1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3893 *********************************************************************** FX3893 DESIGNATION - 64 WSM FX3893 PID - FX3893 FX3893 STATE/COUNTY- NC/BERTIE FX3893 USGS QUAD - WINDSOR NORTH (1981) FX3893 FX3893 *CURRENT SURVEY CONTROL FX3893 ___________________________________________________________________ FX3893* NAD 83(1986)- 36 01 01.83631(N) 076 53 24.06376(W) ADJUSTED FX3893* NAVD 88 - 13. (meters) 43. (feet) SCALED FX3893 ___________________________________________________________________ FX3893 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX3893 GEOID HEIGHT- -36.07 (meters) GEOID03 FX3893 FX3893 HORZ ORDER - SECOND FX3893 FX3893.The North Carolina HARNS have been completed but, FX3893.due to contractual restrictions, coordinates for these stations FX3893.will NOT be published in the near future. In the interim, the FX3893.published coordinates in North Carolina will not be FX3893.consistent with the Continuously Operating Reference Stations FX3893.(CORS). The HARN coordinates for these stations are available FX3893.upon request. Contact Gary Thompson(919-733-3836). FX3893. FX3893.In addition, the published North Carolina positions FX3893.(NAD 83 (1986)) are NOT consistent with those determined in FX3893.adjacent state readjustments. The discontinuity between stations FX3893.located in North Carolina and those in adjacent states FX3893.which have been adjusted to the HARN may be as much as 5 FX3893.decimeters. This will result in a significant loss of accuracy FX3893.over lines crossing such state borders. FX3893 FX3893 FX3893.The horizontal coordinates were established by classical geodetic methods FX3893.and adjusted by the National Geodetic Survey in July 1986. FX3893 FX3893.The orthometric height was scaled from a topographic map. FX3893 FX3893.The Laplace correction was computed from DEFLEC99 derived deflections. FX3893 FX3893.The geoid height was determined by GEOID03. FX3893 FX3893; North East Units Scale Factor Converg. FX3893;SPC NC - 253,527.774 799,782.137 MT 0.99996171 +1 13 04.1 FX3893;SPC NC - 831,782.37 2,623,951.89 sFT 0.99996171 +1 13 04.1 FX3893;UTM 18 - 3,987,505.787 329,684.532 MT 0.99995743 -1 06 41.9 FX3893 FX3893! - Elev Factor x Scale Factor = Combined Factor FX3893!SPC NC - 1.00000367 x 0.99996171 = 0.99996538 FX3893!UTM 18 - 1.00000367 x 0.99995743 = 0.99996110 FX3893 FX3893 SUPERSEDED SURVEY CONTROL FX3893 FX3893 NAD 27 - 36 01 01.26260(N) 076 53 25.24220(W) AD( ) 2 FX3893 FX3893.Superseded values are not recommended for survey control. FX3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3893.See file dsdata.txt to determine how the superseded data were derived. FX3893 FX3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2968587506(NAD 83) FX3893_MARKER: DB = BENCH MARK DISK FX3893_SETTING: 0 = UNSPECIFIED SETTING FX3893 FX3893 HISTORY - Date Condition Report By FX3893 HISTORY - 1959 MONUMENTED CGS FX3893 FX3893 STATION DESCRIPTION FX3893 FX3893'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX3893'THE STATION IS LOCATED UNDER THE GREENS CROSS LOOKOUT TOWER WHICH FX3893'IS LOCATED ABOUT 4.0 MILES EAST OF WINDSOR. FX3893' FX3893'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PURE, FX3893'DISTANCE BEING 200.076 METERS (656.42 FEET) NORTHEAST OF STATION PURE. FX3893' FX3893'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK FX3893'STAMPED 42 FEET 64 WSM 1955, AND IS CEMENTED IN A DRILL HOLE IN FX3893'THE CONCRETE FOUNDATION WHICH SUPPORTS THE STEPS OF THE LOOKOUT TOWER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5227 *********************************************************************** FX5227 DESIGNATION - AREA FX5227 PID - FX5227 FX5227 STATE/COUNTY- NC/BERTIE FX5227 USGS QUAD - KELFORD (1973) FX5227 FX5227 *CURRENT SURVEY CONTROL FX5227 ___________________________________________________________________ FX5227* NAD 83(1986)- 36 07 38.84734(N) 077 10 10.96880(W) ADJUSTED FX5227* NAVD 88 - 21.11 (+/-2cm) 69.3 (feet) VERTCON FX5227 ___________________________________________________________________ FX5227 LAPLACE CORR- -2.04 (seconds) DEFLEC99 FX5227 GEOID HEIGHT- -35.22 (meters) GEOID03 FX5227 FX5227 HORZ ORDER - SECOND FX5227 VERT ORDER - THIRD ? (See Below) FX5227 FX5227.The North Carolina HARNS have been completed but, FX5227.due to contractual restrictions, coordinates for these stations FX5227.will NOT be published in the near future. In the interim, the FX5227.published coordinates in North Carolina will not be FX5227.consistent with the Continuously Operating Reference Stations FX5227.(CORS). The HARN coordinates for these stations are available FX5227.upon request. Contact Gary Thompson(919-733-3836). FX5227. FX5227.In addition, the published North Carolina positions FX5227.