the FX2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2738.degrees latitude (g = 980.6199 gals.). FX2738 FX2738.The modeled gravity was interpolated from observed gravity values. FX2738 FX2738; North East Units Scale Factor Converg. FX2738;SPC NC - 300,930.184 800,362.866 MT 1.00008927 +1 13 40.9 FX2738;SPC NC - 987,301.78 2,625,857.17 sFT 1.00008927 +1 13 40.9 FX2738;UTM 18 - 4,034,841.927 332,195.900 MT 0.99994694 -1 06 44.9 FX2738 FX2738! - Elev Factor x Scale Factor = Combined Factor FX2738!SPC NC - 1.00000409 x 1.00008927 = 1.00009336 FX2738!UTM 18 - 1.00000409 x 0.99994694 = 0.99995103 FX2738 FX2738 SUPERSEDED SURVEY CONTROL FX2738 FX2738 NGVD 29 (01/18/91) 10.05 (m) 33.0 (f) LEVELING 3 FX2738 FX2738.Superseded values are not recommended for survey control. FX2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2738.See file dsdata.txt to determine how the superseded data were derived. FX2738 FX2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3219634842(NAD 83) FX2738_MARKER: DE = TRAVERSE STATION DISK FX2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2738_SP_SET: CONCRETE POST FX2738_STAMPING: SEE 1980 FX2738_MARK LOGO: NCGS FX2738_PROJECTION: RECESSED 3 CENTIMETERS FX2738_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2738+STABILITY: SURFACE MOTION FX2738 FX2738 HISTORY - Date Condition Report By FX2738 HISTORY - 1980 MONUMENTED NCGS FX2738 HISTORY - 1981 GOOD NCGS FX2738 HISTORY - 19970104 GOOD USPSQD FX2738 FX2738 STATION DESCRIPTION FX2738 FX2738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2738'STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTHWEST OF EURE AND 7.3 FX2738'MILES WEST-NORTHWEST OF GATESVILLE. FX2738' FX2738'TO REACH STATION FROM INTERSECTION OF US 13 WITH US 158 AT TARHEEL, FX2738'PROCEED SOUTHWEST ALONG US 13 FOR 1.2 MILES TO STATION ON RIGHT IN FX2738'SOUTHWEST YARD OF A TWO STORY FRAME HOUSE 0.2 MILE SOUTHWEST OF FX2738'SR 1201 AND 0.4 MILE NORTHEAST OF SR 1128. FX2738' FX2738'STATION MARK IS A STANDARD DISK STAMPED---SEE 1980---SET IN THE TOP FX2738'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 1 INCH BELOW GROUND SURFACE. FX2738'MARK IS 41.0 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 52.8 FEET FX2738'SOUTHEAST OF SOUTH CORNER OF HOUSE, 74.2 FEET SOUTH OF EAST CORNER OF FX2738'HOUSE, 19.4 FEET SOUTHEAST OF A 30 INCH CREPE MYRTLE WITH REFERENCE FX2738'TAG AND 14.7 FEET WEST OF A 40 INCH CREPE MYRTLE WITH REFERENCE TAG. FX2738 FX2738 STATION RECOVERY (1981) FX2738 FX2738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2738'3.55 MI SW FROM RODUCO. FX2738'1.2 MILES SOUTHWEST ALONG U.S. 13 - U.S. 158 FROM THEIR DIVERGENCE FX2738'AT TARHEEL, IN SOUTHWEST SIDE OF YARD OF A TWO STORY FRAME HOUSE, FX2738'0.2 MILE SOUTHWEST OF INTERSECTION WITH SR 1201, SR 1126 CROSSROADS, FX2738'AND 0.4 MILE NORTHEAST OF INTERSECTION WITH SR 1128. 41.0 FEET FX2738'NORTHWEST OF CENTERLINE OF HIGHWAY, 52.8 FEET SOUTHEAST OF SOUTH FX2738'CORNER OF HOUSE, 74.2 FEET SOUTH OF EAST CORNER OF HOUSE, 19.4 FEET FX2738'SOUTHEAST OF A 30 INCH CREPE MYRTLE WITH REFERENCE TAG AND 14.7 FEET FX2738'WEST OF A 40 INCH CREPE MYRTLE WITH REFERENCE TAG. FX2738'THE MARK IS 2 FT ABOVE HIGHWAY. FX2738 FX2738 STATION RECOVERY (1997) FX2738 FX2738'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2738'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2726 *********************************************************************** FX2726 DESIGNATION - SHORT FX2726 PID - FX2726 FX2726 STATE/COUNTY- NC/GATES FX2726 USGS QUAD - GATESVILLE (1990) FX2726 FX2726 *CURRENT SURVEY CONTROL FX2726 ___________________________________________________________________ FX2726* NAD 83(1986)- 36 26 18.36202(N) 076 46 27.11224(W) ADJUSTED FX2726* NAVD 88 - 7.615 (meters) 24.98 (feet) ADJUSTED FX2726 ___________________________________________________________________ FX2726 LAPLACE CORR- -3.81 (seconds) DEFLEC99 FX2726 GEOID HEIGHT- -35.97 (meters) GEOID03 FX2726 DYNAMIC HT - 7.609 (meters) 24.96 (feet) COMP FX2726 MODELED GRAV- 979,845.7 (mgal) NAVD 88 FX2726 FX2726 HORZ ORDER - SECOND FX2726 VERT ORDER - SECOND CLASS II FX2726 FX2726.The North Carolina HARNS have been completed but, FX2726.due to contractual restrictions, coordinates for these stations FX2726.will NOT be published in the near future. In the interim, the FX2726.published coordinates in North Carolina will not be FX2726.consistent with the Continuously Operating Reference Stations FX2726.(CORS). The HARN coordinates for these stations are available FX2726.upon request. Contact Gary Thompson(919-733-3836). FX2726. FX2726.In addition, the published North Carolina positions FX2726.(NAD 83 (1986)) are NOT consistent with those determined in FX2726.adjacent state readjustments. The discontinuity between stations FX2726.located in North Carolina and those in adjacent states FX2726.which have been adjusted to the HARN may be as much as 5 FX2726.decimeters. This will result in a significant loss of accuracy FX2726.over lines crossing such state borders. FX2726 FX2726 FX2726.The horizontal coordinates were established by classical geodetic methods FX2726.and adjusted by the National Geodetic Survey in January 1991. FX2726 FX2726.The orthometric height was determined by differential leveling FX2726.and adjusted by the National Geodetic Survey in June 1991. FX2726 FX2726.The Laplace correction was computed from DEFLEC99 derived deflections. FX2726 FX2726.The geoid height was determined by GEOID03. FX2726 FX2726.The dynamic height is computed by dividing the NAVD 88 FX2726.geopotential number by the normal gravity value computed on the FX2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2726.degrees latitude (g = 980.6199 gals.). FX2726 FX2726.The modeled gravity was interpolated from observed gravity values. FX2726 FX2726; North East Units Scale Factor Converg. FX2726;SPC NC - 300,488.984 809,171.716 MT 1.00008720 +1 17 04.8 FX2726;SPC NC - 985,854.28 2,654,757.54 sFT 1.00008720 +1 17 04.8 FX2726;UTM 18 - 4,034,041.624 340,977.998 MT 0.99991157 -1 03 14.5 FX2726 FX2726! - Elev Factor x Scale Factor = Combined Factor FX2726!SPC NC - 1.00000445 x 1.00008720 = 1.00009165 FX2726!UTM 18 - 1.00000445 x 0.99991157 = 0.99991602 FX2726 FX2726 SUPERSEDED SURVEY CONTROL FX2726 FX2726 NGVD 29 (01/18/91) 8.01 (m) 26.3 (f) LEVELING 3 FX2726 FX2726.Superseded values are not recommended for survey control. FX2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2726.See file dsdata.txt to determine how the superseded data were derived. FX2726 FX2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4097834042(NAD 83) FX2726_MARKER: DE = TRAVERSE STATION DISK FX2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2726_SP_SET: CONCRETE POST FX2726_STAMPING: SHORT 1980 FX2726_MARK LOGO: NCGS FX2726_PROJECTION: FLUSH FX2726_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2726+STABILITY: SURFACE MOTION FX2726 FX2726 HISTORY - Date Condition Report By FX2726 HISTORY - 1980 MONUMENTED NCGS FX2726 HISTORY - 1981 GOOD NCGS FX2726 HISTORY - 19970413 GOOD USPSQD FX2726 FX2726 STATION DESCRIPTION FX2726 FX2726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2726'STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF RODUCO AND FX2726'2.6 MILES NORTH-NORTHWEST OF GATESVILLE. FX2726' FX2726'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2726'ELEANORS CROSSROADS, PROCEED WEST ALONG US 158 BYPASS FOR 0.9 MILE TO FX2726'STATION ON LEFT AT JUNCTION WITH US 158 BUSINESS AND SR 1116, IN THE FX2726'SOUTH END OF A LARGE GRASS ISLAND. FX2726' FX2726'STATION MARK IS A STANDARD DISK STAMPED---SHORT 1980---SET IN TOP OF FX2726'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 76.4 FX2726'FEET SOUTHWEST OF CENTERLINE OF BYPASS, 63.6 FEET NORTH-NORTHWEST OF FX2726'CENTERLINE INTERSECTION OF SR 1116 WITH US 158 BUSINESS, 2.5 FEET FX2726'NORTHEAST OF EDGE OF WEST CURB OF ISLAND, 13.8 FEET NORTHWEST OF FX2726'CENTER OF SOUTH END OF ISLAND, 51.0 FEET WEST-SOUTHWEST OF CENTER OF FX2726'EASTERNMOST END OF SMALL ISLAND IN US 158 BUSINESS AND 127.5 FEET FX2726'SOUTHWEST OF POWER POLE WITH REFERENCE TAG. FX2726 FX2726 STATION RECOVERY (1981) FX2726 FX2726'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2726'2.6 MI NNW FROM GATESVILLE. FX2726'0.9 MILE WEST ALONG U.S. 158 BYPASS FROM THE INTERSECTION WITH N.C. FX2726'37 AT ELEANORS CROSSROADS, IN THE SOUTHERNMOST END OF A LARGE FX2726'GRASS TRAFFICE ISLAND AT THE INTERSECTION WITH U.S. 158 BUSINESS AND FX2726'SR 1116. 76.4 FEET SOUTHWEST OF CENTERLINE OF BYPASS, 63.6 FEET NORTH- FX2726'NORTHWEST OF CENTERLINE INTERSECTION U.S. 158 BUSINESS AND SR 1116, FX2726'2.5 FEET NORTHEAST OF EDGE OF WEST CURB OF TRAFFIC ISLAND, 13.8 FEET FX2726'NORTHWEST OF CENTER OF SOUTHERNMOST END OF TRAFFIC ISLAND, 51.0 FEET FX2726'WEST-SOUTHWEST OF CENTER OF EASTERNMOST END OF SMALL TRAFFIC ISLAND IN FX2726'U.S. 158 BUSINESS AND 127.5 FEET SOUTHWEST OF POWER POLE WITH FX2726'REFERENCE TAG. FX2726'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2726 FX2726 STATION RECOVERY (1997) FX2726 FX2726'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2726'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3902 *********************************************************************** FX3902 DESIGNATION - SPIKES FX3902 PID - FX3902 FX3902 STATE/COUNTY- NC/GATES FX3902 USGS QUAD - GATESVILLE (1990) FX3902 FX3902 *CURRENT SURVEY CONTROL FX3902 ___________________________________________________________________ FX3902* NAD 83(1986)- 36 22 38.42729(N) 076 50 51.81771(W) ADJUSTED FX3902* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3902 ___________________________________________________________________ FX3902 LAPLACE CORR- -4.76 (seconds) DEFLEC99 FX3902 GEOID HEIGHT- -35.80 (meters) GEOID03 FX3902 FX3902 HORZ ORDER - THIRD FX3902 FX3902.The North Carolina HARNS have been completed but, FX3902.due to contractual restrictions, coordinates for these stations FX3902.will NOT be published in the near future. In the interim, the FX3902.published coordinates in North Carolina will not be FX3902.consistent with the Continuously Operating Reference Stations FX3902.(CORS). The HARN coordinates for these stations are available FX3902.upon request. Contact Gary Thompson(919-733-3836). FX3902. FX3902.In addition, the published North Carolina positions FX3902.(NAD 83 (1986)) are NOT consistent with those determined in FX3902.adjacent state readjustments. The discontinuity between stations FX3902.located in North Carolina and those in adjacent states FX3902.which have been adjusted to the HARN may be as much as 5 FX3902.decimeters. This will result in a significant loss of accuracy FX3902.over lines crossing such state borders. FX3902 FX3902 FX3902.The horizontal coordinates were established by classical geodetic methods FX3902.and adjusted by the National Geodetic Survey in July 1986. FX3902 FX3902.The orthometric height was scaled from a topographic map. FX3902 FX3902.The Laplace correction was computed from DEFLEC99 derived deflections. FX3902 FX3902.The geoid height was determined by GEOID03. FX3902 FX3902; North East Units Scale Factor Converg. FX3902;SPC NC - 293,565.401 802,726.943 MT 1.00006561 +1 14 32.0 FX3902;SPC NC - 963,139.15 2,633,613.31 sFT 1.00006561 +1 14 32.0 FX3902;UTM 18 - 4,027,387.786 334,257.101 MT 0.99993847 -1 05 46.1 FX3902 FX3902! - Elev Factor x Scale Factor = Combined Factor FX3902!SPC NC - 1.00000567 x 1.00006561 = 1.00007128 FX3902!UTM 18 - 1.00000567 x 0.99993847 = 0.99994414 FX3902 FX3902: Primary Azimuth Mark Grid Az FX3902:SPC NC - RAY 093 23 17.8 FX3902:UTM 18 - RAY 095 43 35.9 FX3902 FX3902|---------------------------------------------------------------------| FX3902| PID Reference Object Distance Geod. Az | FX3902| dddmmss.s | FX3902| FX3901 RAY APPROX. 0.7 KM 0943749.8 | FX3902| FX5082 SPIKES WM 1 5.000 METERS 13132 | FX3902| FX3928 ROOT APPROX. 0.6 KM 1504527.5 | FX3902| FX5083 SPIKES WM 2 17.370 METERS 20921 | FX3902|---------------------------------------------------------------------| FX3902 FX3902 SUPERSEDED SURVEY CONTROL FX3902 FX3902 NAD 27 - 36 22 37.85000(N) 076 50 52.91000(W) AD( ) 3 FX3902 FX3902.Superseded values are not recommended for survey control. FX3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3902.See file dsdata.txt to determine how the superseded data were derived. FX3902 FX3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3425727388(NAD 83) FX3902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FX3902_SETTING: 0 = UNSPECIFIED SETTING FX3902 FX3902 HISTORY - Date Condition Report By FX3902 HISTORY - 1932 MONUMENTED CGS FX3902 HISTORY - 1963 POOR CGS FX3902 FX3902 STATION DESCRIPTION FX3902 FX3902'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3902'ON NORTH SIDE OF CHOWAN RIVER ON TIP OF POINT FORMED BY CHOWAN FX3902'RIVER AND SPIKES CREEK, AND ABOUT 2.2 MILES EAST OF ATLANTIC COAST FX3902'LINE RAILROAD BRIDGE AT TUNIS. STATION IS MARKED BY STANDARD FX3902'DISK IN CONCRETE. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN INTO FX3902'TRIANGLES CUT IN TREES. WITNESS MARK NO.1 IS IN 2 FOOT CYPRESS FX3902'(OUTERMOST TREE ON POINT) STANDING ABOUT 2 METERS (7 FEET) FX3902'OFFSHORE AND 5.00 METERS (16.4 FEET) FROM STATION IN BEARING S 48 FX3902'DEG 28 MIN E. WITNESS MARK NO.2 IS IN 4 FOOT CYPRESS SNAG STANDING FX3902'IN CHOWAN RIVER ABOUT 16 METERS (52 FEET) OFFSHORE AND 17.37 FX3902'METERS (57.0 FEET) FROM STATI IN BEARING S 29 DEG 21 MIN W. FX3902 FX3902 STATION RECOVERY (1963) FX3902 FX3902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3902'STATION RECOVERED IN POOR CONDITION. THE SHORE HAS ERODED AWAY FX3902'FROM THE CONCRETE MARK AND THE MARK IS NOW IN WATER ABOUT 16 FEET FX3902'FROM THE PRESENT SHORE LINE. WITNESS MARK NO.1 IS AS DESCRIBED IN FX3902'GOOD CONDITION. WITNESS MARK NO.2 COULD NOT BE IDENTIFIED. THE FX3902'OLD SLUMP DESCRIBED HAS ABOUT ROTTED AWAY AND NO TRIANGLE COULD BE FX3902'FOUND ON IT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2740 *********************************************************************** FX2740 DESIGNATION - STOP FX2740 PID - FX2740 FX2740 STATE/COUNTY- NC/GATES FX2740 USGS QUAD - WINTON (1982) FX2740 FX2740 *CURRENT SURVEY CONTROL FX2740 ___________________________________________________________________ FX2740* NAD 83(1986)- 36 26 24.18873(N) 076 52 36.93610(W) ADJUSTED FX2740* NAVD 88 - 9.053 (meters) 29.70 (feet) ADJUSTED FX2740 ___________________________________________________________________ FX2740 LAPLACE CORR- -4.90 (seconds) DEFLEC99 FX2740 GEOID HEIGHT- -35.72 (meters) GEOID03 FX2740 DYNAMIC HT - 9.046 (meters) 29.68 (feet) COMP FX2740 MODELED GRAV- 979,844.3 (mgal) NAVD 88 FX2740 FX2740 HORZ ORDER - SECOND FX2740 VERT ORDER - SECOND CLASS II FX2740 FX2740.The North Carolina HARNS have been completed but, FX2740.due to contractual restrictions, coordinates for these stations FX2740.will NOT be published in the near future. In the interim, the FX2740.published coordinates in North Carolina will not be FX2740.consistent with the Continuously Operating Reference Stations FX2740.