(NAD 83 (1986)) are NOT consistent with those determined in FX5227.adjacent state readjustments. The discontinuity between stations FX5227.located in North Carolina and those in adjacent states FX5227.which have been adjusted to the HARN may be as much as 5 FX5227.decimeters. This will result in a significant loss of accuracy FX5227.over lines crossing such state borders. FX5227 FX5227 FX5227.The horizontal coordinates were established by classical geodetic methods FX5227.and adjusted by the National Geodetic Survey in January 1991. FX5227 FX5227.The NAVD 88 height was computed by applying the VERTCON shift value to FX5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5227.The vertical order pertains to the NGVD 29 superseded value. FX5227 FX5227.The Laplace correction was computed from DEFLEC99 derived deflections. FX5227 FX5227.The geoid height was determined by GEOID03. FX5227 FX5227; North East Units Scale Factor Converg. FX5227;SPC NC - 265,261.862 774,349.540 MT 0.99998929 +1 03 23.0 FX5227;SPC NC - 870,279.96 2,540,511.78 sFT 0.99998929 +1 03 23.0 FX5227;UTM 18 - 4,000,265.770 304,749.680 MT 1.00006975 -1 16 46.7 FX5227 FX5227! - Elev Factor x Scale Factor = Combined Factor FX5227!SPC NC - 1.00000221 x 0.99998929 = 0.99999150 FX5227!UTM 18 - 1.00000221 x 1.00006975 = 1.00007196 FX5227 FX5227 SUPERSEDED SURVEY CONTROL FX5227 FX5227 NGVD 29 (01/18/91) 21.46 (m) 70.4 (f) LEVELING 3 FX5227 FX5227.Superseded values are not recommended for survey control. FX5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5227.See file dsdata.txt to determine how the superseded data were derived. FX5227 FX5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0475000266(NAD 83) FX5227_MARKER: DE = TRAVERSE STATION DISK FX5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5227_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5227_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5227+STABILITY: SURFACE MOTION FX5227 FX5227 HISTORY - Date Condition Report By FX5227 HISTORY - 1980 MONUMENTED NCGS FX5227 HISTORY - 1985 GOOD USPSQD FX5227 FX5227 STATION DESCRIPTION FX5227 FX5227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5227'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE NORTHEAST OF LEWISTON. FX5227' FX5227'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX5227'LEWISTON, PROCEED NORTHEAST ALONG NC 11-42 FOR 0.35 MILES TO A STATION FX5227'ON THE RIGHT, OPPOSITE THE ENTRANCE TO SR 1145, AT A DRIVE TO A BRICK FX5227'HOUSE AND ON PROLONGATION OF THE CENTERLINE OF SR 1145. FX5227' FX5227'STATION MARK IS A STANDARD DISK STAMPED---AREA 1980---, SET IN THE TOP FX5227'OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND FX5227'SURFACE. THE MARK IS 98.2 FEET SOUTHEAST OF THE CENTERLINE OF A FX5227'HIGHWAY, 12.2 FEET NORTHEAST OF THE CENTERLINE OF A DRIVE, 55.7 FEET FX5227'EAST OF THE SOUTH END OF A CULVERT UNDER A DRIVE, 40.3 FEET WEST OF FX5227'AN END FENCE POST WITH REFERENCE TAG AND 65.3 FEET NORTH OF AN END FX5227'FENCE POST WITH REFERENCE TAG. FX5227 FX5227 STATION RECOVERY (1985) FX5227 FX5227'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5227'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2800 *********************************************************************** FX2800 DESIGNATION - ASKEW FX2800 PID - FX2800 FX2800 STATE/COUNTY- NC/BERTIE FX2800 USGS QUAD - WINDSOR NORTH (1981) FX2800 FX2800 *CURRENT SURVEY CONTROL FX2800 ___________________________________________________________________ FX2800* NAD 83(1986)- 36 06 19.28656(N) 076 55 30.35547(W) ADJUSTED FX2800* NAVD 88 - 18.335 (meters) 60.15 (feet) ADJUSTED FX2800 ___________________________________________________________________ FX2800 LAPLACE CORR- -5.17 (seconds) DEFLEC99 FX2800 GEOID HEIGHT- -35.83 (meters) GEOID03 FX2800 DYNAMIC HT - 18.320 (meters) 60.10 (feet) COMP FX2800 MODELED GRAV- 979,828.8 (mgal) NAVD 88 FX2800 FX2800 HORZ ORDER - FIRST FX2800 VERT ORDER - SECOND CLASS II FX2800 FX2800.The North Carolina HARNS have been completed but, FX2800.due to contractual restrictions, coordinates for these stations FX2800.will NOT be published in the near future. In the interim, the FX2800.published coordinates in North Carolina will not be FX2800.consistent with the Continuously Operating Reference Stations FX2800.(CORS). The HARN coordinates for these stations are available FX2800.upon request. Contact Gary Thompson(919-733-3836). FX2800. FX2800.In addition, the published North Carolina positions FX2800.(NAD 83 (1986)) are NOT consistent with those determined in FX2800.adjacent state readjustments. The discontinuity between stations FX2800.located in North Carolina and those in adjacent states FX2800.which have been adjusted to the HARN may be as much as 5 FX2800.decimeters. This will result in a significant loss of accuracy FX2800.over lines crossing such state borders. FX2800 FX2800 FX2800.The horizontal coordinates were established by classical geodetic methods FX2800.and adjusted by the National Geodetic Survey in July 1986. FX2800 FX2800.The orthometric height was determined by differential leveling FX2800.and adjusted by the National Geodetic Survey in June 1991. FX2800 FX2800.The Laplace correction was computed from DEFLEC99 derived deflections. FX2800 FX2800.The geoid height was determined by GEOID03. FX2800 FX2800.The dynamic height is computed by dividing the NAVD 88 FX2800.geopotential number by the normal gravity value computed on the FX2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2800.degrees latitude (g = 980.6199 gals.). FX2800 FX2800.The modeled gravity was interpolated from observed gravity values. FX2800 FX2800; North East Units Scale Factor Converg. FX2800;SPC NC - 263,243.252 796,416.120 MT 0.99998347 +1 11 51.3 FX2800;SPC NC - 863,657.24 2,612,908.55 sFT 0.99998347 +1 11 51.3 FX2800;UTM 18 - 3,997,350.037 326,716.453 MT 0.99996999 -1 08 04.9 FX2800 FX2800! - Elev Factor x Scale Factor = Combined Factor FX2800!SPC NC - 1.00000275 x 0.99998347 = 0.99998622 FX2800!UTM 18 - 1.00000275 x 0.99996999 = 0.99997274 FX2800 FX2800: Primary Azimuth Mark Grid Az FX2800:SPC NC - ASKEW AZ MK 324 45 02.7 FX2800:UTM 18 - ASKEW AZ MK 327 04 58.9 FX2800 FX2800|---------------------------------------------------------------------| FX2800| PID Reference Object Distance Geod. Az | FX2800| dddmmss.s | FX2800| FX4547 ASKEW RM 1 67.724 METERS 03219 | FX2800| FX4548 ASKEW RM 2 AZIMUTH 1434933.0 | FX2800| FX4550 ASKEW RM 4 147.405 METERS 15615 | FX2800| FX3894 GREENS CROSS LOOKOUT TOWER APPROX.10.3 KM 1620450.5 | FX2800| FX4549 ASKEW RM 3 48.950 METERS 18227 | FX2800| FX3891 WINDSOR LEA LUMBER CO TANK APPROX. 7.9 KM 2011630.7 | FX2800| FX3895 ASKEW RM A 26.351 METERS 27823 | FX2800| FX2799 ASKEW AZ MK APPROX. 0.7 KM 3255654.0 | FX2800|---------------------------------------------------------------------| FX2800 FX2800 SUPERSEDED SURVEY CONTROL FX2800 FX2800 NAD 27 - 36 06 18.71700(N) 076 55 31.52700(W) AD( ) 1 FX2800 NGVD 29 (01/18/91) 18.71 (m) 61.4 (f) LEVELING 3 FX2800 FX2800.Superseded values are not recommended for survey control. FX2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2800.See file dsdata.txt to determine how the superseded data were derived. FX2800 FX2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2671697350(NAD 83) FX2800_MARKER: DS = TRIANGULATION STATION DISK FX2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2800_SP_SET: CONCRETE POST FX2800_STAMPING: ASKEW 1931 FX2800_MARK LOGO: CGS FX2800_PROJECTION: RECESSED 15 CENTIMETERS FX2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2800+STABILITY: SURFACE MOTION FX2800 FX2800 HISTORY - Date Condition Report By FX2800 HISTORY - 1931 MONUMENTED CGS FX2800 HISTORY - 1959 GOOD CGS FX2800 HISTORY - 1966 GOOD CGS FX2800 HISTORY - 1970 GOOD NGS FX2800 HISTORY - 1980 GOOD NCGS FX2800 HISTORY - 1980 GOOD NCGS FX2800 FX2800 STATION DESCRIPTION FX2800 FX2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) FX2800'ABOUT 5 MILES NORTH OF WINDSOR, 1 MILE SOUTHEAST OF ASKEWVILLE, IN FX2800'CULTIVATED FIELD, ABOUT 70 METERS (230 FEET) EAST OF MR. R.E. FX2800'HOGGARDS HOUSE, 8.8 METERS (29 FEET) NORTH OF CENTER LINE OF FX2800'EAST-AND-WEST ROAD, 11.0 METERS (36 FEET) WEST-SOUTHWEST OF FX2800'NORTHWEST CORNER OF GARDEN FENCE POST, 43.6 METERS (143 FEET) EAST FX2800'SOUTHEAST CORNER OF MAIN BARN IN GROUP OF THREE, AND ABOUT 80 FX2800'METERS (262 FEET) EAST OF T-ROAD INTERSECTION. TO REACH FROM FX2800'STANDARD FILLING STATION IN WINDSOR, FOLLOW ROUTE 30 NORTH 6.1 FX2800'MILES TO GRAVEL CROSSROAD AT DEMPSEYS SERVICE STATION, TURN FX2800'RIGHT, GO 2.9 MILES TO CROSSROADS KNOWN AS BUENA VISTA (GAS FX2800'STATION ON EITHER SIDE). TURN RIGHT ONTO DIRT ROAD, AND FOLLOW 2.4 FX2800'MILES TO STATION SITE (0.9 MILE BEYOND RAILROAD CROSSING AT FX2800'ASKEWVILLE). SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK FX2800'STATION MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE FX2800'DISKS IN CONCRETE, NOTE 11A. NO. 1 IS AT NORTHWEST CORNER OF FX2800'FENCE AROUND SMALL HOUSE, 6 METERS (20 FEET) SOUTH OF CENTER LINE FX2800'OF ROAD, 3 METERS (10 FEET) EAST OF LANE LEADING INTO FIELD, AND FX2800'67.67 METERS (222.0 FEET) FROM STATION IN BEARING N 32 DEG 19 MIN FX2800'E. NO. 2 IS OPPOSITE HOUSE AND GROUP OF BARNS, 5.0 METERS (16 FX2800'FEET) WEST OF CENTER LINE OF NORTH-AND-SOUTH DIRT ROAD, AND FX2800'APPROXIMATELY 300 METERS (984 FEET) FROM STATION IN BEARING S 36 DEG FX2800'10 MIN E. NO. 3 IS ABOUT 50 METERS (164 FEET) EAST OF MR. FX2800'HOGGARDS HOUSE, 5 METERS (16 FEET) SOUTH OF CENTER LINE OF DIRT FX2800'ROAD, AND 48.95 METERS (160.6 FEET) FROM STATION IN BEARING S 2 FX2800'DEG 27 MIN W. FX2800 FX2800 STATION RECOVERY (1959) FX2800 FX2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER) FX2800'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD FX2800'CONDITION. THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 FX2800'WERE VERIFIED. REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE FX2800'FOUND COMPLETELY EXPOSED ON ONE SIDE DUE TO GRADING AND WERE FX2800'DESTROYED BY THIS PARTY. FX2800' FX2800'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS FX2800'PARTY. FX2800' FX2800'A NEW DESCRIPTION FOLLOWS. FX2800' FX2800'THE STATION IS ABOUT 5.0 MILES NORTH OF WINDSOR, 1.0 MILE FX2800'SOUTHEAST OF ASKEWVILLE AND ON PROPERTY OWNED BY MR. R.E. HOGGARD. FX2800' FX2800'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE CENTER OF FX2800'THE SMALL TOWN OF ASKEWVILLE, GO SOUTHEASTERLY ON THE BLACKTOP FX2800'ROAD 0.85 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND GO FX2800'NORTHEASTERLY ON A DIRT ROAD 0.05 TO THE STATION ON THE LEFT AT FX2800'THE NORTH SIDE OF A SMALL BARN. FX2800' FX2800'THE STATION MARKS ARE STANDARD DISKS STAMPED ASKEW 1931. THE FX2800'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 6 INCHES BELOW THE FX2800'SURFACE OF THE GROUND. IT IS 16 FEET NORTHEAST OF THE NORTHEAST FX2800'CORNER OF THE SMALL BARN, 25.5 FEET EAST OF THE NORTHWEST CORNER FX2800'OF THE SMALL BARN AND 29.5 FEET WEST OF THE CENTER OF THE DIRT FX2800'ROAD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE. FX2800' FX2800'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASKEW NO 1 1931, IS FX2800'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE FX2800'GROUND. IT IS 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FX2800'HOUSE, 25 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 9 FEET