(CORS). The HARN coordinates for these stations are available FX2740.upon request. Contact Gary Thompson(919-733-3836). FX2740. FX2740.In addition, the published North Carolina positions FX2740.(NAD 83 (1986)) are NOT consistent with those determined in FX2740.adjacent state readjustments. The discontinuity between stations FX2740.located in North Carolina and those in adjacent states FX2740.which have been adjusted to the HARN may be as much as 5 FX2740.decimeters. This will result in a significant loss of accuracy FX2740.over lines crossing such state borders. FX2740 FX2740 FX2740.The horizontal coordinates were established by classical geodetic methods FX2740.and adjusted by the National Geodetic Survey in January 1991. FX2740 FX2740.The orthometric height was determined by differential leveling FX2740.and adjusted by the National Geodetic Survey in June 1991. FX2740 FX2740.The Laplace correction was computed from DEFLEC99 derived deflections. FX2740 FX2740.The geoid height was determined by GEOID03. FX2740 FX2740.The dynamic height is computed by dividing the NAVD 88 FX2740.geopotential number by the normal gravity value computed on the FX2740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2740.degrees latitude (g = 980.6199 gals.). FX2740 FX2740.The modeled gravity was interpolated from observed gravity values. FX2740 FX2740; North East Units Scale Factor Converg. FX2740;SPC NC - 300,466.804 799,958.410 MT 1.00008778 +1 13 31.3 FX2740;SPC NC - 985,781.51 2,624,530.22 sFT 1.00008778 +1 13 31.3 FX2740;UTM 18 - 4,034,395.514 331,772.917 MT 0.99994869 -1 06 54.4 FX2740 FX2740! - Elev Factor x Scale Factor = Combined Factor FX2740!SPC NC - 1.00000419 x 1.00008778 = 1.00009197 FX2740!UTM 18 - 1.00000419 x 0.99994869 = 0.99995288 FX2740 FX2740 SUPERSEDED SURVEY CONTROL FX2740 FX2740 NGVD 29 (01/18/91) 9.42 (m) 30.9 (f) LEVELING 3 FX2740 FX2740.Superseded values are not recommended for survey control. FX2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2740.See file dsdata.txt to determine how the superseded data were derived. FX2740 FX2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3177334396(NAD 83) FX2740_MARKER: DE = TRAVERSE STATION DISK FX2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2740_SP_SET: CONCRETE POST FX2740_STAMPING: STOP 1980 FX2740_MARK LOGO: NCGS FX2740_PROJECTION: RECESSED 13 CENTIMETERS FX2740_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2740+STABILITY: SURFACE MOTION FX2740 FX2740 HISTORY - Date Condition Report By FX2740 HISTORY - 1980 MONUMENTED NCGS FX2740 HISTORY - 1981 GOOD NCGS FX2740 HISTORY - 19970104 MARK NOT FOUND USPSQD FX2740 FX2740 STATION DESCRIPTION FX2740 FX2740'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2740'STATION IS LOCATED APPROXIMATELY 1.6 MILES WEST-NORTHWEST OF EURE AND FX2740'7.3 MILES WEST-NORTHWEST OF GATESVILLE. FX2740' FX2740'TO REACH STATION FROM INTERSECTION OF US 13 WITH US 158 AT TARHEEL, FX2740'PROCEED SOUTHWEST ALONG US 13 FOR 1.55 MILES TO SR 1128 AND STATION FX2740'ON LEFT. FX2740' FX2740'STATION MARK IS A STANDARD DISK STAMPED---STOP 1980---SET IN THE TOP FX2740'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 5 INCHES BELOW GROUND FX2740'SURFACE. MARK IS 57.4 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, FX2740'17.1 FEET EAST OF CENTERLINE OF SR 1128, 30.3 FEET SOUTH OF SOUTHEAST FX2740'END OF HIGHWAY CULVERT AND 2.2 FEET NORTHWEST OF WITNESS POST. FX2740 FX2740 STATION RECOVERY (1981) FX2740 FX2740'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2740'3.8 MI SW FROM RODUCO. FX2740'1.55 MILES SOUTHWEST ALONG U.S. 13-U.S. 158 FROM THEIR DIVERGENCE FX2740'AT TARHEEL, IN THE EAST QUADRANT OF THE INTERSECTION WITH SR 1128. FX2740'57.4 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 17.1 FEET EAST OF FX2740'CENTERLINE OF ROAD, AND 30.3 FEET SOUTH OF SOUTHEAST END OF CULVERT FX2740'UNDER HIGHWAY. FX2740'THE MARK IS 2.2 FT NW FROM A WITNESS POST. FX2740'THE MARK IS 1 FT BELOW HIGHWAY. FX2740 FX2740 STATION RECOVERY (1997) FX2740 FX2740'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2740'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3811 *********************************************************************** FX3811 DESIGNATION - STUMP FX3811 PID - FX3811 FX3811 STATE/COUNTY- NC/GATES FX3811 USGS QUAD - MINTONSVILLE (1982) FX3811 FX3811 *CURRENT SURVEY CONTROL FX3811 ___________________________________________________________________ FX3811* NAD 83(1986)- 36 18 46.18242(N) 076 42 59.85199(W) ADJUSTED FX3811* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3811 ___________________________________________________________________ FX3811 LAPLACE CORR- -4.33 (seconds) DEFLEC99 FX3811 GEOID HEIGHT- -36.19 (meters) GEOID03 FX3811 FX3811 HORZ ORDER - THIRD FX3811 FX3811.The North Carolina HARNS have been completed but, FX3811.due to contractual restrictions, coordinates for these stations FX3811.will NOT be published in the near future. In the interim, the FX3811.published coordinates in North Carolina will not be FX3811.consistent with the Continuously Operating Reference Stations FX3811.(CORS). The HARN coordinates for these stations are available FX3811.upon request. Contact Gary Thompson(919-733-3836). FX3811. FX3811.In addition, the published North Carolina positions FX3811.(NAD 83 (1986)) are NOT consistent with those determined in FX3811.adjacent state readjustments. The discontinuity between stations FX3811.located in North Carolina and those in adjacent states FX3811.which have been adjusted to the HARN may be as much as 5 FX3811.decimeters. This will result in a significant loss of accuracy FX3811.over lines crossing such state borders. FX3811 FX3811 FX3811.The horizontal coordinates were established by classical geodetic methods FX3811.and adjusted by the National Geodetic Survey in July 1986. FX3811 FX3811.The orthometric height was scaled from a topographic map. FX3811 FX3811.The Laplace correction was computed from DEFLEC99 derived deflections. FX3811 FX3811.The geoid height was determined by GEOID03. FX3811 FX3811; North East Units Scale Factor Converg. FX3811;SPC NC - 286,671.070 814,653.467 MT 1.00004407 +1 19 04.4 FX3811;SPC NC - 940,520.00 2,672,742.25 sFT 1.00004407 +1 19 04.4 FX3811;UTM 18 - 4,020,013.991 345,891.017 MT 0.99989262 -1 01 00.4 FX3811 FX3811! - Elev Factor x Scale Factor = Combined Factor FX3811!SPC NC - 1.00000573 x 1.00004407 = 1.00004980 FX3811!UTM 18 - 1.00000573 x 0.99989262 = 0.99989835 FX3811 FX3811: Primary Azimuth Mark Grid Az FX3811:SPC NC - BEAK LIGHT 139 18 29.2 FX3811:UTM 18 - BEAK LIGHT 141 38 34.0 FX3811 FX3811|---------------------------------------------------------------------| FX3811| PID Reference Object Distance Geod. Az | FX3811| dddmmss.s | FX3811| FX3798 BEAK LIGHT APPROX. 2.6 KM 1403733.6 | FX3811| FX5100 STUMP RM 1 23.170 METERS 30128 | FX3811| FX5101 STUMP RM 2 11.340 METERS 35531 | FX3811|---------------------------------------------------------------------| FX3811 FX3811 SUPERSEDED SURVEY CONTROL FX3811 FX3811 NAD 27 - 36 18 45.62100(N) 076 43 01.01000(W) AD( ) 3 FX3811 FX3811.Superseded values are not recommended for survey control. FX3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3811.See file dsdata.txt to determine how the superseded data were derived. FX3811 FX3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4589120014(NAD 83) FX3811_MARKER: S = SPIKE FX3811_SETTING: 0 = UNSPECIFIED SETTING FX3811 FX3811 HISTORY - Date Condition Report By FX3811 HISTORY - 1932 MONUMENTED CGS FX3811 HISTORY - 1963 POOR CGS FX3811 FX3811 STATION DESCRIPTION FX3811 FX3811'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3811'ON NORTHEAST SHORE OF CHOWAN RIVER, DIRECTLY ACROSS RIVER FROM FX3811'MOUTH OF TAYLOR POND, ON THE REMAINS OF LARGE CYPRESS STUMP IN FX3811'WATER 4 METERS (13 FEET) FROM SHORE LINE, AND 20 METERS INSHORE FX3811'FROM LARGE LONE CYPRESS IN WATER. STATION IS MARKED BY A RAILROAD FX3811'SPIKE DRIVEN FLUSH INTO STUMP. REFERENCE MARK NO.1 IS A RAILROAD FX3811'SPIKE IN TRIANGULAR BLAZE ON GIANT CYPRESS IN WATER 20 METERS (66 FX3811'FEET) OFFSHORE AND IS 23.17 METERS (76.0 FEET) FROM STATION IN FX3811'BEARING N 58 DEG 32 MIN W. REFERENCE MARK NO.2 IS RAILROAD SPIKE FX3811'IN TRIANGULAR BLAZE ON WEST SIDE OF GIANT CYPRESS AT WATER EDGE FX3811'JUST INSHORE FROM STATION AND IS 11.34 METERS (37.2 FEET) FROM FX3811'STATION IN BEARING N 4 DEG 29 MIN W. FX3811 FX3811 STATION RECOVERY (1963) FX3811 FX3811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3811'STATION RECOVERED AS DESCRIBED BUT THE SPIKE IS NOW LOOSE IN THE FX3811'OLD STUMP WHICH HAS ABOUT ROTTED AWAY. BOTH RM 1 AND RM 2 FX3811'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2737 *********************************************************************** FX2737 DESIGNATION - SUN FX2737 PID - FX2737 FX2737 STATE/COUNTY- NC/GATES FX2737 USGS QUAD - GATESVILLE (1990) FX2737 FX2737 *CURRENT SURVEY CONTROL FX2737 ___________________________________________________________________ FX2737* NAD 83(1986)- 36 26 46.70812(N) 076 52 10.64663(W) ADJUSTED FX2737* NAVD 88 - 9.115 (meters) 29.90 (feet) ADJUSTED FX2737 ___________________________________________________________________ FX2737 LAPLACE CORR- -4.77 (seconds) DEFLEC99 FX2737 GEOID HEIGHT- -35.74 (meters) GEOID03 FX2737 DYNAMIC HT - 9.108 (meters) 29.88 (feet) COMP FX2737 MODELED GRAV- 979,843.9 (mgal) NAVD 88 FX2737 FX2737 HORZ ORDER - SECOND FX2737 VERT ORDER - SECOND CLASS II FX2737 FX2737.The North Carolina HARNS have been completed but, FX2737.due to contractual restrictions, coordinates for these stations FX2737.will NOT be published in the near future. In the interim, the FX2737.published coordinates in North Carolina will not be FX2737.consistent with the Continuously Operating Reference Stations FX2737.(CORS). The HARN coordinates for these stations are available FX2737.upon request. Contact Gary Thompson(919-733-3836). FX2737. FX2737.In addition, the published North Carolina positions FX2737.(NAD 83 (1986)) are NOT consistent with those determined in FX2737.adjacent state readjustments. The discontinuity between stations FX2737.located in North Carolina and those in adjacent states FX2737.which have been adjusted to the HARN may be as much as 5 FX2737.decimeters. This will result in a significant loss of accuracy FX2737.over lines crossing such state borders. FX2737 FX2737 FX2737.The horizontal coordinates were established by classical geodetic methods FX2737.and adjusted by the National Geodetic Survey in January 1991. FX2737 FX2737.The orthometric height was determined by differential leveling FX2737.and adjusted by the National Geodetic Survey in June 1991. FX2737 FX2737.The Laplace correction was computed from DEFLEC99 derived deflections. FX2737 FX2737.The geoid height was determined by GEOID03. FX2737 FX2737.The dynamic height is computed by dividing the NAVD 88 FX2737.geopotential number by the normal gravity value computed on the FX2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2737.degrees latitude (g = 980.6199 gals.). FX2737 FX2737.The modeled gravity was interpolated from observed gravity values. FX2737 FX2737; North East Units Scale Factor Converg. FX2737;SPC NC - 301,174.876 800,598.175 MT 1.00009006 +1 13 46.5 FX2737;SPC NC - 988,104.57 2,626,629.18 sFT 1.00009006 +1 13 46.5 FX2737;UTM 18 - 4,035,076.772 332,440.970 MT 0.99994592 -1 06 39.4 FX2737 FX2737! - Elev Factor x Scale Factor = Combined Factor FX2737!SPC NC - 1.00000418 x 1.00009006 = 1.00009424 FX2737!UTM 18 - 1.00000418 x 0.99994592 = 0.99995010 FX2737 FX2737 SUPERSEDED SURVEY CONTROL FX2737 FX2737 NGVD 29 (01/18/91) 9.49 (m) 31.1 (f) LEVELING 3 FX2737 FX2737.Superseded values are not recommended for survey control. FX2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2737.See file dsdata.txt to determine how the superseded data were derived. FX2737 FX2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3244135077(NAD 83) FX2737_MARKER: DE = TRAVERSE STATION DISK FX2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2737_SP_SET: CONCRETE POST FX2737_STAMPING: SUN 1980 FX2737_MARK LOGO: NCGS FX2737_PROJECTION: RECESSED 3 CENTIMETERS FX2737_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2737+STABILITY: SURFACE MOTION FX2737 FX2737 HISTORY - Date Condition Report By FX2737 HISTORY - 1980 MONUMENTED NCGS FX2737 HISTORY - 1981 GOOD NCGS FX2737 HISTORY - 19970104 MARK NOT FOUND USPSQD FX2737 FX2737 STATION DESCRIPTION FX2737 FX2737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2737'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF EURE AND FX2737'7.2 MILES WEST-NORTHWEST OF GATESVILLE. FX2737' FX2737'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH US 158 AT FX2737'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 1.0 MILE TO SR 1201 AND FX2737'SR 1126 CROSSROADS AND STATION IN RIGHT SHOULDER. FX2737' FX2737'STATION MARK IS A STANDARD DISK STAMPED---SUN 1980---SET IN TOP OF A FX2737'10 INCH CONCRETE MONUMENT 5 INCHES BELOW GROUND SURFACE. MARK IS 23.7 FX2737'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 38.5 FEET SOUTHWEST OF FX2737'CENTERLINE OF SR 1201, 46.7 FEET SOUTHEAST OF TELEPHONE POST WITH FX2737'REFERENCE TAG AND 47.0 FEET SOUTHEAST OF LARGER OF TWO PEDESTALS. FX2737 FX2737 STATION RECOVERY (1981) FX2737 FX2737'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2737'3.35 MI SW FROM RODUCO. FX2737'1.0 MILE SOUTHWEST ALONG U.S. 158 - U.S. 13 FROM THEIR DIVERGENCE AT FX2737'TARHEEL IN WEST QUADRANT OF SR 1201, SR 1126 AND US 13 CROSSROADS, FX2737'23.7 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 38.5 FEET SOUTHWEST OF FX2737'CENTERLINE OF ROAD, 46.7 FEET SOUTHEAST OF TELEPHONE PEDESTAL POST FX2737'WITH REFERENCE TAG AND 47.0 FEET SOUTHEAST OF LARGEST OF TWO FX2737'PEDESTALS. FX2737'THE MARK IS 1 FT BELOW HIGHWAY. FX2737 FX2737 STATION RECOVERY (1997) FX2737 FX2737'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2737'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2703 *********************************************************************** FX2703 DESIGNATION - SUNBURY FX2703 PID - FX2703 FX2703 STATE/COUNTY- NC/GATES FX2703 USGS QUAD - SUNBURY (1981) FX2703 FX2703 *CURRENT SURVEY CONTROL FX2703 ___________________________________________________________________ FX2703* NAD 83(1986)- 36 26 28.32649(N) 076 36 42.33125(W) ADJUSTED FX2703* NAVD 88 - 10.185 (meters) 33.42 (feet) ADJUSTED FX2703 ___________________________________________________________________ FX2703 LAPLACE CORR- -3.66 (seconds) DEFLEC99 FX2703 GEOID HEIGHT- -36.32 (meters) GEOID03 FX2703 DYNAMIC HT - 10.177 (meters) 33.39 (feet) COMP FX2703 MODELED GRAV- 979,847.7 (mgal) NAVD 88 FX2703 FX2703 HORZ ORDER - SECOND FX2703 VERT ORDER - SECOND CLASS II FX2703 FX2703.The North Carolina HARNS have been completed but, FX2703.due to contractual restrictions, coordinates for these stations FX2703.will NOT be published in the near future. In the interim, the FX2703.published coordinates in North Carolina will not be FX2703.consistent with the Continuously Operating Reference Stations FX2703.