FX2800'NORTHEAST OF THE CENTER OF A FIELD ROAD. FX2800' FX2800'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ASKEW NO 4 1931, IS FX2800'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS IN FX2800'THE NORTHEAST CORNER OF A SMALL CEMETERY, 66 FEET NORTH OF THE FX2800'CENTER OF THE BLACKTOP ROAD. FX2800' FX2800'AZIMUTH MARK, A STANDARD DISK STAMPED ASKEW 1931, IS SET IN A FX2800'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 211 FEET FX2800'SOUTHWEST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY ONE OF TWO FX2800'SMALL SHEDS, 173 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, FX2800'148 FEET WEST OF A POWERLINE POLE AND 1 FOOT WEST OF A POWERLINE FX2800'POLE. A STANDARD METAL WITNESS POST WAS SET 1.4 FEET WEST OF THE MARK. FX2800' FX2800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON FX2800'THE DIRT ROAD 0.05 MILE TO THE BLACKTOP ROAD. TURN RIGHT AND GO FX2800'NORTHWESTERLY ON THE BLACKTOP ROAD 0.25 MILE TO A DIRT SIDE ROAD FX2800'ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON THE DIRT ROAD 0.25 FX2800'MILE TO WHERE THE MAIN POWERLINE CROSSES THE ROAD AND THE AZIMUTH FX2800'MARK ON THE LEFT IN THE CULTIVATED FIELD. FX2800 FX2800 STATION RECOVERY (1966) FX2800 FX2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB) FX2800'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD FX2800'CONDITION. THE ONLY CHANGE FOUND IN THE 1959 DESCRIPTION IS NOTED FX2800'BELOW. FX2800' FX2800'TO REACH THE STATION FROM THE SCHOOL HOUSE IN ASKEWVILLE, GO FX2800'SOUTHERLY ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT. FX2800'TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.05 MILE TO THE FX2800'STATION ON THE LEFT. FX2800' FX2800'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ASKEW RM FX2800'A, NOTE DISTANCE AND DIRECTION. FX2800 FX2800 STATION RECOVERY (1970) FX2800 FX2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FS) FX2800'STATION FOUND AS INDICATED. FX2800 FX2800 STATION RECOVERY (1980) FX2800 FX2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2800'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS FX2800'DESCRIBED. REFERENCE MARKS 4, RMA AND AZIMUTH MARK WERE RECOVERED AS FX2800'DESCRIBED. REFERENCE MARK 1 WAS SEARCHED FOR BY NOT FOUND. PROPERTY FX2800'OWNER SAID REFERENCE MARK NO 1 WAS DESTROYED DURING HIGHWAY FX2800'IMPROVEMENTS IN 1979. FX2800' FX2800'STATION IS ABOUT 1.0 MILE SOUTHEAST OF ASKEWVILLE. 0.05 MILE NORTHEAST FX2800'ALONG SR 1306 FROM SR 1304 AND AT THE NORTH SIDE OF A TOBACCO BARN. FX2800' FX2800'THE STATION MARK IS A STANDARD DISK STAMPED---ASKEW 1931---SET IN A FX2800'SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES BELOW GROUND SURFACE. IT FX2800'IS 31.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR 1306, 7.5 FEET FX2800'NORTHEAST OF NORTHEAST CORNER OF TOBACCO BARN, 21.2 FEET EAST OF FX2800'NORTHWEST CORNER OF TOBACCO BARN AND 47.6 FEET NORTH OF NORTH END OF FX2800'CULVERT. FX2800' FX2800'REFERENCE MARK 4 STAMPED---ASKEW NO 4 1931---IS A STANDARD DISK SET FX2800'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES ABOVE THE FX2800'GROUND SURFACE. IT IS 66 FEET NORTH OF THE CENTERLINE OF SR 1304 AND FX2800'IN NORTHEAST CORNER OF DUNLOW FAMILY CEMEMTERY. FX2800' FX2800'AZIMUTH MARK STAMPED---ASKEW 1931---IS A STANDARD DISK SET IN THE TOP FX2800'OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES ABOVE THE GROUND FX2800'SURFACE. IT IS 17.3 FEET NORTHWEST OF CENTER OF SR 1305 NORTH FX2800'TANGENT, 1.0 FEET WEST OF POWER POLE H25 WITH REFERENCE TAG AND 192 FX2800'FEET SOUTH-SOUTHWEST OF CENTER OF SR 1305 WEST TANGENT. TO REACH THE FX2800'STATION, PROCEED ALONG SR 1306 FOR 0.05 MILE, THENCE WEST ALONG FX2800'SR 1304 FOR 0.25 MILE, THENCE NORTH ALONG SR 1305 FOR 0.25 MILE TO FX2800'SMALL POWER LINE CROSSING ROAD AND STATION ON LEFT IN CULTIVATED FX2800'FIELD. FX2800 FX2800 STATION RECOVERY (1980) FX2800 FX2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2800'0.8 MI SE FROM ASKEWVILLE. FX2800'1.15 MILES SOUTHEAST ALONG SR 1304 FROM THE INTERSECTION WITH SR 1349 FX2800'IN ASKEWVILLE, THENCE 0.1 MILE NORTHEAST ALONG SR 1306 ON LEFT AT FX2800'NORTH SIDE OF A TOBACCO BARN, 31.1 FEET WEST-NORTHWEST OF CENTERLINE FX2800'OF ROAD, 7.5 FEET NORTHEAST OF NORTHEAST CORNER OF BARN, 21.2 FEET FX2800'EAST OF NORTHWEST CORNER OF BARN AND 47.6 FEET NORTH OF NORTH END OF FX2800'CULVERT. FX2800'THE MARK IS 2 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2799 *********************************************************************** FX2799 DESIGNATION - ASKEW AZ MK FX2799 PID - FX2799 FX2799 STATE/COUNTY- NC/BERTIE FX2799 USGS QUAD - WINDSOR NORTH (1981) FX2799 FX2799 *CURRENT SURVEY CONTROL FX2799 ___________________________________________________________________ FX2799* NAD 83(1986)- 36 06 36.77536(N) 076 55 44.92154(W) ADJUSTED FX2799* NAVD 88 - 18.975 (meters) 62.25 (feet) ADJUSTED FX2799 ___________________________________________________________________ FX2799 LAPLACE CORR- -5.13 (seconds) DEFLEC99 FX2799 GEOID HEIGHT- -35.81 (meters) GEOID03 FX2799 DYNAMIC HT - 18.959 (meters) 62.20 (feet) COMP FX2799 MODELED GRAV- 979,829.6 (mgal) NAVD 88 FX2799 FX2799 HORZ ORDER - SECOND FX2799 VERT ORDER - SECOND CLASS II FX2799 FX2799.The North Carolina HARNS have been completed but, FX2799.due to contractual restrictions, coordinates for these stations FX2799.will NOT be published in the near future. In the interim, the FX2799.published coordinates in North Carolina will not be FX2799.consistent with the Continuously Operating Reference Stations FX2799.