(CORS). The HARN coordinates for these stations are available FX2703.upon request. Contact Gary Thompson(919-733-3836). FX2703. FX2703.In addition, the published North Carolina positions FX2703.(NAD 83 (1986)) are NOT consistent with those determined in FX2703.adjacent state readjustments. The discontinuity between stations FX2703.located in North Carolina and those in adjacent states FX2703.which have been adjusted to the HARN may be as much as 5 FX2703.decimeters. This will result in a significant loss of accuracy FX2703.over lines crossing such state borders. FX2703 FX2703 FX2703.The horizontal coordinates were established by classical geodetic methods FX2703.and adjusted by the National Geodetic Survey in January 1991. FX2703 FX2703.The orthometric height was determined by differential leveling FX2703.and adjusted by the National Geodetic Survey in June 1991. FX2703 FX2703.The Laplace correction was computed from DEFLEC99 derived deflections. FX2703 FX2703.The geoid height was determined by GEOID03. FX2703 FX2703.The dynamic height is computed by dividing the NAVD 88 FX2703.geopotential number by the normal gravity value computed on the FX2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2703.degrees latitude (g = 980.6199 gals.). FX2703 FX2703.The modeled gravity was interpolated from observed gravity values. FX2703 FX2703; North East Units Scale Factor Converg. FX2703;SPC NC - 301,134.547 823,726.278 MT 1.00008820 +1 22 42.3 FX2703;SPC NC - 987,972.26 2,702,508.63 sFT 1.00008820 +1 22 42.3 FX2703;UTM 18 - 4,034,093.064 355,543.810 MT 0.99985710 -0 57 27.2 FX2703 FX2703! - Elev Factor x Scale Factor = Combined Factor FX2703!SPC NC - 1.00000410 x 1.00008820 = 1.00009230 FX2703!UTM 18 - 1.00000410 x 0.99985710 = 0.99986120 FX2703 FX2703 SUPERSEDED SURVEY CONTROL FX2703 FX2703 NGVD 29 (01/18/91) 10.52 (m) 34.5 (f) LEVELING 3 FX2703 FX2703.Superseded values are not recommended for survey control. FX2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2703.See file dsdata.txt to determine how the superseded data were derived. FX2703 FX2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5554434093(NAD 83) FX2703_MARKER: DE = TRAVERSE STATION DISK FX2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2703_SP_SET: CONCRETE POST FX2703_STAMPING: SUNBURY 1980 FX2703_MARK LOGO: NCGS FX2703_PROJECTION: FLUSH FX2703_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2703+STABILITY: SURFACE MOTION FX2703 FX2703 HISTORY - Date Condition Report By FX2703 HISTORY - 1980 MONUMENTED NCGS FX2703 HISTORY - 1980 GOOD NCGS FX2703 HISTORY - 19970413 GOOD USPSQD FX2703 FX2703 STATION DESCRIPTION FX2703 FX2703'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2703'THE STATION IS LOCATED IN SUNBURY ALONG US 158, APPROXIMATELY 0.1 MILE FX2703'EAST OF THE POST OFFICE, 0.05 MILE WEST OF NC 32 CROSSROAD AND ACROSS FX2703'HIGHWAY FROM THE FIRE STATION. FX2703' FX2703'STATION MARK IS A STANDARD DISK STAMPED---SUNBURY 1980---SET IN TOP OF FX2703'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 21.1 FX2703'FEET SOUTH OF CENTERLINE OF HIGHWAY, 3.2 FEET NORTH OF BOARD FENCE, FX2703'52.3 FEET SOUTH OF FIRE HYDRANT, 63.2 FEET SOUTHEAST OF SOUTHEAST FX2703'CORNER OF FIRE STATION, 90.3 FEET EAST OF POWER POLE (S42A) WITH FX2703'REFERENCE TAG AND 47.2 FEET EAST OF NORTHWEST CORNER OF FENCE. FX2703 FX2703 STATION RECOVERY (1980) FX2703 FX2703'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2703'IN SUNBURY. FX2703'0.05 MILE WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32, FX2703'HIGHWAY FROM THE FIRE STATION AND 0.1 MILE EAST OF THE POST OFFICE. FX2703'21.1 FEET SOUTH OF CENTERLINE OF HIGHWAY, 3.2 FEET NORTH OF BOARD FX2703'FENCE, 47.2 FEET EAST OF NORTHWEST CORNER OF FENCE, 52.3 FEET SOUTH FX2703'OF FIRE HYDRANT, 63.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF FIRE FX2703'STATION AND 90.3 FEET EAST OF POWER POLE (S 42 S) WITH REFERENCE TAG. FX2703'THE MARK IS 1 FT BELOW HIGHWAY. FX2703 FX2703 STATION RECOVERY (1997) FX2703 FX2703'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2703'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3812 *********************************************************************** FX3812 DESIGNATION - SWAMP FX3812 PID - FX3812 FX3812 STATE/COUNTY- NC/GATES FX3812 USGS QUAD - MINTONSVILLE (1982) FX3812 FX3812 *CURRENT SURVEY CONTROL FX3812 ___________________________________________________________________ FX3812* NAD 83(1986)- 36 19 29.30944(N) 076 44 00.29236(W) ADJUSTED FX3812* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3812 ___________________________________________________________________ FX3812 LAPLACE CORR- -4.53 (seconds) DEFLEC99 FX3812 GEOID HEIGHT- -36.14 (meters) GEOID03 FX3812 FX3812 HORZ ORDER - THIRD FX3812 FX3812.The North Carolina HARNS have been completed but, FX3812.due to contractual restrictions, coordinates for these stations FX3812.will NOT be published in the near future. In the interim, the FX3812.published coordinates in North Carolina will not be FX3812.consistent with the Continuously Operating Reference Stations FX3812.(CORS). The HARN coordinates for these stations are available FX3812.upon request. Contact Gary Thompson(919-733-3836). FX3812. FX3812.In addition, the published North Carolina positions FX3812.(NAD 83 (1986)) are NOT consistent with those determined in FX3812.adjacent state readjustments. The discontinuity between stations FX3812.located in North Carolina and those in adjacent states FX3812.which have been adjusted to the HARN may be as much as 5 FX3812.decimeters. This will result in a significant loss of accuracy FX3812.over lines crossing such state borders. FX3812 FX3812 FX3812.The horizontal coordinates were established by classical geodetic methods FX3812.and adjusted by the National Geodetic Survey in July 1986. FX3812 FX3812.The orthometric height was scaled from a topographic map. FX3812 FX3812.The Laplace correction was computed from DEFLEC99 derived deflections. FX3812 FX3812.The geoid height was determined by GEOID03. FX3812 FX3812; North East Units Scale Factor Converg. FX3812;SPC NC - 287,965.562 813,115.690 MT 1.00004798 +1 18 29.5 FX3812;SPC NC - 944,767.01 2,667,697.06 sFT 1.00004798 +1 18 29.5 FX3812;UTM 18 - 4,021,369.855 344,407.479 MT 0.99989828 -1 01 37.3 FX3812 FX3812! - Elev Factor x Scale Factor = Combined Factor FX3812!SPC NC - 1.00000573 x 1.00004798 = 1.00005371 FX3812!UTM 18 - 1.00000573 x 0.99989828 = 0.99990400 FX3812 FX3812: Primary Azimuth Mark Grid Az FX3812:SPC NC - STUMP 130 05 25.3 FX3812:UTM 18 - STUMP 132 25 32.1 FX3812 FX3812|---------------------------------------------------------------------| FX3812| PID Reference Object Distance Geod. Az | FX3812| dddmmss.s | FX3812| FX5110 SWAMP RM 2 1.320 METERS 03114 | FX3812| FX3811 STUMP APPROX. 2.0 KM 1312354.8 | FX3812| FX5109 SWAMP RM 1 10.360 METERS 30015 | FX3812|---------------------------------------------------------------------| FX3812 FX3812 SUPERSEDED SURVEY CONTROL FX3812 FX3812 NAD 27 - 36 19 28.76800(N) 076 44 01.46600(W) AD( ) 3 FX3812 FX3812.Superseded values are not recommended for survey control. FX3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3812.See file dsdata.txt to determine how the superseded data were derived. FX3812 FX3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4440721370(NAD 83) FX3812_MARKER: I = METAL ROD FX3812_SETTING: 0 = UNSPECIFIED SETTING FX3812 FX3812 HISTORY - Date Condition Report By FX3812 HISTORY - 1932 MONUMENTED CGS FX3812 HISTORY - 1963 MARK NOT FOUND CGS FX3812 FX3812 STATION DESCRIPTION FX3812 FX3812'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3812'ON SOUTH EDGE OF PROMINENT POINT ON NORTHEAST SHORE OF CHOWAN FX3812'RIVER, ABOUT 0.7 MILE NORTH OF MOUNT PLEASANT WHARF. IT IS ABOUT FX3812'65 FEET INSHORE FROM A LONE STUBBY CYPRESS TREE IN WATER AND 4 FX3812'FEET OFFSHORE FROM AND AMONGST THE KNEES OF LARGE CYPRESS FX3812'STANDING IN WATER 11 METERS (36 FEET) OFFSHORE. STATION IS FX3812'MARKED BY A 5 FOOT LENGTH OF 2 INCH GALVANIZED IRON PIPE DRIVEN TO FX3812'WITHIN 1 FOOT OF SURFACE OF WATER. REFERENCE MARK NO.1 IS RAILROAD FX3812'SPIKE IN TRIANGULAR BLAZE ON SOUTH SIDE OF LARGE CYPRESS AND 10.36 FX3812'METERS (34.0 FEET) FROM STATION IN BEARING N 59 DEG 44 MIN W. FX3812'REFERENCE MARK NO.2 IS RAILROAD SPIKE IN TRIANGULAR BLAZE ON WEST FX3812'SIDE OF CYPRESS STANDING JUST INSHORE FROM STATION AND 1.32 METERS FX3812'(4.3 FEET) FROM STATION IN BEARING N 31 DEG 15 MIN E. FX3812 FX3812 STATION RECOVERY (1963) FX3812 FX3812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3812'STATION SEARCHED FOR BUT NOT RECOVERED. IT IS BELIEVED LOST DUE FX3812'TO EROSION. REFERENCE MARK NO.1 IS RECOVERED IN GOOD CONDITION FX3812'AND ALSO REFERENCE MARK NO.2 WAS RECOVERED IN GOOD CONDITION. FX3812'BOTH OF THESE REFERENCE MARKS ARE REALLY JUST WITNESS MARKS AND FX3812'ARE SPIKES IN THE CENTER OF TRIANGLES IN TREES AS DESCRIBED. FX3812'MEASUREMENTS FROM THESE POINTS SHOWED ONLY WATER, THE STUBBY FX3812'CYPRESS MENTIONED IN THE ORIGINAL DESCRIPTION IS THE CYPRESS FX3812'FURTHEREST OFFSHORE AT THE POINT AND ABOUT 100 YDS. N. OF CHANNEL FX3812'MARKER NO 16. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2718 *********************************************************************** FX2718 DESIGNATION - SYCAMORE FX2718 PID - FX2718 FX2718 STATE/COUNTY- NC/GATES FX2718 USGS QUAD - MERCHANTS MILLPOND (1981) FX2718 FX2718 *CURRENT SURVEY CONTROL FX2718 ___________________________________________________________________ FX2718* NAD 83(1986)- 36 26 52.29458(N) 076 42 14.29101(W) ADJUSTED FX2718* NAVD 88 - 10.509 (meters) 34.48 (feet) ADJUSTED FX2718 ___________________________________________________________________ FX2718 LAPLACE CORR- -3.94 (seconds) DEFLEC99 FX2718 GEOID HEIGHT- -36.12 (meters) GEOID03 FX2718 DYNAMIC HT - 10.501 (meters) 34.45 (feet) COMP FX2718 MODELED GRAV- 979,846.7 (mgal) NAVD 88 FX2718 FX2718 HORZ ORDER - SECOND FX2718 VERT ORDER - SECOND CLASS II FX2718 FX2718.The North Carolina HARNS have been completed but, FX2718.due to contractual restrictions, coordinates for these stations FX2718.will NOT be published in the near future. In the interim, the FX2718.published coordinates in North Carolina will not be FX2718.consistent with the Continuously Operating Reference Stations FX2718.(CORS). The HARN coordinates for these stations are available FX2718.upon request. Contact Gary Thompson(919-733-3836). FX2718. FX2718.In addition, the published North Carolina positions FX2718.(NAD 83 (1986)) are NOT consistent with those determined in FX2718.adjacent state readjustments. The discontinuity between stations FX2718.located in North Carolina and those in adjacent states FX2718.which have been adjusted to the HARN may be as much as 5 FX2718.decimeters. This will result in a significant loss of accuracy FX2718.over lines crossing such state borders. FX2718 FX2718 FX2718.The horizontal coordinates were established by classical geodetic methods FX2718.and adjusted by the National Geodetic Survey in January 1991. FX2718 FX2718.The orthometric height was determined by differential leveling FX2718.and adjusted by the National Geodetic Survey in June 1991. FX2718 FX2718.The Laplace correction was computed from DEFLEC99 derived deflections. FX2718 FX2718.The geoid height was determined by GEOID03. FX2718 FX2718.The dynamic height is computed by dividing the NAVD 88 FX2718.geopotential number by the normal gravity value computed on the FX2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2718.degrees latitude (g = 980.6199 gals.). FX2718 FX2718.The modeled gravity was interpolated from observed gravity values. FX2718 FX2718; North East Units Scale Factor Converg. FX2718;SPC NC - 301,678.154 815,443.231 MT 1.00009063 +1 19 30.7 FX2718;SPC NC - 989,755.74 2,675,333.33 sFT 1.00009063 +1 19 30.7 FX2718;UTM 18 - 4,034,973.763 347,291.611 MT 0.99988732 -1 00 45.0 FX2718 FX2718! - Elev Factor x Scale Factor = Combined Factor FX2718!SPC NC - 1.00000402 x 1.00009063 = 1.00009465 FX2718!UTM 18 - 1.00000402 x 0.99988732 = 0.99989134 FX2718 FX2718 SUPERSEDED SURVEY CONTROL FX2718 FX2718 NGVD 29 (01/18/91) 10.88 (m) 35.7 (f) LEVELING 3 FX2718 FX2718.Superseded values are not recommended for survey control. FX2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2718.See file dsdata.txt to determine how the superseded data were derived. FX2718 FX2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4729234974(NAD 83) FX2718_MARKER: DH = HORIZONTAL CONTROL DISK FX2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2718_SP_SET: CONCRETE POST FX2718_STAMPING: SYCAMORE 1980 FX2718_MARK LOGO: NCGS FX2718_PROJECTION: FLUSH FX2718_MAGNETIC: N = NO MAGNETIC MATERIAL FX2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2718+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994 FX2718 FX2718 HISTORY - Date Condition Report By FX2718 HISTORY - 1980 MONUMENTED NCGS FX2718 HISTORY - 1981 GOOD NCGS FX2718 HISTORY - 19940201 GOOD NCGS FX2718 HISTORY - 19970413 GOOD USPSQD FX2718 FX2718 STATION DESCRIPTION FX2718 FX2718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2718'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF GATESVILLE FX2718'AND 6.2 MILES EAST-SOUTHEAST OF RODUCO. FX2718' FX2718'TO REACH STATION FROM INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2718'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 3.3 MILES TO FX2718'STATION ON LEFT AT THE SOUTH END OF THE SIDEWALK TO SYCAMORE HILL FX2718'A.M.E.Z. CHURCH, AND 0.3 MILE WEST OF SR 1300 AND SR 1403 AT EASONS FX2718'CROSSROADS. FX2718' FX2718'STATION MARK IS A STANDARD DISK STAMPED---SYCAMORE 1980---SET IN TOP FX2718'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS FX2718'27.0 FEET NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 77.5 FEET WEST- FX2718'SOUTHWEST OF CENTERLINE OF EAST DRIVEWAY, 79.8 FEET SOUTH OF SOUTHEAST FX2718'CORNER OF CHURCH AND 72.4 FEET SOUTHEAST OF SOUTHWEST CORNER, 62.0 FX2718'FEET WEST-SOUTHWEST OF TELEPHONE POLE (83CH60) WITH REFERENCE TAG, FX2718'93.6 FEET EAST-NORTHEAST OF 8 INCH MAPLE WITH REFERENCE TAG AND 140.2 FX2718'FEET EAST OF SOUTHEAST LEG OF CHESAPEAKE FIRE TOWER. FX2718 FX2718 STATION RECOVERY (1981) FX2718 FX2718'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2718'4.0 MI NE FROM GATESVILLE. FX2718'3.3 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2718'ELEANORS CROSSROADS. AT SOUTH END OF CONCRETE WALK OF SYCAMORE HILL FX2718'A.M.E. ZION CHURCH, ABOUT 150 FEET EAST OF CHESAPEAKE FIRE TOWER, AND FX2718'0.3 MILE WEST OF SR 1300 AND SR 1403 CROSSROADS AT EASONS CROSSROADS. FX2718'27.0 FEET NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 77.5 FEET FX2718'WEST-SOUTHWEST OF CENTERLINE OF EASTERNMOST DRIVE TO CHURCH, 79.8 FX2718'FEET SOUTH OF SOUTHEAST CORNER OF CHURCH, 72.4 FEET SOUTHEAST OF FX2718'SOUTHWEST CORNER OF CHURCH, 140.2 FEET EAST OF SOUTHEAST LEG OF FX2718'FIRE TOWER, 62.0 FEET WEST-SOUTHWEST OF TELEPHONE POLE 83CH60 WITH FX2718'REFERENCE TAG AND 93.6 FEET EAST-NORTHEAST OF 8 INCH MAPLE WITH FX2718'REFERENCE TAG. FX2718'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2718 FX2718 STATION RECOVERY (1994) FX2718 FX2718'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2718'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. FX2718'MARK IS ABOUT LEVEL WITH THE ROAD, AND IS FLUSH WITH THE GROUND. FX2718'LOCATED 80 FT (24.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF FX2718'BRICK CHURCH, 78.1 FT (23.8 M) WEST-SOUTHWEST OF THE CENTER OF EAST FX2718'DRIVE, 62.2 FT (19.0 M) WEST-SOUTHWEST OF A POWER POLE WITH REFERENCE FX2718'TAG, 94.1 FT (28.7 M) EAST-NORTHEAST OF A 9-INCH MAPLE WITH REFERENCE FX2718'TAG, 139.9 FT (42.6 M) EAST OF THE SOUTHEAST LEG OF FIRE TOWER. FX2718 FX2718 STATION RECOVERY (1997) FX2718 FX2718'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2718'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2734 *********************************************************************** FX2734 DESIGNATION - TARHEEL FX2734 PID - FX2734 FX2734 STATE/COUNTY- NC/GATES FX2734 USGS QUAD - GATESVILLE (1990) FX2734 FX2734 *CURRENT SURVEY CONTROL FX2734 ___________________________________________________________________ FX2734* NAD 83(1986)- 36 27 24.36692(N) 076 51 23.19229(W) ADJUSTED FX2734* NAVD 88 - 11.929 (meters) 39.14 (feet) ADJUSTED FX2734 ___________________________________________________________________ FX2734 LAPLACE CORR- -4.49 (seconds) DEFLEC99 FX2734 GEOID HEIGHT- -35.78 (meters) GEOID03 FX2734 DYNAMIC HT - 11.920 (meters) 39.11 (feet) COMP FX2734 MODELED GRAV- 979,843.4 (mgal) NAVD 88 FX2734 FX2734 HORZ ORDER - SECOND FX2734 VERT ORDER - SECOND CLASS II FX2734 FX2734.The North Carolina HARNS have been completed but, FX2734.due to contractual restrictions, coordinates for these stations FX2734.will NOT be published in the near future. In the interim, the FX2734.published coordinates in North Carolina will not be FX2734.consistent with the Continuously Operating Reference Stations FX2734.(CORS). The HARN coordinates for these stations are available FX2734.upon request. Contact Gary Thompson(919-733-3836). FX2734. FX2734.In addition, the published North Carolina positions FX2734.(NAD 83 (1986)) are NOT consistent with those determined in FX2734.adjacent state readjustments. The discontinuity between stations FX2734.located in North Carolina and those in adjacent states FX2734.which have been adjusted to the HARN may be as much as 5 FX2734.decimeters. This will result in a significant loss of accuracy FX2734.over lines crossing such state borders. FX2734 FX2734 FX2734.The horizontal coordinates were established by classical geodetic methods FX2734.and adjusted by the National Geodetic Survey in January 1991. FX2734 FX2734.The orthometric height was determined by differential leveling FX2734.and adjusted by the National Geodetic Survey in June 1991. FX2734 FX2734.The Laplace correction was computed from DEFLEC99 derived deflections. FX2734 FX2734.The geoid height was determined by GEOID03. FX2734 FX2734.The dynamic height is computed by dividing the NAVD 88 FX2734.geopotential number by the normal gravity value computed on the FX2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2734.degrees latitude (g = 980.6199 gals.). FX2734 FX2734.The modeled gravity was interpolated from observed gravity values. FX2734 FX2734; North East Units Scale Factor Converg. FX2734;SPC NC - 302,360.958 801,754.725 MT 1.00009390 +1 14 13.9 FX2734;SPC NC - 991,995.91 2,630,423.63 sFT 1.00009390 +1 14 13.9 FX2734;UTM 18 - 4,036,214.463 333,644.815 MT 0.99994097 -1 06 12.2 FX2734 FX2734! - Elev Factor x Scale Factor = Combined Factor FX2734!SPC NC - 1.00000374 x 1.00009390 = 1.00009764 FX2734!UTM 18 - 1.00000374 x 0.99994097 = 0.99994471 FX2734 FX2734 SUPERSEDED SURVEY CONTROL FX2734 FX2734 NGVD 29 (01/18/91) 12.31 (m) 40.4 (f) LEVELING 3 FX2734 FX2734.Superseded values are not recommended for survey control. FX2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2734.See file dsdata.txt to determine how the superseded data were derived. FX2734 FX2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3364536214(NAD 83) FX2734_MARKER: DE = TRAVERSE STATION DISK FX2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2734_SP_SET: CONCRETE POST FX2734_STAMPING: TARHEEL 1980 FX2734_MARK LOGO: NCGS FX2734_PROJECTION: RECESSED 3 CENTIMETERS FX2734_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2734+STABILITY: SURFACE MOTION FX2734 FX2734 HISTORY - Date Condition Report By FX2734 HISTORY - 1980 MONUMENTED NCGS FX2734 HISTORY - 1981 GOOD NCGS FX2734 HISTORY - 19970104 GOOD USPSQD FX2734 FX2734 STATION DESCRIPTION FX2734 FX2734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2734'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST OF RODUCO AND 6.7 FX2734'MILES NORTHWEST OF GATESVILLE. FX2734' FX2734'THE STATION IS AT THE INTERSECTION OF US 13 WITH US 158 AT TARHEEL, IN FX2734'NORTH CORNER OF EQUALATERAL GRASS TRIANGLE TRAFFIC ISLAND, AT EXIT FX2734'FROM US 158 TO US 13 NORTH. FX2734' FX2734'STATION MARK IS A STANDARD DISK STAMPED---TARHEEL 1980---SET IN THE FX2734'TOP OF A 10 INCH CONCRETE MONUMENT, 1 INCH BELOW GROUND SURFACE. MARK FX2734'IS 16.3 FEET SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF US 13, FX2734'15.9 FEET WEST OF CENTERLINE OF SAID EXIT LANE, 45.5 FEET EAST OF FX2734'SOUTH END OF CONCRETE ISLAND ON US 13 AND 53.2 FEET SOUTH OF NORTH END FX2734'OF SAME ISLAND, 94.0 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE FX2734'TAG AND 14.2 FEET SOUTH OF NORTH CORNER OF GRASS ISLAND. FX2734 FX2734 STATION RECOVERY (1981) FX2734 FX2734'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2734'2.4 MI WSW FROM RODUCO. FX2734'AT THE INTERSECTION OF U.S. 13 AND U.S. 158 AT TARHEEL, IN NORTH FX2734'CORNER OF GRASS TRIANGLE TRAFFIC ISLAND AT EXIT FROM U.S. 158 TO U.S. FX2734'13 NORTH. 16.3 FEET SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF FX2734'U.S. 13, 15.9 FEET WEST OF CENTERLINE OF EXIT LANE OF U.S. 158 TO FX2734'U.S. 13 NORTH, 14.2 FEET SOUTH OF NORTH CORNER OF GRASS TRIANGLE, FX2734'45.5 FEET EAST OF SOUTH END OF CONCRETE TRAFFIC ISLAND ON U.S. 13, FX2734'53.2 FEET SOUTH OF NORTH END OF CONCRETE TRAFFIC ISLAND ON U.S. 13 AND FX2734'94.0 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG. FX2734'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2734 FX2734 STATION RECOVERY (1997) FX2734 FX2734'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2699 *********************************************************************** FX2699 DESIGNATION - TEE FX2699 PID - FX2699 FX2699 STATE/COUNTY- NC/GATES FX2699 USGS QUAD - SUNBURY (1981) FX2699 FX2699 *CURRENT SURVEY CONTROL FX2699 ___________________________________________________________________ FX2699* NAD 83(1986)- 36 26 19.07444(N) 076 35 32.03734(W) ADJUSTED FX2699* NAVD 88 - 11.176 (meters) 36.67 (feet) ADJUSTED FX2699 ___________________________________________________________________ FX2699 LAPLACE CORR- -3.57 (seconds) DEFLEC99 FX2699 GEOID HEIGHT- -36.37 (meters) GEOID03 FX2699 DYNAMIC HT - 11.167 (meters) 36.64 (feet) COMP FX2699 MODELED GRAV- 979,848.2 (mgal) NAVD 88 FX2699 FX2699 HORZ ORDER - SECOND FX2699 VERT ORDER - SECOND CLASS II FX2699 FX2699.The North Carolina HARNS have been completed but, FX2699.due to contractual restrictions, coordinates for these stations FX2699.will NOT be published in the near future. In the interim, the FX2699.published coordinates in North Carolina will not be FX2699.consistent with the Continuously Operating Reference Stations FX2699.(CORS). The HARN coordinates for these stations are available FX2699.upon request. Contact Gary Thompson(919-733-3836). FX2699. FX2699.In addition, the published North Carolina positions FX2699.(NAD 83 (1986)) are NOT consistent with those determined in FX2699.adjacent state readjustments. The discontinuity between stations FX2699.located in North Carolina and those in adjacent states FX2699.which have been adjusted to the HARN may be as much as 5 FX2699.decimeters. This will result in a significant loss of accuracy FX2699.over lines crossing such state borders. FX2699 FX2699 FX2699.The horizontal coordinates were established by classical geodetic methods FX2699.and adjusted by the National Geodetic Survey in January 1991. FX2699 FX2699.The orthometric height was determined by differential leveling FX2699.and adjusted by the National Geodetic Survey in June 1991. FX2699 FX2699.The Laplace correction was computed from DEFLEC99 derived deflections. FX2699 FX2699.The geoid height was determined by GEOID03. FX2699 FX2699.The dynamic height is computed by dividing the NAVD 88 FX2699.geopotential number by the normal gravity value computed on the FX2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2699.degrees latitude (g = 980.6199 gals.). FX2699 FX2699.The modeled gravity was interpolated from observed gravity values. FX2699 FX2699; North East Units Scale Factor Converg. FX2699;SPC NC - 300,891.709 825,483.524 MT 1.00008727 +1 23 22.9 FX2699;SPC NC - 987,175.55 2,708,273.86 sFT 1.00008727 +1 23 22.9 FX2699;UTM 18 - 4,033,778.883 357,289.291 MT 0.99985093 -0 56 45.2 FX2699 FX2699! - Elev Factor x Scale Factor = Combined Factor FX2699!SPC NC - 1.00000395 x 1.00008727 = 1.00009122 FX2699!UTM 18 - 1.00000395 x 0.99985093 = 0.99985488 FX2699 FX2699 SUPERSEDED SURVEY CONTROL FX2699 FX2699 NAVD 88 (10/17/03) 11.18 (m) 36.7 (f) LEVELING 3 FX2699 NGVD 29 (01/18/91) 11.51 (m) 37.8 (f) LEVELING 3 FX2699 FX2699.Superseded values are not recommended for survey control. FX2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2699.See file dsdata.txt to determine how the superseded data were derived. FX2699 FX2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5728933779(NAD 83) FX2699_MARKER: DH = HORIZONTAL CONTROL DISK FX2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2699_SP_SET: CONCRETE POST FX2699_STAMPING: TEE 1980 FX2699_MARK LOGO: NCGS FX2699_PROJECTION: FLUSH FX2699_MAGNETIC: N = NO MAGNETIC MATERIAL FX2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2699+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2699 FX2699 HISTORY - Date Condition Report By FX2699 HISTORY - 1980 MONUMENTED NCGS FX2699 HISTORY - 1980 GOOD NCGS FX2699 HISTORY - 19940627 GOOD NCGS FX2699 HISTORY - 19970413 GOOD USPSQD FX2699 FX2699 STATION DESCRIPTION FX2699 FX2699'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2699'STATION IS LOCATED APPROXIMATELY 1.0 MILE EAST OF SUNBURY AND 2.5 FX2699'MILES WEST OF ACRON HILL. FX2699' FX2699'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY, FX2699'PROCEED EAST ALONG US 158 FOR 1.05 MILES TO SR 1429 AND STATION IN FX2699'RIGHT SHOULDER AT--STOP--SIGN. FX2699' FX2699'STATION MARK IS A STANDARD DISK STAMPED---TEE 1980---SET IN TOP OF A FX2699'10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 39.2 FX2699'FEET SOUTH OF CENTERLINE OF US 158, 25.4 FEET EAST OF CENTERLINE OF FX2699'SR 1429, 47.5 FEET SOUTHEAST OF CENTERLINE INTERSECTION, 2.4 FEET FX2699'NORTHEAST OF--STOP--SIGN POST WITH REFERENCE TAG, 102.4 FEET WEST OF FX2699'POWER POLE WITH REFERENCE TAG AND 60.5 FEET WEST OF CENTERLINE OF WALK FX2699'TO TWO STORY HOUSE. FX2699 FX2699 STATION RECOVERY (1980) FX2699 FX2699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2699'1.0 MI ESE FROM SUNBURY. FX2699'1.05 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 FX2699'IN SUNBURY, IN HIGHWAY SHOULDER IN SOUTHEAST QUADRANT OF INTERSECTION FX2699'WITH SR 1429. 39.2 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 25.4 FEET FX2699'EAST OF CENTERLINE OF ROAD, 47.5 FEET SOUTHEAST OF CENTERLINE FX2699'INTERSECTION, 2.4 FEET NORTHEAST OF STOP SIGN POST WITH REFERENCE FX2699'TAG, 60.5 FEET WEST OF CENTER OF WALK TO TWO STORY HOUSE AND 102.4 FX2699'FEET WEST OF POWER POLE WITH REFERENCE TAG. FX2699'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2699 FX2699 STATION RECOVERY (1994) FX2699 FX2699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2699'RECOVERED AS DESCRIBED IN GOOD CONDITION. REFERENCES NOT CHECKED THIS FX2699'DATE. FX2699 FX2699 STATION RECOVERY (1997) FX2699 FX2699'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2699'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2715 *********************************************************************** FX2715 DESIGNATION - TOUGH FX2715 PID - FX2715 FX2715 STATE/COUNTY- NC/GATES FX2715 USGS QUAD - MERCHANTS MILLPOND (1981) FX2715 FX2715 *CURRENT SURVEY CONTROL FX2715 ___________________________________________________________________ FX2715* NAD 83(1986)- 36 27 11.61677(N) 076 40 20.50438(W) ADJUSTED FX2715* NAVD 88 - 10.910 (meters) 35.79 (feet) ADJUSTED FX2715 ___________________________________________________________________ FX2715 LAPLACE CORR- -3.90 (seconds) DEFLEC99 FX2715 GEOID HEIGHT- -36.19 (meters) GEOID03 FX2715 DYNAMIC HT - 10.901 (meters) 35.76 (feet) COMP FX2715 MODELED GRAV- 979,847.2 (mgal) NAVD 88 FX2715 FX2715 HORZ ORDER - SECOND FX2715 VERT ORDER - SECOND CLASS II FX2715 FX2715.The North Carolina HARNS have been completed but, FX2715.due to contractual restrictions, coordinates for these stations FX2715.will NOT be published in the near future. In the interim, the FX2715.published coordinates in North Carolina will not be FX2715.consistent with the Continuously Operating Reference Stations FX2715.(CORS). The HARN coordinates for these stations are available FX2715.upon request. Contact Gary Thompson(919-733-3836). FX2715. FX2715.In addition, the published North Carolina positions FX2715.