(CORS). The HARN coordinates for these stations are available FX2799.upon request. Contact Gary Thompson(919-733-3836). FX2799. FX2799.In addition, the published North Carolina positions FX2799.(NAD 83 (1986)) are NOT consistent with those determined in FX2799.adjacent state readjustments. The discontinuity between stations FX2799.located in North Carolina and those in adjacent states FX2799.which have been adjusted to the HARN may be as much as 5 FX2799.decimeters. This will result in a significant loss of accuracy FX2799.over lines crossing such state borders. FX2799 FX2799 FX2799.The horizontal coordinates were established by classical geodetic methods FX2799.and adjusted by the National Geodetic Survey in January 1991. FX2799 FX2799.The orthometric height was determined by differential leveling FX2799.and adjusted by the National Geodetic Survey in June 1991. FX2799 FX2799.The Laplace correction was computed from DEFLEC99 derived deflections. FX2799 FX2799.The geoid height was determined by GEOID03. FX2799 FX2799.The dynamic height is computed by dividing the NAVD 88 FX2799.geopotential number by the normal gravity value computed on the FX2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2799.degrees latitude (g = 980.6199 gals.). FX2799 FX2799.The modeled gravity was interpolated from observed gravity values. FX2799 FX2799; North East Units Scale Factor Converg. FX2799;SPC NC - 263,774.567 796,040.633 MT 0.99998473 +1 11 42.8 FX2799;SPC NC - 865,400.39 2,611,676.64 sFT 0.99998473 +1 11 42.8 FX2799;UTM 18 - 3,997,896.186 326,362.905 MT 0.99997150 -1 08 13.9 FX2799 FX2799! - Elev Factor x Scale Factor = Combined Factor FX2799!SPC NC - 1.00000264 x 0.99998473 = 0.99998737 FX2799!UTM 18 - 1.00000264 x 0.99997150 = 0.99997414 FX2799 FX2799 SUPERSEDED SURVEY CONTROL FX2799 FX2799 NGVD 29 (01/18/91) 19.35 (m) 63.5 (f) LEVELING 3 FX2799 FX2799.Superseded values are not recommended for survey control. FX2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2799.See file dsdata.txt to determine how the superseded data were derived. FX2799 FX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2636397896(NAD 83) FX2799_MARKER: DZ = AZIMUTH MARK DISK FX2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2799_SP_SET: CONCRETE POST FX2799_STAMPING: ASKEW 1931 FX2799_MARK LOGO: CGS FX2799_PROJECTION: PROJECTING 15 CENTIMETERS FX2799_MAGNETIC: N = NO MAGNETIC MATERIAL FX2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2799+STABILITY: SURFACE MOTION FX2799 FX2799 HISTORY - Date Condition Report By FX2799 HISTORY - 1959 MONUMENTED CGS FX2799 HISTORY - 1959 SEE DESCRIPTION CGS FX2799 HISTORY - 1980 GOOD NCGS FX2799 HISTORY - 1980 GOOD NCGS FX2799 FX2799 STATION DESCRIPTION FX2799 FX2799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2799'STATION IS LOCATED APPROXIMATELY 0.6 MILE EAST OF ASKEWVILLE AND 8.0 FX2799'MILES NORTH OF WINDSOR. FX2799' FX2799'TO REACH STATION FROM THE INTERSECTION OF SR 1305 WITH SR 1304 AT THE FX2799'EAST SIDE OF ASKEWVILLE, PROCEED NORTHEAST ALONG SR 1305 FOR 0.3 MILE FX2799'TO STATION ON THE LEFT UNDER A POWER LINE AT POWER POLE H25. FX2799' FX2799'STATION IS A USC+GS AZIMUTH DISK STAMPED---ASKEW 1931---SET IN THE FX2799'TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS 6 INCHES ABOVE GROUND FX2799'SURFACE AND LEVEL WITH ROAD. MARK IS 174.7 FEET NORTHWEST OF FX2799'CENTERLINE OF SR 1305, 1.0 F00T WEST-NORTHWEST OF POWER POLE H25 WITH FX2799'REFERENCE TAG AND 15.0 FEET SOUTHEAST OF PROJECTION OF THE SOUTHEAST FX2799'SIDE OF THE NORTHWEST TOBACCO BARN. FX2799 FX2799 STATION RECOVERY (1980) FX2799 FX2799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2799'0.6 MI EAST FROM ASKEWVILLE. FX2799'0.3 MILE NORTHEAST ALONG SR 1305 FROM THE INTERSECTION WITH SR 1304 FX2799'JUST SOUTHEAST OF ASKEWVILLE, UNDER POWER LINE INA CULTIVATED FIELD, FX2799'192 FEET SOUTH-SOUTHWEST OF CENTERLINE OF SR 1305 EAST-WEST, 174.7 FX2799'FEET NORTHWEST OF CENTER OF SR 1305 NORTH-SOUTH, 1.0 FEET WEST OF FX2799'POWER POLE H 35 WITH REFERENCE TAG AND 15.0 FEET SOUTHEAST OF FX2799'PROJECTION OF SOUTHEAST SIDE OF NORTHWESTERNMOST TOBACCO BARN. FX2799'THE MARK IS 1 FT NE FROM A WITNESS POST. FX2799'THE MARK IS ABOVE LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3895 *********************************************************************** FX3895 DESIGNATION - ASKEW RM A FX3895 PID - FX3895 FX3895 STATE/COUNTY- NC/BERTIE FX3895 USGS QUAD - WINDSOR NORTH (1981) FX3895 FX3895 *CURRENT SURVEY CONTROL FX3895 ___________________________________________________________________ FX3895* NAD 83(1986)- 36 06 19.41114(N) 076 55 31.39774(W) ADJUSTED FX3895* NAVD 88 - 18.03 (+/-2cm) 59.2 (feet) VERTCON FX3895 ___________________________________________________________________ FX3895 LAPLACE CORR- -5.16 (seconds) DEFLEC99 FX3895 GEOID HEIGHT- -35.83 (meters) GEOID03 FX3895 FX3895 HORZ ORDER - FIRST FX3895 VERT ORDER - THIRD ? (See Below) FX3895 FX3895.The North Carolina HARNS have been completed but, FX3895.due to contractual restrictions, coordinates for these stations FX3895.will NOT be published in the near future. In the interim, the FX3895.published coordinates in North Carolina will not be FX3895.consistent with the Continuously Operating Reference Stations FX3895.