(NAD 83 (1986)) are NOT consistent with those determined in FX2715.adjacent state readjustments. The discontinuity between stations FX2715.located in North Carolina and those in adjacent states FX2715.which have been adjusted to the HARN may be as much as 5 FX2715.decimeters. This will result in a significant loss of accuracy FX2715.over lines crossing such state borders. FX2715 FX2715 FX2715.The horizontal coordinates were established by classical geodetic methods FX2715.and adjusted by the National Geodetic Survey in January 1991. FX2715 FX2715.The orthometric height was determined by differential leveling FX2715.and adjusted by the National Geodetic Survey in June 1991. FX2715 FX2715.The Laplace correction was computed from DEFLEC99 derived deflections. FX2715 FX2715.The geoid height was determined by GEOID03. FX2715 FX2715.The dynamic height is computed by dividing the NAVD 88 FX2715.geopotential number by the normal gravity value computed on the FX2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2715.degrees latitude (g = 980.6199 gals.). FX2715 FX2715.The modeled gravity was interpolated from observed gravity values. FX2715 FX2715; North East Units Scale Factor Converg. FX2715;SPC NC - 302,339.628 818,262.394 MT 1.00009260 +1 20 36.4 FX2715;SPC NC - 991,925.93 2,684,582.54 sFT 1.00009260 +1 20 36.4 FX2715;UTM 18 - 4,035,519.590 350,134.810 MT 0.99987672 -0 59 37.8 FX2715 FX2715! - Elev Factor x Scale Factor = Combined Factor FX2715!SPC NC - 1.00000397 x 1.00009260 = 1.00009657 FX2715!UTM 18 - 1.00000397 x 0.99987672 = 0.99988069 FX2715 FX2715 SUPERSEDED SURVEY CONTROL FX2715 FX2715 NGVD 29 (01/18/91) 11.27 (m) 37.0 (f) LEVELING 3 FX2715 FX2715.Superseded values are not recommended for survey control. FX2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2715.See file dsdata.txt to determine how the superseded data were derived. FX2715 FX2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5013535520(NAD 83) FX2715_MARKER: DH = HORIZONTAL CONTROL DISK FX2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2715_SP_SET: CONCRETE POST FX2715_STAMPING: TOUGH 1980 FX2715_MARK LOGO: NCGS FX2715_PROJECTION: RECESSED 15 CENTIMETERS FX2715_MAGNETIC: N = NO MAGNETIC MATERIAL FX2715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2715+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2715 FX2715 HISTORY - Date Condition Report By FX2715 HISTORY - 1980 MONUMENTED NCGS FX2715 HISTORY - 1981 GOOD NCGS FX2715 HISTORY - 19940627 SEE DESCRIPTION NCGS FX2715 HISTORY - 19970413 MARK NOT FOUND USPSQD FX2715 FX2715 STATION DESCRIPTION FX2715 FX2715'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2715'STATION IS LOCATED APPROXIMATELY 3.6 MILES WEST OF SUNBURY AND 5.6 FX2715'MILES NORTHEAST OF GATESVILLE. FX2715' FX2715'TO REACH STATION FROM THE INTERSECTION OF US 158 WITH NC 32 IN FX2715'SUNBURY, PROCEED WEST ALONG US 158 FOR 3.6 MILES TO STATION IN RIGHT FX2715'SHOULDER IN CURVE AT TOP OF HILL BETWEEN TWO BRACE POLES FOR POWER FX2715'LINE, AND 0.35 MILE WEST OF SR 1319. FX2715' FX2715'STATION MARK IS A STANDARD DISK STAMPED---TOUGH 1980---SET IN TOP OF A FX2715'10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2715'17.6 FEET NORTH OF CENTERLINE OF HIGHWAY AND 98.8 FEET NORTHWEST OF FX2715'POWER POLE (VK58), 78.5 FEET NORTH-NORTHEAST OF 12 INCH MAPLE AND FX2715'111.0 FEET NORTHEAST OF 18 INCH POPLAR ALL WITH REFERENCE TAGS. FX2715 FX2715 STATION RECOVERY (1981) FX2715 FX2715'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2715'3.6 MI WEST FROM SUNBURY. FX2715'3.6 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 AT FX2715'SUNBURY, IN HIGHWAY SHOULDER IN CURVE AT TOP OF HILL, BETWEEN TWO FX2715'BRACE POLES FOR POWER LINE, AND 0.35 MILE WEST OF INTERSECTION WITH FX2715'SR 1319. 17.6 FEET NORTH OF CENTERLINE OF HIGHWAY, 78.5 FEET NORTH- FX2715'NORTHEAST OF 12 INCH MAPLE WITH REFERENCE TAG, 98.8 FEET NORTHWEST FX2715'OF POWER POLE VK58 WITH REFERENCE TAG AND 110.0 FEET NORTHEAST OF FX2715'18 INCH POPLAR WITH REFERENCE TAG. FX2715'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2715 FX2715 STATION RECOVERY (1994) FX2715 FX2715'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2715'RECOVERED AND FOUND DESTROYED. MARK IS BROKEN OFF, AND THE DISK IS FX2715'GONE, STEM REMAINS LOOSE IN THE GROUND AND LEANING TO THE NORTHWEST 30 FX2715'DEGREES. FX2715 FX2715 STATION RECOVERY (1997) FX2715 FX2715'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2715'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2746 *********************************************************************** FX2746 DESIGNATION - TOUR FX2746 PID - FX2746 FX2746 STATE/COUNTY- NC/GATES FX2746 USGS QUAD - WINTON (1982) FX2746 FX2746 *CURRENT SURVEY CONTROL FX2746 ___________________________________________________________________ FX2746* NAD 83(1986)- 36 24 46.85832(N) 076 55 10.76384(W) ADJUSTED FX2746* NAVD 88 - 2.193 (meters) 7.19 (feet) ADJUSTED FX2746 ___________________________________________________________________ FX2746 LAPLACE CORR- -5.69 (seconds) DEFLEC99 FX2746 GEOID HEIGHT- -35.58 (meters) GEOID03 FX2746 DYNAMIC HT - 2.191 (meters) 7.19 (feet) COMP FX2746 MODELED GRAV- 979,847.6 (mgal) NAVD 88 FX2746 FX2746 HORZ ORDER - SECOND FX2746 VERT ORDER - SECOND CLASS II FX2746 FX2746.The North Carolina HARNS have been completed but, FX2746.due to contractual restrictions, coordinates for these stations FX2746.will NOT be published in the near future. In the interim, the FX2746.published coordinates in North Carolina will not be FX2746.consistent with the Continuously Operating Reference Stations FX2746.(CORS). The HARN coordinates for these stations are available FX2746.upon request. Contact Gary Thompson(919-733-3836). FX2746. FX2746.In addition, the published North Carolina positions FX2746.(NAD 83 (1986)) are NOT consistent with those determined in FX2746.adjacent state readjustments. The discontinuity between stations FX2746.located in North Carolina and those in adjacent states FX2746.which have been adjusted to the HARN may be as much as 5 FX2746.decimeters. This will result in a significant loss of accuracy FX2746.over lines crossing such state borders. FX2746 FX2746 FX2746.The horizontal coordinates were established by classical geodetic methods FX2746.and adjusted by the National Geodetic Survey in January 1991. FX2746 FX2746.The orthometric height was determined by differential leveling FX2746.and adjusted by the National Geodetic Survey in June 1991. FX2746 FX2746.The Laplace correction was computed from DEFLEC99 derived deflections. FX2746 FX2746.The geoid height was determined by GEOID03. FX2746 FX2746.The dynamic height is computed by dividing the NAVD 88 FX2746.geopotential number by the normal gravity value computed on the FX2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2746.degrees latitude (g = 980.6199 gals.). FX2746 FX2746.The modeled gravity was interpolated from observed gravity values. FX2746 FX2746; North East Units Scale Factor Converg. FX2746;SPC NC - 297,385.974 796,190.635 MT 1.00007808 +1 12 02.6 FX2746;SPC NC - 975,673.82 2,612,168.77 sFT 1.00007808 +1 12 02.6 FX2746;UTM 18 - 4,031,471.492 327,882.960 MT 0.99996500 -1 08 23.2 FX2746 FX2746! - Elev Factor x Scale Factor = Combined Factor FX2746!SPC NC - 1.00000524 x 1.00007808 = 1.00008332 FX2746!UTM 18 - 1.00000524 x 0.99996500 = 0.99997024 FX2746 FX2746 SUPERSEDED SURVEY CONTROL FX2746 FX2746 NGVD 29 (01/18/91) 2.55 (m) 8.4 (f) LEVELING 3 FX2746 FX2746.Superseded values are not recommended for survey control. FX2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2746.See file dsdata.txt to determine how the superseded data were derived. FX2746 FX2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2788331471(NAD 83) FX2746_MARKER: DE = TRAVERSE STATION DISK FX2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2746_SP_SET: CONCRETE POST FX2746_STAMPING: TOUR 1980 FX2746_MARK LOGO: NCGS FX2746_PROJECTION: RECESSED 10 CENTIMETERS FX2746_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FX2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2746+STABILITY: SURFACE MOTION FX2746 FX2746 HISTORY - Date Condition Report By FX2746 HISTORY - 1980 MONUMENTED NCGS FX2746 HISTORY - 1980 GOOD NCGS FX2746 HISTORY - 19850303 GOOD NCGS FX2746 FX2746 STATION DESCRIPTION FX2746 FX2746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2746'STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF WINTON AND 6.9 FX2746'MILES SOUTHWEST OF RODUCO. FX2746' FX2746'TO REACH STATION FROM THE US 13-US 158 BRIDGE OVER THE CHOWAN RIVER AT FX2746'WINTON, PROCEED NORTHEAST ALONG US 13-US 158 FOR 1.1 MILES TO STATION FX2746'IN RIGHT SHOULDER AT A HISTORIC ALBEMARLE TOUR SIGN AND 0.4 MILE FX2746'NORTHEAST OF SR 1131. FX2746' FX2746'STATION IS A STANDARD DISK STAMPED---TOUR 1980---, SET IN THE TOP OF FX2746'A 10 INCH CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW GROUND SURFACE. FX2746'MARK IS 19.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 4.8 FEET FX2746'NORTHWEST OF SIGN POST WITH REFERENCE TAG, 38.1 FEET NORTH OF FX2746'SOUTHEAST END OF CULVERT UNDER HIGHWAY. FX2746' FX2746'GAT 18 IS LOCATED IN NORTHWEST HEADWALL OF CULVERT UNDER HIGHWAY, 0.15 FX2746'MILE NORTHEAST OF INTERSECTION WITH SR 1131 (SOUTHEAST), 41.0 FEET FX2746'NORTH-NORTHWEST OF CENTERLINE OF US 13-US 158, 19.8 FEET NORTH FX2746'NORTHWEST OF HIGHWAY SIGN--T INTERSECTION--AND 1.2 FEET EAST FX2746'NORTHEAST OF WEST END OF HEADWALL. DISK IS SET FLUSH IN DRILL HOLE IN FX2746'CONCRETE HEADWALL. FX2746 FX2746 STATION RECOVERY (1980) FX2746 FX2746'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2746'1.8 MI NE FROM WINTON. FX2746'1.1 MILES NORTHEAST ALONG U.S. 13-U.S. 158 FROM THE CENTER OF THE FX2746'BRIDGE OVER THE CHOWAN RIVER, IN HIGHWAY SHOULDER AT HISTORIC FX2746'ALBEMARLE TOUR SIGN, 0.4 MILE NORTHEAST OF INTERSECTION WITH SR 1131. FX2746'19.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 4.8 FEET NORTHWEST OF FX2746'SIGN POST WITH REFERENCE TAG AND 38.1 FEET NORTH OF SOUTHEAST END OF FX2746'CULVERT UNDER HIGHWAY. FX2746'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2746 FX2746 STATION RECOVERY (1985) FX2746 FX2746'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS) FX2746'RECOVERED AS DESCRIBED IN 1985 AND AGAIN IN 1992. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2742 *********************************************************************** FX2742 DESIGNATION - TRIPLE FX2742 PID - FX2742 FX2742 STATE/COUNTY- NC/GATES FX2742 USGS QUAD - WINTON (1982) FX2742 FX2742 *CURRENT SURVEY CONTROL FX2742 ___________________________________________________________________ FX2742* NAD 83(1986)- 36 26 08.13872(N) 076 53 22.82243(W) ADJUSTED FX2742* NAVD 88 - 10.267 (meters) 33.68 (feet) ADJUSTED FX2742 ___________________________________________________________________ FX2742 LAPLACE CORR- -5.17 (seconds) DEFLEC99 FX2742 GEOID HEIGHT- -35.68 (meters) GEOID03 FX2742 DYNAMIC HT - 10.258 (meters) 33.65 (feet) COMP FX2742 MODELED GRAV- 979,845.0 (mgal) NAVD 88 FX2742 FX2742 HORZ ORDER - SECOND FX2742 VERT ORDER - SECOND CLASS II FX2742 FX2742.The North Carolina HARNS have been completed but, FX2742.due to contractual restrictions, coordinates for these stations FX2742.will NOT be published in the near future. In the interim, the FX2742.published coordinates in North Carolina will not be FX2742.consistent with the Continuously Operating Reference Stations FX2742.(CORS). The HARN coordinates for these stations are available FX2742.upon request. Contact Gary Thompson(919-733-3836). FX2742. FX2742.In addition, the published North Carolina positions FX2742.(NAD 83 (1986)) are NOT consistent with those determined in FX2742.adjacent state readjustments. The discontinuity between stations FX2742.located in North Carolina and those in adjacent states FX2742.which have been adjusted to the HARN may be as much as 5 FX2742.decimeters. This will result in a significant loss of accuracy FX2742.over lines crossing such state borders. FX2742 FX2742 FX2742.The horizontal coordinates were established by classical geodetic methods FX2742.and adjusted by the National Geodetic Survey in January 1991. FX2742 FX2742.The orthometric height was determined by differential leveling FX2742.and adjusted by the National Geodetic Survey in June 1991. FX2742 FX2742.The Laplace correction was computed from DEFLEC99 derived deflections. FX2742 FX2742.The geoid height was determined by GEOID03. FX2742 FX2742.The dynamic height is computed by dividing the NAVD 88 FX2742.geopotential number by the normal gravity value computed on the FX2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2742.degrees latitude (g = 980.6199 gals.). FX2742 FX2742.The modeled gravity was interpolated from observed gravity values. FX2742 FX2742; North East Units Scale Factor Converg. FX2742;SPC NC - 299,947.775 798,826.261 MT 1.00008617 +1 13 04.9 FX2742;SPC NC - 984,078.66 2,620,815.82 sFT 1.00008617 +1 13 04.9 FX2742;UTM 18 - 4,033,923.219 330,620.672 MT 0.99995348 -1 07 21.3 FX2742 FX2742! - Elev Factor x Scale Factor = Combined Factor FX2742!SPC NC - 1.00000399 x 1.00008617 = 1.00009016 FX2742!UTM 18 - 1.00000399 x 0.99995348 = 0.99995747 FX2742 FX2742 SUPERSEDED SURVEY CONTROL FX2742 FX2742 NGVD 29 (01/18/91) 10.63 (m) 34.9 (f) LEVELING 3 FX2742 FX2742.Superseded values are not recommended for survey control. FX2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2742.See file dsdata.txt to determine how the superseded data were derived. FX2742 FX2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3062133923(NAD 83) FX2742_MARKER: DB = BENCH MARK DISK FX2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2742_SP_SET: CONCRETE POST FX2742_STAMPING: TRIPLE 1980 FX2742_MARK LOGO: NCGS FX2742_PROJECTION: RECESSED 15 CENTIMETERS FX2742_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2742+STABILITY: SURFACE MOTION FX2742 FX2742 HISTORY - Date Condition Report By FX2742 HISTORY - 1980 MONUMENTED NCGS FX2742 HISTORY - 1981 GOOD NCGS FX2742 HISTORY - 19970104 POOR USPSQD FX2742 FX2742 STATION DESCRIPTION FX2742 FX2742'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2742'STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF WINTON AND 8.0 FX2742'MILES WEST-NORTHWEST OF GATESVILLE. FX2742' FX2742'TO REACH STATION FROM THE INTERSESCTION OF US 13 WITH US 158 AT FX2742'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 2.35 MILES TO STATION IN FX2742'RIGHT SHOULDER AT A TRIPLE CEDAR DIRECTLY ACROSS HIGHWAY FROM A FX2742'MILEAGE SIGN AND 0.1 MILE NORTHEAST OF NC 137. FX2742' FX2742'STATION MARK IS A STANDARD DISK STAMPED---TRIPLE 1980---SET IN THE FX2742'TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS 6 INCHES BELOW GROUND FX2742'SURFACE. MARK IS 19.5 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY AND FX2742'4.0 FEET SOUTHEAST OF TRIPLE CEDAR, 29.4 FEET SOUTHWEST OF 12 INCH FX2742'CEDAR, AND 54.1 FEET NORTHEAST OF 30 INCH GUM ALL WITH REFERENCE TAGS. FX2742 FX2742 STATION RECOVERY (1981) FX2742 FX2742'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2742'4.1 MI NE FROM WINTON. FX2742'2.35 MILES SOUTHWEST ALONG U.S. 13-U.S. 158 FROM THEIR DIVERGENCE AT FX2742'TARHEEL, IN HIGHWAY SHOULDER AT A TRIPLE TRUNK CEDAR DIRECTLY ACROSS FX2742'HIGHWAY FROM A HIGHWAY DISTANCE SIGN, AND 0.1 MILE NORTHEAST OF FX2742'INTERSECTION WITH N.C. 137. 19.5 FEET NORTHWEST OF CENTERLINE OF FX2742'HIGHWAY, 4.0 FEET SOUTHEAST OF TRIPLE TRUNK CEDAR WITH REFERENCE TAG, FX2742'29.4 FEET SOUTHWEST OF 12 INCH CEDAR WITH REFERENCE TAG AND 54.1 FX2742'FEET NORTHEAST OF 30 INCH GUM WITH REFERENCE TAG. FX2742'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2742 FX2742 STATION RECOVERY (1997) FX2742 FX2742'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2742'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3958 *********************************************************************** FX3958 DESIGNATION - TUN FX3958 PID - FX3958 FX3958 STATE/COUNTY- NC/GATES FX3958 USGS QUAD - WINTON (1982) FX3958 FX3958 *CURRENT SURVEY CONTROL FX3958 ___________________________________________________________________ FX3958* NAD 83(1986)- 36 23 03.21063(N) 076 52 49.51296(W) ADJUSTED FX3958* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3958 ___________________________________________________________________ FX3958 LAPLACE CORR- -5.08 (seconds) DEFLEC99 FX3958 GEOID HEIGHT- -35.71 (meters) GEOID03 FX3958 FX3958 HORZ ORDER - THIRD FX3958 FX3958.The North Carolina HARNS have been completed but, FX3958.due to contractual restrictions, coordinates for these stations FX3958.will NOT be published in the near future. In the interim, the FX3958.published coordinates in North Carolina will not be FX3958.consistent with the Continuously Operating Reference Stations FX3958.(CORS). The HARN coordinates for these stations are available FX3958.upon request. Contact Gary Thompson(919-733-3836). FX3958. FX3958.In addition, the published North Carolina positions FX3958.(NAD 83 (1986)) are NOT consistent with those determined in FX3958.adjacent state readjustments. The discontinuity between stations FX3958.located in North Carolina and those in adjacent states FX3958.which have been adjusted to the HARN may be as much as 5 FX3958.decimeters. This will result in a significant loss of accuracy FX3958.over lines crossing such state borders. FX3958 FX3958 FX3958.The horizontal coordinates were established by classical geodetic methods FX3958.and adjusted by the National Geodetic Survey in July 1986. FX3958 FX3958.The orthometric height was scaled from a topographic map. FX3958 FX3958.The Laplace correction was computed from DEFLEC99 derived deflections. FX3958 FX3958.The geoid height was determined by GEOID03. FX3958 FX3958; North East Units Scale Factor Converg. FX3958;SPC NC - 294,266.077 799,777.493 MT 1.00006799 +1 13 24.1 FX3958;SPC NC - 965,437.95 2,623,936.66 sFT 1.00006799 +1 13 24.1 FX3958;UTM 18 - 4,028,208.136 331,339.057 MT 0.99995049 -1 06 56.6 FX3958 FX3958! - Elev Factor x Scale Factor = Combined Factor FX3958!SPC NC - 1.00000535 x 1.00006799 = 1.00007334 FX3958!UTM 18 - 1.00000535 x 0.99995049 = 0.99995584 FX3958 FX3958: Primary Azimuth Mark Grid Az FX3958:SPC NC - TANK 1932 273 24 47.5 FX3958:UTM 18 - TANK 1932 275 45 08.2 FX3958 FX3958|---------------------------------------------------------------------| FX3958| PID Reference Object Distance Geod. Az | FX3958| dddmmss.s | FX3958| FX5145 TUN WM 14.980 METERS 00627 | FX3958| FX5146 TUN WM 2 1.490 METERS 04400 | FX3958| FX3957 TANK 1932 APPROX. 0.7 KM 2743811.6 | FX3958|---------------------------------------------------------------------| FX3958 FX3958 SUPERSEDED SURVEY CONTROL FX3958 FX3958 NAD 27 - 36 23 02.65900(N) 076 52 50.65000(W) AD( ) 3 FX3958 FX3958.Superseded values are not recommended for survey control. FX3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3958.See file dsdata.txt to determine how the superseded data were derived. FX3958 FX3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3133928208(NAD 83) FX3958_MARKER: I = METAL ROD FX3958_SETTING: 2 = OBJECT DRIVEN INTO GROUND FX3958_SP_SET: UNSPECIFIED SHALLOW SETTING (<10 FX3958 FX3958 HISTORY - Date Condition Report By FX3958 HISTORY - 1932 MONUMENTED CGS FX3958 HISTORY - 1963 GOOD CGS FX3958 FX3958 STATION DESCRIPTION FX3958 FX3958'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3958'MARKED WITH A 3 INCH GALV. IRON PIPE DRIVEN IN THE MUD ABOUT 8 FX3958'METERS OFF SHORE. ON THE EAST SIDE OF CHOWAN RIVER 0.33 MILE FX3958'SOUTH OF A.C.L. RAILROAD BRIDGE ACROSS RIVER AT TUNIS, N.C., ON A FX3958'POINT ON WEST SIDE OF A 4 FOOT CYPRESS TREE. FX3958' FX3958'TWO WITNESS MARKS WERE SET. NO.1 IS A RAILROAD SPIKE DRIVEN IN A FX3958'TRIANGLE CUT IN A 18 INCH ASH TREE STANDING ABOUT 1 METER OFF FX3958'SHORE. NO.2 IS A RAILROAD SPIKE DRIVEN IN A TRIANGLE CUT IN A 4 FX3958'FOOT CYPRESS TREE STANDING ABOUT 5 METERS OFF SHORE. FX3958 FX3958 STATION RECOVERY (1963) FX3958 FX3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3958'STATION RECOVERED IN GOOD CONDITION. IT IS JUST SOUTH OF A LARGE FX3958'CYPRESS TREE WITH THE TOP OUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2720 *********************************************************************** FX2720 DESIGNATION - UNITY FX2720 PID - FX2720 FX2720 STATE/COUNTY- NC/GATES FX2720 USGS QUAD - MERCHANTS MILLPOND (1981) FX2720 FX2720 *CURRENT SURVEY CONTROL FX2720 ___________________________________________________________________ FX2720* NAD 83(1986)- 36 26 27.00149(N) 076 42 50.36520(W) ADJUSTED FX2720* NAVD 88 - 9.818 (meters) 32.21 (feet) ADJUSTED FX2720 ___________________________________________________________________ FX2720 LAPLACE CORR- -3.99 (seconds) DEFLEC99 FX2720 GEOID HEIGHT- -36.10 (meters) GEOID03 FX2720 DYNAMIC HT - 9.810 (meters) 32.19 (feet) COMP FX2720 MODELED GRAV- 979,846.2 (mgal) NAVD 88 FX2720 FX2720 HORZ ORDER - SECOND FX2720 VERT ORDER - SECOND CLASS II FX2720 FX2720.The North Carolina HARNS have been completed but, FX2720.due to contractual restrictions, coordinates for these stations FX2720.will NOT be published in the near future. In the interim, the FX2720.published coordinates in North Carolina will not be FX2720.consistent with the Continuously Operating Reference Stations FX2720.(CORS). The HARN coordinates for these stations are available FX2720.upon request. Contact Gary Thompson(919-733-3836). FX2720. FX2720.In addition, the published North Carolina positions FX2720.(NAD 83 (1986)) are NOT consistent with those determined in FX2720.adjacent state readjustments. The discontinuity between stations FX2720.located in North Carolina and those in adjacent states FX2720.which have been adjusted to the HARN may be as much as 5 FX2720.decimeters. This will result in a significant loss of accuracy FX2720.over lines crossing such state borders. FX2720 FX2720 FX2720.The horizontal coordinates were established by classical geodetic methods FX2720.and adjusted by the National Geodetic Survey in January 1991. FX2720 FX2720.The orthometric height was determined by differential leveling FX2720.and adjusted by the National Geodetic Survey in June 1991. FX2720 FX2720.The Laplace correction was computed from DEFLEC99 derived deflections. FX2720 FX2720.The geoid height was determined by GEOID03. FX2720 FX2720.The dynamic height is computed by dividing the NAVD 88 FX2720.geopotential number by the normal gravity value computed on the FX2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2720.degrees latitude (g = 980.6199 gals.). FX2720 FX2720.The modeled gravity was interpolated from observed gravity values. FX2720 FX2720; North East Units Scale Factor Converg. FX2720;SPC NC - 300,877.918 814,562.984 MT 1.00008807 +1 19 09.9 FX2720;SPC NC - 987,130.30 2,672,445.39 sFT 1.00008807 +1 19 09.9 FX2720;UTM 18 - 4,034,210.250 346,379.637 MT 0.99989076 -1 01 05.9 FX2720 FX2720! - Elev Factor x Scale Factor = Combined Factor FX2720!SPC NC - 1.00000413 x 1.00008807 = 1.00009220 FX2720!UTM 18 - 1.00000413 x 0.99989076 = 0.99989488 FX2720 FX2720 SUPERSEDED SURVEY CONTROL FX2720 FX2720 NGVD 29 (01/18/91) 10.19 (m) 33.4 (f) LEVELING 3 FX2720 FX2720.Superseded values are not recommended for survey control. FX2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2720.See file dsdata.txt to determine how the superseded data were derived. FX2720 FX2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4638034210(NAD 83) FX2720_MARKER: DE = TRAVERSE STATION DISK FX2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2720_SP_SET: CONCRETE POST FX2720_STAMPING: UNITY 1980 FX2720_MARK LOGO: NCGS FX2720_PROJECTION: RECESSED 10 CENTIMETERS FX2720_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2720+STABILITY: SURFACE MOTION FX2720 FX2720 HISTORY - Date Condition Report By FX2720 HISTORY - 1980 MONUMENTED NCGS FX2720 HISTORY - 1981 GOOD NCGS FX2720 HISTORY - 19970413 GOOD USPSQD FX2720 FX2720 STATION DESCRIPTION FX2720 FX2720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2720'STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF GATESVILLE AND FX2720'4.3 MILES EAST-SOUTHEAST OF RODUCO. FX2720' FX2720'TO REACH STATION FROM THE INTERSECTION OF US 158 BYPASS WITH NC 37 AT FX2720'ELEANORS CROSSROADS, PROCEED EAST ALONG NC 158 BYPASS FOR 2.6 MILES TO FX2720'STATION IN RIGHT SHOULDER OF HIGHWAY, AND 0.3 MILE EAST OF SR 1400. FX2720' FX2720'STATION MARK IS A STANDARD DISK STAMPED---UNITY 1980---SET IN TOP OF FX2720'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2720'18.3 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 30.4 FEET WEST OF FX2720'WEST END OF CULVERT UNDER FIELD ENTRANCE, 15.1 FEET NORTH-NORTHWEST OF FX2720'POWER POLE (VB47) WITH REFERENCE TAG AND 65.9 FEET SOUTH-SOUTHWEST OF FX2720'TELEPHONE POLE (66) WITH REFERENCE TAG. FX2720 FX2720 STATION RECOVERY (1981) FX2720 FX2720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2720'3.3 MI NE FROM GATESVILLE. FX2720'2.6 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT FX2720'ELEANORS CROSSROADS, IN HIGHWAY SHOULDER IN FRONT OF POWER POLE FX2720'VB47 NEAR A FIELD ENTRANCE, AND 0.3 MILE EAST OF INTERSECTION WITH FX2720'SR 1400. 18.3 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 30.4 FX2720'FEET WEST OF WEST END OF CULVERT UNDER FIELD ENTRANCE, 15.1 FEET FX2720'NORTH-NORTHWEST OF POWER POLE WITH REFERENCE TAG AND 65.9 FEET FX2720'SOUTH-SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. FX2720'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2720 FX2720 STATION RECOVERY (1997) FX2720 FX2720'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2720'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4056 *********************************************************************** FX4056 DESIGNATION - VANN RM 1 AZIMUTH FX4056 PID - FX4056 FX4056 STATE/COUNTY- NC/GATES FX4056 USGS QUAD - WHALEYVILLE (1981) FX4056 FX4056 *CURRENT SURVEY CONTROL FX4056 ___________________________________________________________________ FX4056* NAD 83(1986)- 36 30 58.90099(N) 076 42 12.42518(W) ADJUSTED FX4056* NAVD 88 - 20.95 (+/-2cm) 68.7 (feet) VERTCON FX4056 ___________________________________________________________________ FX4056 LAPLACE CORR- -4.01 (seconds) DEFLEC99 FX4056 GEOID HEIGHT- -36.09 (meters) GEOID03 FX4056 FX4056 HORZ ORDER - SECOND FX4056 VERT ORDER - THIRD ? (See Below) FX4056 FX4056.The North Carolina HARNS have been completed but, FX4056.due to contractual restrictions, coordinates for these stations FX4056.will NOT be published in the near future. In the interim, the FX4056.published coordinates in North Carolina will not be FX4056.consistent with the Continuously Operating Reference Stations FX4056.(CORS). The HARN coordinates for these stations are available FX4056.upon request. Contact Gary Thompson(919-733-3836). FX4056. FX4056.In addition, the published North Carolina positions FX4056.(NAD 83 (1986)) are NOT consistent with those determined in FX4056.adjacent state readjustments. The discontinuity between stations FX4056.located in North Carolina and those in adjacent states FX4056.which have been adjusted to the HARN may be as much as 5 FX4056.decimeters. This will result in a significant loss of accuracy FX4056.over lines crossing such state borders. FX4056 FX4056 FX4056.The horizontal coordinates were established by classical geodetic methods FX4056.and adjusted by the National Geodetic Survey in July 1986. FX4056 FX4056.The NAVD 88 height was computed by applying the VERTCON shift value to FX4056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4056.The vertical order pertains to the NGVD 29 superseded value. FX4056 FX4056.The Laplace correction was computed from DEFLEC99 derived deflections. FX4056 FX4056.The geoid height was determined by GEOID03. FX4056 FX4056; North East Units Scale Factor Converg. FX4056;SPC NC - 309,279.484 815,313.830 MT 1.00011639 +1 19 31.8 FX4056;SPC NC - 1,014,694.44 2,674,908.79 sFT 1.00011639 +1 19 31.8 FX4056;UTM 18 - 4,042,572.397 347,472.440 MT 0.99988663 -1 00 49.8 FX4056 FX4056! - Elev Factor x Scale Factor = Combined Factor FX4056!SPC NC - 1.00000238 x 1.00011639 = 1.00011877 FX4056!UTM 18 - 1.00000238 x 0.99988663 = 0.99988901 FX4056 FX4056|---------------------------------------------------------------------| FX4056| PID Reference Object Distance Geod. Az | FX4056| dddmmss.s | FX4056| FX4051 VANN 397.833 METERS 23015 | FX4056|---------------------------------------------------------------------| FX4056 FX4056 SUPERSEDED SURVEY CONTROL FX4056 FX4056 NAD 27 - 36 30 58.35000(N) 076 42 13.58695(W) AD( ) 2 FX4056 NGVD 29 (07/19/86) 21.35 (m) 70.0 (f) LEVELING 3 FX4056 FX4056.Superseded values are not recommended for survey control. FX4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4056.See file dsdata.txt to determine how the superseded data were derived. FX4056 FX4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4747242572(NAD 83) FX4056_MARKER: DR = REFERENCE MARK DISK FX4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4056_STAMPING: VANN NO 1 1933 FX4056_MARK LOGO: CGS FX4056_MAGNETIC: N = NO MAGNETIC MATERIAL FX4056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4056+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993 FX4056 FX4056 HISTORY - Date Condition Report By FX4056 HISTORY - 1933 MONUMENTED CGS FX4056 HISTORY - 19930928 GOOD NCGS FX4056 FX4056 STATION DESCRIPTION FX4056 FX4056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX4056'RECOVERED IN GOOD CONDITION. MARK SERVES AS THE AZIMUTH TO FX4056'STATION--VANN 1933--, AND PROJECTS 8 INCHES ABOVE THE GROUND. FX4056'REFERENCES NOT CHECKED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3823 *********************************************************************** FX3823 DESIGNATION - VIVIAN FX3823 PID - FX3823 FX3823 STATE/COUNTY- NC/GATES FX3823 USGS QUAD - MERCHANTS MILLPOND (1981) FX3823 FX3823 *CURRENT SURVEY CONTROL FX3823 ___________________________________________________________________ FX3823* NAD 83(1986)- 36 23 08.43107(N) 076 42 06.51185(W) ADJUSTED FX3823* NAVD 88 - 8.8 (meters) 29. (feet) VERTCON FX3823 ___________________________________________________________________ FX3823 LAPLACE CORR- -4.03 (seconds) DEFLEC99 FX3823 GEOID HEIGHT- -36.17 (meters) GEOID03 FX3823 FX3823 HORZ ORDER - SECOND FX3823 FX3823.The North Carolina HARNS have been completed but, FX3823.due to contractual restrictions, coordinates for these stations FX3823.will NOT be published in the near future. In the interim, the FX3823.published coordinates in North Carolina will not be FX3823.consistent with the Continuously Operating Reference Stations FX3823.