(CORS). The HARN coordinates for these stations are available FX3895.upon request. Contact Gary Thompson(919-733-3836). FX3895. FX3895.In addition, the published North Carolina positions FX3895.(NAD 83 (1986)) are NOT consistent with those determined in FX3895.adjacent state readjustments. The discontinuity between stations FX3895.located in North Carolina and those in adjacent states FX3895.which have been adjusted to the HARN may be as much as 5 FX3895.decimeters. This will result in a significant loss of accuracy FX3895.over lines crossing such state borders. FX3895 FX3895 FX3895.The horizontal coordinates were established by classical geodetic methods FX3895.and adjusted by the National Geodetic Survey in July 1986. FX3895 FX3895.The NAVD 88 height was computed by applying the VERTCON shift value to FX3895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3895.The vertical order pertains to the NGVD 29 superseded value. FX3895 FX3895.The Laplace correction was computed from DEFLEC99 derived deflections. FX3895 FX3895.The geoid height was determined by GEOID03. FX3895 FX3895; North East Units Scale Factor Converg. FX3895;SPC NC - 263,246.546 796,389.976 MT 0.99998348 +1 11 50.7 FX3895;SPC NC - 863,668.04 2,612,822.78 sFT 0.99998348 +1 11 50.7 FX3895;UTM 18 - 3,997,354.392 326,690.466 MT 0.99997010 -1 08 05.5 FX3895 FX3895! - Elev Factor x Scale Factor = Combined Factor FX3895!SPC NC - 1.00000279 x 0.99998348 = 0.99998627 FX3895!UTM 18 - 1.00000279 x 0.99997010 = 0.99997289 FX3895 FX3895: Primary Azimuth Mark Grid Az FX3895:SPC NC - POWELL 353 50 39.8 FX3895:UTM 18 - POWELL 356 10 36.0 FX3895 FX3895|---------------------------------------------------------------------| FX3895| PID Reference Object Distance Geod. Az | FX3895| dddmmss.s | FX3895| FX2800 ASKEW 26.351 METERS 09823 | FX3895| FX3891 WINDSOR LEA LUMBER CO TANK APPROX. 7.9 KM 2010520.2 | FX3895| FX2776 POWELL APPROX.13.0 KM 3550230.5 | FX3895|---------------------------------------------------------------------| FX3895 FX3895 SUPERSEDED SURVEY CONTROL FX3895 FX3895 NAD 27 - 36 06 18.84160(N) 076 55 32.56917(W) AD( ) 1 FX3895 NGVD 29 (07/19/86) 18.36 (m) 60.2 (f) LEVELING 3 FX3895 FX3895.Superseded values are not recommended for survey control. FX3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3895.See file dsdata.txt to determine how the superseded data were derived. FX3895 FX3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2669097354(NAD 83) FX3895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FX3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3895_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3895+STABILITY: SURFACE MOTION FX3895 FX3895 HISTORY - Date Condition Report By FX3895 HISTORY - 1965 MONUMENTED CGS FX3895 HISTORY - 1980 GOOD NCGS FX3895 FX3895 STATION DESCRIPTION FX3895 FX3895'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) FX3895'THE STATION IS ABOUT 5 MILES NORTH OF WINDSOR AND 1 MILE FX3895'SOUTHEAST OF ASKEWVILLE, IN A FIELD UNDER CULTIVATION OWNED BY FX3895'MRS. MAGGIE HOGGARD. FX3895' FX3895'THE STATION MARK IS A STANDARD DISK STAMPED ASKEW RM A 1965, SET FX3895'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT IS 15 FX3895'INCHES BELOW THE SURFACE OF THE GROUND. IT IS 114 FEET WEST OF FX3895'THE CENTER OF A DIRT ROAD, 109.5 FEET NORTHEAST OF THE NORTHEAST FX3895'CORNER OF AN OLD HOUSE AND 66 FEET NORTHWEST OF THE NORTHWEST FX3895'CORNER OF A BARN. FX3895' FX3895'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FX3895'ASKEW 1931, DISTANCE BEING 26.3507 METERS OR 86.452 FEET FX3895'EAST-SOUTHEAST. FX3895' FX3895'TO REACH STATION ASKEW FROM THE SCHOOL HOUSE IN ASKEWVILLE, GO FX3895'SOUTHERLY ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT. FX3895'TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.05 MILE TO THE FX3895'STATION ON THE LEFT. FX3895 FX3895 STATION RECOVERY (1980) FX3895 FX3895'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX3895'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5228 *********************************************************************** FX5228 DESIGNATION - AULA FX5228 PID - FX5228 FX5228 STATE/COUNTY- NC/BERTIE FX5228 USGS QUAD - AULANDER (1972) FX5228 FX5228 *CURRENT SURVEY CONTROL FX5228 ___________________________________________________________________ FX5228* NAD 83(1986)- 36 13 04.89462(N) 077 06 26.87154(W) ADJUSTED FX5228* NAVD 88 - 20.48 (+/-2cm) 67.2 (feet) VERTCON FX5228 ___________________________________________________________________ FX5228 LAPLACE CORR- -3.15 (seconds) DEFLEC99 FX5228 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5228 FX5228 HORZ ORDER - SECOND FX5228 VERT ORDER - THIRD ? (See Below) FX5228 FX5228.The North Carolina HARNS have been completed but, FX5228.due to contractual restrictions, coordinates for these stations FX5228.will NOT be published in the near future. In the interim, the FX5228.published coordinates in North Carolina will not be FX5228.consistent with the Continuously Operating Reference Stations FX5228.(CORS). The HARN coordinates for these stations are available FX5228.upon request. Contact Gary Thompson(919-733-3836). FX5228. FX5228.In addition, the published North Carolina positions FX5228.