(CORS). The HARN coordinates for these stations are available FX3823.upon request. Contact Gary Thompson(919-733-3836). FX3823. FX3823.In addition, the published North Carolina positions FX3823.(NAD 83 (1986)) are NOT consistent with those determined in FX3823.adjacent state readjustments. The discontinuity between stations FX3823.located in North Carolina and those in adjacent states FX3823.which have been adjusted to the HARN may be as much as 5 FX3823.decimeters. This will result in a significant loss of accuracy FX3823.over lines crossing such state borders. FX3823 FX3823 FX3823.The horizontal coordinates were established by classical geodetic methods FX3823.and adjusted by the National Geodetic Survey in July 1986. FX3823 FX3823.The NAVD 88 height was computed by applying the VERTCON shift value to FX3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3823 FX3823.The Laplace correction was computed from DEFLEC99 derived deflections. FX3823 FX3823.The geoid height was determined by GEOID03. FX3823 FX3823; North East Units Scale Factor Converg. FX3823;SPC NC - 294,783.548 815,796.671 MT 1.00006849 +1 19 35.2 FX3823;SPC NC - 967,135.69 2,676,492.91 sFT 1.00006849 +1 19 35.2 FX3823;UTM 18 - 4,028,071.805 347,363.607 MT 0.99988705 -1 00 35.1 FX3823 FX3823! - Elev Factor x Scale Factor = Combined Factor FX3823!SPC NC - 1.00000430 x 1.00006849 = 1.00007279 FX3823!UTM 18 - 1.00000430 x 0.99988705 = 0.99989135 FX3823 FX3823: Primary Azimuth Mark Grid Az FX3823:SPC NC - ELMWOOD 018 38 37.0 FX3823:UTM 18 - ELMWOOD 020 58 47.3 FX3823 FX3823|---------------------------------------------------------------------| FX3823| PID Reference Object Distance Geod. Az | FX3823| dddmmss.s | FX3823| FX3821 ELMWOOD APPROX. 1.2 KM 0195812.2 | FX3823|---------------------------------------------------------------------| FX3823 FX3823 SUPERSEDED SURVEY CONTROL FX3823 FX3823 NAD 27 - 36 23 07.86823(N) 076 42 07.68003(W) AD( ) 2 FX3823 NGVD 29 (07/19/86) 9.1 (m) 30. (f) VERT ANG FX3823 FX3823.Superseded values are not recommended for survey control. FX3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3823.See file dsdata.txt to determine how the superseded data were derived. FX3823 FX3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4736428072(NAD 83) FX3823_MARKER: DE = TRAVERSE STATION DISK FX3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3823_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3823_STAMPING: VIVIAN 1973 FX3823_MARK LOGO: NCGS FX3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3823+STABILITY: SURFACE MOTION FX3823 FX3823 HISTORY - Date Condition Report By FX3823 HISTORY - 1973 MONUMENTED NCGS FX3823 FX3823 STATION DESCRIPTION FX3823 FX3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FX3823'VIVIAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FX3823'THE VICINITY OF GATESVILLE, NORTH CAROLINA. FX3823' FX3823'VIVIAN IS LOCATED APPROXIMATELY 3.1 MILES ESE OF GATESVILLE, AND 6.4 FX3823'MILES WSW OF SUNBURY. TO REACH STATION FROM THE INTERSECTION OF NC FX3823'37 AND NC 137 IN GATESVILLE, PROCEED ESE ALONG NC 37 FOR 3.25 MILES FX3823'TO INTERSECTION WITH SR 1106 AND STATION APPROXIMATELY 150 FEET FX3823'ESE OF INTERSECTION AND NEARLY ON SOUTH PROJECTION OF POWER POLES FX3823'RUNNING NORTH. FX3823' FX3823'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED VIVIAN FX3823'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FX3823'1 INCH ABOVE THE SURFACE OF THE GROUND. FX3823' FX3823'MARK IS FX3823'27.3 FEET NNE OF C/L OF NC 37. FX3823'168.9 FEET E OF THE INTERSECTION OF NC 37 AND SR 1106. FX3823'25.5 FEET SSW OF PP W/ALUMINUM REF. TAG. FX3823'4.0 FEET SSW OF BASE OF SOUTH GUY WIRE. FX3823'47.5 FEET SSE OF 6 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2733 *********************************************************************** FX2733 DESIGNATION - WALLHEAD FX2733 PID - FX2733 FX2733 STATE/COUNTY- NC/GATES FX2733 USGS QUAD - GATESVILLE (1990) FX2733 FX2733 *CURRENT SURVEY CONTROL FX2733 ___________________________________________________________________ FX2733* NAD 83(1986)- 36 27 37.80027(N) 076 50 04.03874(W) ADJUSTED FX2733* NAVD 88 - 10.275 (meters) 33.71 (feet) ADJUSTED FX2733 ___________________________________________________________________ FX2733 LAPLACE CORR- -4.07 (seconds) DEFLEC99 FX2733 GEOID HEIGHT- -35.83 (meters) GEOID03 FX2733 DYNAMIC HT - 10.267 (meters) 33.68 (feet) COMP FX2733 MODELED GRAV- 979,843.7 (mgal) NAVD 88 FX2733 FX2733 HORZ ORDER - SECOND FX2733 VERT ORDER - SECOND CLASS II FX2733 FX2733.The North Carolina HARNS have been completed but, FX2733.due to contractual restrictions, coordinates for these stations FX2733.will NOT be published in the near future. In the interim, the FX2733.published coordinates in North Carolina will not be FX2733.consistent with the Continuously Operating Reference Stations FX2733.(CORS). The HARN coordinates for these stations are available FX2733.upon request. Contact Gary Thompson(919-733-3836). FX2733. FX2733.In addition, the published North Carolina positions FX2733.(NAD 83 (1986)) are NOT consistent with those determined in FX2733.adjacent state readjustments. The discontinuity between stations FX2733.located in North Carolina and those in adjacent states FX2733.which have been adjusted to the HARN may be as much as 5 FX2733.decimeters. This will result in a significant loss of accuracy FX2733.over lines crossing such state borders. FX2733 FX2733 FX2733.The horizontal coordinates were established by classical geodetic methods FX2733.and adjusted by the National Geodetic Survey in January 1991. FX2733 FX2733.The orthometric height was determined by differential leveling FX2733.and adjusted by the National Geodetic Survey in June 1991. FX2733 FX2733.The Laplace correction was computed from DEFLEC99 derived deflections. FX2733 FX2733.The geoid height was determined by GEOID03. FX2733 FX2733.The dynamic height is computed by dividing the NAVD 88 FX2733.geopotential number by the normal gravity value computed on the FX2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2733.degrees latitude (g = 980.6199 gals.). FX2733 FX2733.The modeled gravity was interpolated from observed gravity values. FX2733 FX2733; North East Units Scale Factor Converg. FX2733;SPC NC - 302,817.750 803,716.356 MT 1.00009527 +1 14 59.6 FX2733;SPC NC - 993,494.57 2,636,859.41 sFT 1.00009527 +1 14 59.6 FX2733;UTM 18 - 4,036,590.708 335,623.151 MT 0.99993291 -1 05 25.5 FX2733 FX2733! - Elev Factor x Scale Factor = Combined Factor FX2733!SPC NC - 1.00000401 x 1.00009527 = 1.00009928 FX2733!UTM 18 - 1.00000401 x 0.99993291 = 0.99993692 FX2733 FX2733 SUPERSEDED SURVEY CONTROL FX2733 FX2733 NGVD 29 (01/18/91) 10.67 (m) 35.0 (f) LEVELING 3 FX2733 FX2733.Superseded values are not recommended for survey control. FX2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2733.See file dsdata.txt to determine how the superseded data were derived. FX2733 FX2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3562336591(NAD 83) FX2733_MARKER: DE = TRAVERSE STATION DISK FX2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2733_SP_SET: CONCRETE POST FX2733_STAMPING: WALLHEAD 1980 FX2733_MARK LOGO: NCGS FX2733_PROJECTION: RECESSED 15 CENTIMETERS FX2733_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2733+STABILITY: SURFACE MOTION FX2733 FX2733 HISTORY - Date Condition Report By FX2733 HISTORY - 1980 MONUMENTED NCGS FX2733 HISTORY - 1981 GOOD NCGS FX2733 HISTORY - 19970413 GOOD USPSQD FX2733 FX2733 STATION DESCRIPTION FX2733 FX2733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2733'STATION IS LOCATED APPROXIMATELY 1.2 MILES WEST OF RODUCO AND 6.0 FX2733'MILES NORTHWEST OF GATESVILLE. FX2733' FX2733'TO REACH STATION FROM THE JUNCTION OF US 13 WITH US 158 AT TARHEEL, FX2733'PROCEED NORTHEAST ALONG US 158 FOR 1.25 MILES TO STATION IN LEFT FX2733'SHOULDER AT EAST END OF A HEADWALL. FX2733' FX2733'STATION MARK IS A STANDARD DISK STAMPED---WALLHEAD 1980---SET IN TOP FX2733'OF A 10 INCH CONCRETE MONUMENT, 6 INCHES BELOW GROUND SURFACE. MARK FX2733'IS 17.8 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 16.0 FEET EAST OF FX2733'EAST END OF NORTH HEADWALL, 38.4 FEET NORTHEAST OF EAST END OF SOUTH FX2733'HEADWALL, 28.8 FEET SOUTH-SOUTHWEST OF 4 INCH MAPLE WITH REFERENCE TAG FX2733'AND 32.0 FEET SOUTHEAST OF 12 INCH PINE WITH REFERENCE TAG. FX2733 FX2733 STATION RECOVERY (1981) FX2733 FX2733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2733'1.2 MI WEST FROM RODUCO. FX2733'1.25 MILES NORTHEAST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. FX2733'13 AT TARHEEL, IN HIGHWAY SHOULDER AT EAST END OF 8 FOOT HEADWALL. FX2733'17.8 FEET NORTH OF CENTERLINE OF HIGHWAY, 16.0 FEET EAST OF EAST END FX2733'OF NORTH HEADWALL OF CULVERT UNDER HIGHWAY, 38.4 FEET NORTHEAST OF FX2733'EAST END OF SOUTH HEADWALL OF CULVERT, 28.8 FEET SOUTH-SOUTHWEST OF FX2733'4 INCH MAPLE WITH REFERENCE TAG AND 32.0 FEET SOUTHEAST OF 12 INCH FX2733'PINE WITH REFERENCE TAG. FX2733'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2733 FX2733 STATION RECOVERY (1997) FX2733 FX2733'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2733'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3932 *********************************************************************** FX3932 DESIGNATION - WATER FX3932 PID - FX3932 FX3932 STATE/COUNTY- NC/GATES FX3932 USGS QUAD - HARRELLSVILLE (1982) FX3932 FX3932 *CURRENT SURVEY CONTROL FX3932 ___________________________________________________________________ FX3932* NAD 83(1986)- 36 22 26.08669(N) 076 49 50.21215(W) ADJUSTED FX3932* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3932 ___________________________________________________________________ FX3932 LAPLACE CORR- -4.69 (seconds) DEFLEC99 FX3932 GEOID HEIGHT- -35.85 (meters) GEOID03 FX3932 FX3932 HORZ ORDER - THIRD FX3932 FX3932.The North Carolina HARNS have been completed but, FX3932.due to contractual restrictions, coordinates for these stations FX3932.will NOT be published in the near future. In the interim, the FX3932.published coordinates in North Carolina will not be FX3932.consistent with the Continuously Operating Reference Stations FX3932.(CORS). The HARN coordinates for these stations are available FX3932.upon request. Contact Gary Thompson(919-733-3836). FX3932. FX3932.In addition, the published North Carolina positions FX3932.(NAD 83 (1986)) are NOT consistent with those determined in FX3932.adjacent state readjustments. The discontinuity between stations FX3932.located in North Carolina and those in adjacent states FX3932.which have been adjusted to the HARN may be as much as 5 FX3932.decimeters. This will result in a significant loss of accuracy FX3932.over lines crossing such state borders. FX3932 FX3932 FX3932.The horizontal coordinates were established by classical geodetic methods FX3932.and adjusted by the National Geodetic Survey in July 1986. FX3932 FX3932.The orthometric height was scaled from a topographic map. FX3932 FX3932.The Laplace correction was computed from DEFLEC99 derived deflections. FX3932 FX3932.The geoid height was determined by GEOID03. FX3932 FX3932; North East Units Scale Factor Converg. FX3932;SPC NC - 293,218.506 804,270.549 MT 1.00006444 +1 15 07.6 FX3932;SPC NC - 962,001.05 2,638,677.63 sFT 1.00006444 +1 15 07.6 FX3932;UTM 18 - 4,026,978.257 335,785.071 MT 0.99993226 -1 05 09.2 FX3932 FX3932! - Elev Factor x Scale Factor = Combined Factor FX3932!SPC NC - 1.00000568 x 1.00006444 = 1.00007012 FX3932!UTM 18 - 1.00000568 x 0.99993226 = 0.99993794 FX3932 FX3932: Primary Azimuth Mark Grid Az FX3932:SPC NC - BEND 136 58 46.2 FX3932:UTM 18 - BEND 139 19 03.0 FX3932 FX3932|---------------------------------------------------------------------| FX3932| PID Reference Object Distance Geod. Az | FX3932| dddmmss.s | FX3932| FX3909 BEND APPROX. 1.3 KM 1381353.8 | FX3932| FX5176 WATER WM 2 1.590 METERS 15625 | FX3932| FX5174 WATER RM 1 33912 | FX3932|---------------------------------------------------------------------| FX3932 FX3932 SUPERSEDED SURVEY CONTROL FX3932 FX3932 NAD 27 - 36 22 25.51000(N) 076 49 51.33000(W) AD( ) 3 FX3932 FX3932.Superseded values are not recommended for survey control. FX3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3932.See file dsdata.txt to determine how the superseded data were derived. FX3932 FX3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3578526978(NAD 83) FX3932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FX3932_SETTING: 0 = UNSPECIFIED SETTING FX3932 FX3932 HISTORY - Date Condition Report By FX3932 HISTORY - 1932 MONUMENTED CGS FX3932 HISTORY - 1963 GOOD CGS FX3932 FX3932 STATION DESCRIPTION FX3932 FX3932'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3932'ON EAST SIDE OF CHOWAN RIVER, 2.85 MILES SOUTH OF ATLANTIC COAST FX3932'LINE RAILROAD BRIDGE ACROSS RIVER AT TUNIS, 0.5 MILE SOUTH OF RAYS FX3932'BEACH. STATION IS MARKED BY A STANDARD DISK DRIVEN IN FORK OF TWO FX3932'3 FOOT CYPRESS TREES STANDING OUT BY THEMSELVES ABOUT 55 METERS FX3932'(180 FEET) OFFSHORE. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN IN FX3932'TRIANGLES CUT IN EACH OF TWO TREES FORMING FORK FOR STATION MARK. FX3932'WITNESS MARK NO.1 IS 1.25 METERS (4.1 FEET) FROM STATION IN FX3932'BEARING N 20 DEG 48 MIN W. WITNESS MARK NO.2 IS 1.59 METERS (5.2 FX3932'FEET) FROM STATION IN BEARING S 23 DEG 35 MIN E. FX3932 FX3932 STATION RECOVERY (1963) FX3932 FX3932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3932'STATION RECOVERED AS DESCRIBED AND THE STATION MARK FOUND IN GOOD FX3932'CONDITION. THE DISK IS MOSTLY OVERGROWN BY THE CYPRESS BUT CAN BE FX3932'SEEN IMBEDDED ABOUT 2 INCHES IN THE TRUNK OF THE NORTH ONE OF THE FX3932'TWO TREES, ABOUT 1 FT NORTH OF THE CENTER OF THE TWO TREES. FX3932' FX3932'WITNESS MARKS FOUND AS DESCRIBED BUT THE TRIANGLES ARE GETTING DIM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2730 *********************************************************************** FX2730 DESIGNATION - WESTERN FX2730 PID - FX2730 FX2730 STATE/COUNTY- NC/GATES FX2730 USGS QUAD - GATESVILLE (1990) FX2730 FX2730 *CURRENT SURVEY CONTROL FX2730 ___________________________________________________________________ FX2730* NAD 83(1986)- 36 26 49.70082(N) 076 47 26.32142(W) ADJUSTED FX2730* NAVD 88 - 10.567 (meters) 34.67 (feet) ADJUSTED FX2730 ___________________________________________________________________ FX2730 LAPLACE CORR- -3.74 (seconds) DEFLEC99 FX2730 GEOID HEIGHT- -35.93 (meters) GEOID03 FX2730 DYNAMIC HT - 10.559 (meters) 34.64 (feet) COMP FX2730 MODELED GRAV- 979,845.4 (mgal) NAVD 88 FX2730 FX2730 HORZ ORDER - SECOND FX2730 VERT ORDER - SECOND CLASS II FX2730 FX2730.The North Carolina HARNS have been completed but, FX2730.due to contractual restrictions, coordinates for these stations FX2730.will NOT be published in the near future. In the interim, the FX2730.published coordinates in North Carolina will not be FX2730.consistent with the Continuously Operating Reference Stations FX2730.(CORS). The HARN coordinates for these stations are available FX2730.upon request. Contact Gary Thompson(919-733-3836). FX2730. FX2730.In addition, the published North Carolina positions FX2730.(NAD 83 (1986)) are NOT consistent with those determined in FX2730.adjacent state readjustments. The discontinuity between stations FX2730.located in North Carolina and those in adjacent states FX2730.which have been adjusted to the HARN may be as much as 5 FX2730.decimeters. This will result in a significant loss of accuracy FX2730.over lines crossing such state borders. FX2730 FX2730 FX2730.The horizontal coordinates were established by classical geodetic methods FX2730.and adjusted by the National Geodetic Survey in January 1991. FX2730 FX2730.The orthometric height was determined by differential leveling FX2730.and adjusted by the National Geodetic Survey in June 1991. FX2730 FX2730.The Laplace correction was computed from DEFLEC99 derived deflections. FX2730 FX2730.The geoid height was determined by GEOID03. FX2730 FX2730.The dynamic height is computed by dividing the NAVD 88 FX2730.geopotential number by the normal gravity value computed on the FX2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2730.degrees latitude (g = 980.6199 gals.). FX2730 FX2730.The modeled gravity was interpolated from observed gravity values. FX2730 FX2730; North East Units Scale Factor Converg. FX2730;SPC NC - 301,421.882 807,675.786 MT 1.00009037 +1 16 30.6 FX2730;SPC NC - 988,914.96 2,649,849.64 sFT 1.00009037 +1 16 30.6 FX2730;UTM 18 - 4,035,034.622 339,521.640 MT 0.99991730 -1 03 50.5 FX2730 FX2730! - Elev Factor x Scale Factor = Combined Factor FX2730!SPC NC - 1.00000398 x 1.00009037 = 1.00009435 FX2730!UTM 18 - 1.00000398 x 0.99991730 = 0.99992128 FX2730 FX2730 SUPERSEDED SURVEY CONTROL FX2730 FX2730 NGVD 29 (01/18/91) 10.96 (m) 36.0 (f) LEVELING 3 FX2730 FX2730.Superseded values are not recommended for survey control. FX2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2730.See file dsdata.txt to determine how the superseded data were derived. FX2730 FX2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3952235035(NAD 83) FX2730_MARKER: DE = TRAVERSE STATION DISK FX2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2730_SP_SET: CONCRETE POST FX2730_STAMPING: WESTERN 1980 FX2730_MARK LOGO: NCGS FX2730_PROJECTION: FLUSH FX2730_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2730+STABILITY: SURFACE MOTION FX2730 FX2730 HISTORY - Date Condition Report By FX2730 HISTORY - 1980 MONUMENTED NCGS FX2730 HISTORY - 1981 GOOD NCGS FX2730 HISTORY - 19970413 GOOD USPSQD FX2730 FX2730 STATION DESCRIPTION FX2730 FX2730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2730'STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF RODUCO AND FX2730'3.6 MILES NORTHWEST OF GATESVILLE. FX2730' FX2730'TO REACH STATION FROM THE INTERSECTION OF THE SEABOARD COASTLINE FX2730'RAILROAD AND US 158 AT RODUCO, PROCEED SOUTHEAST ALONG US 158 FOR 1.65 FX2730'MILES TO SR 1113 AT WHITE OAK AND STATION ON RIGHT. FX2730' FX2730'STATION MARK IS A STANDARD DISK STAMPED---WESTERN 1980---SET IN TOP OF FX2730'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 55.6 FX2730'FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 49.8 FEET NORTH-NORTHWEST OF FX2730'CENTERLINE OF SR 1113, 123.0 FEET WEST OF CENTERLINE INTERSECTION OF FX2730'SR 1113 WITH HIGHWAY, 139.0 FEET EAST OF EASTERNMOST CORNER OF STORE, FX2730'31.3 FEET EAST-NORTHEAST OF TELEPHONE POLE (52) WITH REFERENCE TAG AND FX2730'117.9 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE WITH LIGHT AND REFERENCE FX2730'TAG. FX2730 FX2730 STATION RECOVERY (1981) FX2730 FX2730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2730'1.65 MI SE FROM RODUCO. FX2730'1.65 MILES SOUTHEAST ALONG U.S. 158 FROM THE INTERSECTION WITH THE FX2730'SEABOARD COAST LINE RAILROAD AT RODUCO, IN SOUTHWEST QUADRANT OF FX2730'INTERSECTION WITH SR 1113 AT THE WESTERN AUTO STORE. 55.6 FEET SOUTH- FX2730'WEST OF CENTERLINE OF HIGHWAY, 49.8 FEET NORTH-NORTHWEST OF FX2730'CENTERLINE OF ROAD, 31.3 FEET EAST-NORTHEAST OF TELEPHONE POLE 52 FX2730'WITH REFERENCE TAG, 117.9 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE WITH FX2730'LIGHT AND REFERENCE TAG, 123.0 FEET WEST OF CENTERLINE INTERSECTION FX2730'AND 139.0 FEET EAST OF EASTERNMOST CORNER OF STORE BUILDING. FX2730'THE MARK IS 1 FT BELOW HIGHWAY. FX2730 FX2730 STATION RECOVERY (1997) FX2730 FX2730'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2730'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5347 *********************************************************************** FX5347 DESIGNATION - WILEY FX5347 PID - FX5347 FX5347 STATE/COUNTY- NC/GATES FX5347 USGS QUAD - WHALEYVILLE (1981) FX5347 FX5347 *CURRENT SURVEY CONTROL FX5347 ___________________________________________________________________ FX5347* NAD 83(1986)- 36 30 20.17234(N) 076 43 58.34796(W) ADJUSTED FX5347* NAVD 88 - 15.6 (meters) 51. (feet) VERTCON FX5347 ___________________________________________________________________ FX5347 LAPLACE CORR- -3.84 (seconds) DEFLEC99 FX5347 GEOID HEIGHT- -36.03 (meters) GEOID03 FX5347 FX5347 HORZ ORDER - SECOND FX5347 FX5347.The North Carolina HARNS have been completed but, FX5347.due to contractual restrictions, coordinates for these stations FX5347.will NOT be published in the near future. In the interim, the FX5347.published coordinates in North Carolina will not be FX5347.consistent with the Continuously Operating Reference Stations FX5347.(CORS). The HARN coordinates for these stations are available FX5347.upon request. Contact Gary Thompson(919-733-3836). FX5347. FX5347.In addition, the published North Carolina positions FX5347.(NAD 83 (1986)) are NOT consistent with those determined in FX5347.adjacent state readjustments. The discontinuity between stations FX5347.located in North Carolina and those in adjacent states FX5347.which have been adjusted to the HARN may be as much as 5 FX5347.decimeters. This will result in a significant loss of accuracy FX5347.over lines crossing such state borders. FX5347 FX5347 FX5347.The horizontal coordinates were established by classical geodetic methods FX5347.and adjusted by the National Geodetic Survey in January 1991. FX5347 FX5347.The NAVD 88 height was computed by applying the VERTCON shift value to FX5347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5347 FX5347.The Laplace correction was computed from DEFLEC99 derived deflections. FX5347 FX5347.The geoid height was determined by GEOID03. FX5347 FX5347; North East Units Scale Factor Converg. FX5347;SPC NC - 308,025.283 812,706.000 MT 1.00011225 +1 18 30.7 FX5347;SPC NC - 1,010,579.62 2,666,352.94 sFT 1.00011225 +1 18 30.7 FX5347;UTM 18 - 4,041,425.949 344,816.178 MT 0.99989671 -1 01 51.9 FX5347 FX5347! - Elev Factor x Scale Factor = Combined Factor FX5347!SPC NC - 1.00000321 x 1.00011225 = 1.00011546 FX5347!UTM 18 - 1.00000321 x 0.99989671 = 0.99989992 FX5347 FX5347 SUPERSEDED SURVEY CONTROL FX5347 FX5347 NGVD 29 (01/18/91) 16.0 (m) 52. (f) VERT ANG FX5347 FX5347.Superseded values are not recommended for survey control. FX5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5347.See file dsdata.txt to determine how the superseded data were derived. FX5347 FX5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4481641426(NAD 83) FX5347_MARKER: DE = TRAVERSE STATION DISK FX5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5347_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5347_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5347+STABILITY: SURFACE MOTION FX5347 FX5347 HISTORY - Date Condition Report By FX5347 HISTORY - 1980 MONUMENTED NCGS FX5347 FX5347 STATION DESCRIPTION FX5347 FX5347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD) FX5347'STATION IS LOCATED IN WILLEYTON AND APPROXIMATELY 2.0 MILES EAST OF FX5347'GATES AND 7.2 MILES NORTH OF GATESVILLE. FX5347' FX5347'TO REACH STATION FROM US 13 INTERSECTION WITH NORTH CAROLINA-VIRGINIA FX5347'STATE LINE, PROCEED SOUTH ALONG US 13 FOR 0.2 MILE TO INTERSECTION FX5347'WITH SR 1300, THENCE SOUTHEAST ALONG SR 1300 FOR 3.25 MILES TO FX5347'SR 1304, AND STATION IN EAST SHOULDER OF SR 1300. FX5347' FX5347'STATION MARK IS A STANDARD DISK STAMPED---WILEY 1980---SET IN TOP OF A FX5347'9 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS 13.5 FX5347'FEET EAST-NORTHEAST OF CENTERLINE OF SR 1300, 130.7 FEET NORTH OF FX5347'CENTERLINE INTERSECTION OF SR 1304 AND SR 1300, 127.5 FEET NORTH FX5347'NORTHWEST OF CENTERLINE INTERSECTION OF SR 1304, 46.4 FEET WEST FX5347'NORTHWEST OF POWER POLE WITH REFERENCE TAG, 3.0 FEET SOUTH OF METAL FX5347'WITNESS POST AND 35.7 FEET NORTH OF CENTERLINE INTERSECTION OF POWER FX5347'LINE AND SR 1300. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2736 *********************************************************************** FX2736 DESIGNATION - YARD FX2736 PID - FX2736 FX2736 STATE/COUNTY- NC/GATES FX2736 USGS QUAD - GATESVILLE (1990) FX2736 FX2736 *CURRENT SURVEY CONTROL FX2736 ___________________________________________________________________ FX2736* NAD 83(1986)- 36 26 54.69966(N) 076 51 57.72777(W) ADJUSTED FX2736* NAVD 88 - 9.045 (meters) 29.68 (feet) ADJUSTED FX2736 ___________________________________________________________________ FX2736 LAPLACE CORR- -4.70 (seconds) DEFLEC99 FX2736 GEOID HEIGHT- -35.75 (meters) GEOID03 FX2736 DYNAMIC HT - 9.038 (meters) 29.65 (feet) COMP FX2736 MODELED GRAV- 979,843.8 (mgal) NAVD 88 FX2736 FX2736 HORZ ORDER - SECOND FX2736 VERT ORDER - SECOND CLASS II FX2736 FX2736.The North Carolina HARNS have been completed but, FX2736.due to contractual restrictions, coordinates for these stations FX2736.will NOT be published in the near future. In the interim, the FX2736.published coordinates in North Carolina will not be FX2736.consistent with the Continuously Operating Reference Stations FX2736.(CORS). The HARN coordinates for these stations are available FX2736.upon request. Contact Gary Thompson(919-733-3836). FX2736. FX2736.In addition, the published North Carolina positions FX2736.(NAD 83 (1986)) are NOT consistent with those determined in FX2736.adjacent state readjustments. The discontinuity between stations FX2736.located in North Carolina and those in adjacent states FX2736.which have been adjusted to the HARN may be as much as 5 FX2736.decimeters. This will result in a significant loss of accuracy FX2736.over lines crossing such state borders. FX2736 FX2736 FX2736.The horizontal coordinates were established by classical geodetic methods FX2736.and adjusted by the National Geodetic Survey in January 1991. FX2736 FX2736.The orthometric height was determined by differential leveling FX2736.and adjusted by the National Geodetic Survey in June 1991. FX2736 FX2736.The Laplace correction was computed from DEFLEC99 derived deflections. FX2736 FX2736.The geoid height was determined by GEOID03. FX2736 FX2736.The dynamic height is computed by dividing the NAVD 88 FX2736.geopotential number by the normal gravity value computed on the FX2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2736.degrees latitude (g = 980.6199 gals.). FX2736 FX2736.The modeled gravity was interpolated from observed gravity values. FX2736 FX2736; North East Units Scale Factor Converg. FX2736;SPC NC - 301,428.085 800,914.560 MT 1.00009087 +1 13 54.0 FX2736;SPC NC - 988,935.31 2,627,667.19 sFT 1.00009087 +1 13 54.0 FX2736;UTM 18 - 4,035,316.814 332,767.385 MT 0.99994458 -1 06 31.9 FX2736 FX2736! - Elev Factor x Scale Factor = Combined Factor FX2736!SPC NC - 1.00000419 x 1.00009087 = 1.00009506 FX2736!UTM 18 - 1.00000419 x 0.99994458 = 0.99994877 FX2736 FX2736 SUPERSEDED SURVEY CONTROL FX2736 FX2736 NGVD 29 (01/18/91) 9.42 (m) 30.9 (f) LEVELING 3 FX2736 FX2736.Superseded values are not recommended for survey control. FX2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2736.See file dsdata.txt to determine how the superseded data were derived. FX2736 FX2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3276735317(NAD 83) FX2736_MARKER: DE = TRAVERSE STATION DISK FX2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2736_SP_SET: CONCRETE POST FX2736_STAMPING: YARD 1980 FX2736_MARK LOGO: NCGS FX2736_PROJECTION: RECESSED 3 CENTIMETERS FX2736_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2736+STABILITY: SURFACE MOTION FX2736 FX2736 HISTORY - Date Condition Report By FX2736 HISTORY - 1980 MONUMENTED NCGS FX2736 HISTORY - 1981 GOOD NCGS FX2736 HISTORY - 19970104 GOOD USPSQD FX2736 FX2736 STATION DESCRIPTION FX2736 FX2736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2736'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF EURE AND FX2736'6.9 MILES WEST-NORTHWEST OF GATESVILLE. FX2736' FX2736'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH US 158 AT FX2736'TARHEEL, PROCEED SOUTHWEST ALONG US 13 FOR 0.75 MILE TO STATION ON FX2736'LEFT AT A POWER POLE ON PROPERTY LINE BETWEEN BRICK HOUSES AND 0.05 FX2736'MILE NORTHEAST OF SR 1122. FX2736' FX2736'STATION MARK IS A STANDARD DISK STAMPED---YARD 1980---SET IN TOP OF A FX2736'10 INCH CONCRETE MONUMENT, 1 INCH BELOW GROUND SURFACE. MARK IS 30.6 FX2736'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 91.7 FEET NORTHEAST OF FX2736'CENTERLINE OF DRIVE, 87.8 FEET NORTH OF NORTHEAST CORNER OF SOUTHWEST FX2736'HOUSE, 94.7 FEET NORTHWEST OF NORTHWEST CORNER OF NORTHEAST HOUSE, AND FX2736'5.2 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG. FX2736 FX2736 STATION RECOVERY (1981) FX2736 FX2736'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2736'3.1 MI SW FROM RODUCO. FX2736'0.75 MILE SOUTHWEST ALONG U.S. 13 - U.S. 158 FROM THEIR DIVERGENCE FX2736'AT TARHEEL, AT A POWER POLE ON PROPERTY LINE BETWEEN TWO ONE STORY FX2736'BRICK HOUSES, AND 0.1 MILE NORTHEAST OF INTERSECTION WITH SR 1122. FX2736'30.6 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 91.7 FEET NORTHEAST OF FX2736'CENTERLINE OF DRIVE TO WESTERNMOST HOUSES, 5.2 FEET NORTHEAST OF FX2736'POWER POLE WITH REFERENCE TAG, 87.8 FEET NORTH OF NORTHEAST CORNER FX2736'OF WESTERNMOST HOUSE AND 94.7 FEET NORTHWEST OF NORTHWEST CORNER OF FX2736'EASTERNMOST HOUSE. FX2736'THE MARK IS 1 FT ABOVE HIGHWAY. FX2736 FX2736 STATION RECOVERY (1997) FX2736 FX2736'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2736'RECOVERED IN GOOD CONDITION.