(NAD 83 (1986)) are NOT consistent with those determined in FX5228.adjacent state readjustments. The discontinuity between stations FX5228.located in North Carolina and those in adjacent states FX5228.which have been adjusted to the HARN may be as much as 5 FX5228.decimeters. This will result in a significant loss of accuracy FX5228.over lines crossing such state borders. FX5228 FX5228 FX5228.The horizontal coordinates were established by classical geodetic methods FX5228.and adjusted by the National Geodetic Survey in January 1991. FX5228 FX5228.The NAVD 88 height was computed by applying the VERTCON shift value to FX5228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5228.The vertical order pertains to the NGVD 29 superseded value. FX5228 FX5228.The Laplace correction was computed from DEFLEC99 derived deflections. FX5228 FX5228.The geoid height was determined by GEOID03. FX5228 FX5228; North East Units Scale Factor Converg. FX5228;SPC NC - 275,414.821 779,760.489 MT 1.00001474 +1 05 32.3 FX5228;SPC NC - 903,590.13 2,558,264.20 sFT 1.00001474 +1 05 32.3 FX5228;UTM 18 - 4,010,190.181 310,570.446 MT 1.00004215 -1 14 44.1 FX5228 FX5228! - Elev Factor x Scale Factor = Combined Factor FX5228!SPC NC - 1.00000231 x 1.00001474 = 1.00001705 FX5228!UTM 18 - 1.00000231 x 1.00004215 = 1.00004446 FX5228 FX5228 SUPERSEDED SURVEY CONTROL FX5228 FX5228 NGVD 29 (01/18/91) 20.84 (m) 68.4 (f) LEVELING 3 FX5228 FX5228.Superseded values are not recommended for survey control. FX5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5228.See file dsdata.txt to determine how the superseded data were derived. FX5228 FX5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1057010190(NAD 83) FX5228_MARKER: DE = TRAVERSE STATION DISK FX5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5228_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5228_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5228+STABILITY: SURFACE MOTION FX5228 FX5228 HISTORY - Date Condition Report By FX5228 HISTORY - 1980 MONUMENTED NCGS FX5228 HISTORY - 1985 GOOD USPSQD FX5228 FX5228 STATION DESCRIPTION FX5228 FX5228'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5228'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES SOUTH-SOUTHEAST OF FX5228'AULANDER. FX5228' FX5228'THE STATION IS IN THE WEST QUADRANT OF NC 11-42 AND NC 305 CROSSROAD. FX5228' FX5228'STATION MARK IS A STANDARD DISK STAMPED---AULA 1980---, SET IN THE TOP FX5228'OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND FX5228'SURFACE. THE MARK IS 41.6 FEET NORTHWEST OF THE CENTERLINE OF FX5228'NC 11-42, 42.4 FEET WEST OF THE CENTERLINE OF THE INTERSECTION, FX5228'36.0 FEET SOUTHWEST OF THE EAST END OF A TRAFFIC ISLAND ON NC 305, FX5228'9.3 FEET SOUTHEAST OF THE SOUTHWEST END OF A CULVERT UNDER NC 305, FX5228'25.3 FEET EAST OF A TRAFFIC LIGHT SUPPORT POLE WITH REFERENCE TAG AND FX5228'49.6 FEET NORTHEAST OF THE CORNER FENCE POST WITH REFERENCE TAG. FX5228 FX5228 STATION RECOVERY (1985) FX5228 FX5228'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5228'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4157 *********************************************************************** FX4157 DESIGNATION - AULANDER MUNICIPAL TANK FX4157 PID - FX4157 FX4157 STATE/COUNTY- NC/BERTIE FX4157 USGS QUAD - AULANDER (1972) FX4157 FX4157 *CURRENT SURVEY CONTROL FX4157 ___________________________________________________________________ FX4157* NAD 83(1986)- 36 13 29.66737(N) 077 06 56.24863(W) ADJUSTED FX4157* NAVD 88 - FX4157 ___________________________________________________________________ FX4157 LAPLACE CORR- -3.03 (seconds) DEFLEC99 FX4157 GEOID HEIGHT- -35.16 (meters) GEOID03 FX4157 FX4157 HORZ ORDER - THIRD FX4157 FX4157.The North Carolina HARNS have been completed but, FX4157.due to contractual restrictions, coordinates for these stations FX4157.will NOT be published in the near future. In the interim, the FX4157.published coordinates in North Carolina will not be FX4157.consistent with the Continuously Operating Reference Stations FX4157.(CORS). The HARN coordinates for these stations are available FX4157.upon request. Contact Gary Thompson(919-733-3836). FX4157. FX4157.In addition, the published North Carolina positions FX4157.(NAD 83 (1986)) are NOT consistent with those determined in FX4157.adjacent state readjustments. The discontinuity between stations FX4157.located in North Carolina and those in adjacent states FX4157.which have been adjusted to the HARN may be as much as 5 FX4157.decimeters. This will result in a significant loss of accuracy FX4157.over lines crossing such state borders. FX4157 FX4157 FX4157.The horizontal coordinates were established by classical geodetic methods FX4157.and adjusted by the National Geodetic Survey in July 1986. FX4157 FX4157 FX4157.The Laplace correction was computed from DEFLEC99 derived deflections. FX4157 FX4157.The geoid height was determined by GEOID03. FX4157 FX4157; North East Units Scale Factor Converg. FX4157;SPC NC - 276,164.310 779,012.385 MT 1.00001677 +1 05 15.4 FX4157;SPC NC - 906,049.07 2,555,809.80 sFT 1.00001677 +1 05 15.4 FX4157;UTM 18 - 4,010,969.588 309,853.520 MT 1.00004550 -1 15 02.2 FX4157 FX4157 SUPERSEDED SURVEY CONTROL FX4157 FX4157 NAD 27 - 36 13 29.10500(N) 077 06 57.38700(W) AD( ) 3 FX4157 FX4157.Superseded values are not recommended for survey control. FX4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4157.See file dsdata.txt to determine how the superseded data were derived. FX4157 FX4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0985410970(NAD 83) FX4157_MARKER: 53 = ELEVATED TANK FX4157 FX4157 HISTORY - Date Condition Report By FX4157 HISTORY - 1958 FIRST OBSERVED CGS FX4157 HISTORY - 1985 GOOD USPSQD FX4157 FX4157 STATION DESCRIPTION FX4157 FX4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER) FX4157'THE STATION IS THE WATER TANK WHICH IS IN THE WESTERN PART OF FX4157'AULANDER. IT IS AN ELEVATED STEEL STRUCTURE, SILVER COLOR, FX4157'SUPPORTED BY 4 LEGS AND IS 90 FEET HIGH. THE BALL ON TANK WAS FX4157'POINT LOCATED. FX4157 FX4157 STATION RECOVERY (1985) FX4157 FX4157'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX4157'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2783 *********************************************************************** FX2783 DESIGNATION - AZALEA FX2783 PID - FX2783 FX2783 STATE/COUNTY- NC/BERTIE FX2783 USGS QUAD - POWELLSVILLE (1982) FX2783 FX2783 *CURRENT SURVEY CONTROL FX2783 ___________________________________________________________________ FX2783* NAD 83(1986)- 36 12 27.48977(N) 076 56 42.87277(W) ADJUSTED FX2783* NAVD 88 - 12.211 (meters) 40.06 (feet) ADJUSTED FX2783 ___________________________________________________________________ FX2783 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FX2783 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2783 DYNAMIC HT - 12.202 (meters) 40.03 (feet) COMP FX2783 MODELED GRAV- 979,839.5 (mgal) NAVD 88 FX2783 FX2783 HORZ ORDER - SECOND FX2783 VERT ORDER - SECOND CLASS II FX2783 FX2783.The North Carolina HARNS have been completed but, FX2783.due to contractual restrictions, coordinates for these stations FX2783.will NOT be published in the near future. In the interim, the FX2783.published coordinates in North Carolina will not be FX2783.consistent with the Continuously Operating Reference Stations FX2783.(CORS). The HARN coordinates for these stations are available FX2783.upon request. Contact Gary Thompson(919-733-3836). FX2783. FX2783.In addition, the published North Carolina positions FX2783.(NAD 83 (1986)) are NOT consistent with those determined in FX2783.adjacent state readjustments. The discontinuity between stations FX2783.located in North Carolina and those in adjacent states FX2783.which have been adjusted to the HARN may be as much as 5 FX2783.decimeters. This will result in a significant loss of accuracy FX2783.over lines crossing such state borders. FX2783 FX2783 FX2783.The horizontal coordinates were established by classical geodetic methods FX2783.and adjusted by the National Geodetic Survey in January 1991. FX2783 FX2783.The orthometric height was determined by differential leveling FX2783.and adjusted by the National Geodetic Survey in June 1991. FX2783 FX2783.The Laplace correction was computed from DEFLEC99 derived deflections. FX2783 FX2783.The geoid height was determined by GEOID03. FX2783 FX2783.The dynamic height is computed by dividing the NAVD 88 FX2783.geopotential number by the normal gravity value computed on the FX2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2783.degrees latitude (g = 980.6199 gals.). FX2783 FX2783.The modeled gravity was interpolated from observed gravity values. FX2783 FX2783; North East Units Scale Factor Converg. FX2783;SPC NC - 274,552.102 794,367.839 MT 1.00001169 +1 11 09.4 FX2783;SPC NC - 900,759.69 2,606,188.49 sFT 1.00001169 +1 11 09.4 FX2783;UTM 18 - 4,008,732.642 325,130.417 MT 0.99997679 -1 08 57.7 FX2783 FX2783! - Elev Factor x Scale Factor = Combined Factor FX2783!SPC NC - 1.00000368 x 1.00001169 = 1.00001537 FX2783!UTM 18 - 1.00000368 x 0.99997679 = 0.99998047 FX2783 FX2783 SUPERSEDED SURVEY CONTROL FX2783 FX2783 NGVD 29 (01/18/91) 12.58 (m) 41.3 (f) LEVELING 3 FX2783 FX2783.Superseded values are not recommended for survey control. FX2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2783.See file dsdata.txt to determine how the superseded data were derived. FX2783 FX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2513008733(NAD 83) FX2783_MARKER: DE = TRAVERSE STATION DISK FX2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2783_SP_SET: CONCRETE POST FX2783_STAMPING: AZALEA 1980 FX2783_MARK LOGO: NCGS FX2783_PROJECTION: RECESSED 10 CENTIMETERS FX2783_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2783+STABILITY: SURFACE MOTION FX2783 FX2783 HISTORY - Date Condition Report By FX2783 HISTORY - 1980 MONUMENTED NCGS FX2783 HISTORY - 1980 GOOD NCGS FX2783 HISTORY - 1985 GOOD USPSQD FX2783 FX2783 STATION DESCRIPTION FX2783 FX2783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2783'STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH-SOUTHWEST OF FX2783'POWELLSVILLE AND 6.8 MILES NORTH OF ASKEWVILLE. FX2783' FX2783'TO REACH STATION FROM INTERSECTION OF US 13 WITH NC 42 IN FX2783'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 1.6 MILES TO STATION FX2783'IN THE LEFT SHOULDER, BETWEEN A WOODS ROAD AND A DRIVEWAY TO A SMALL FX2783'FRAME HOUSE AND 0.9 MILE NORTHEAST OF SR 1200 WHICH LEADS WEST. FX2783' FX2783'STATION MARK IS A STANDARD DISK STAMPED---AZALEA 1980---SET IN THE FX2783'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2783'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 22.3 FEET SOUTHEAST OF THE FX2783'CENTERLINE OF US 13, 36.2 FEET NORTHEAST OF CENTERLINE OF WOODS ROAD, FX2783'46.3 FEET SOUTHWEST OF CENTERLINE OF DRIVEWAY, 48.5 FEET NORTH FX2783'NORTHWEST OF 12 INCH OAK WITH REFERENCE TAG AND 76.3 FEET SOUTHWEST OF FX2783'24 INCH PINE WITH REFERENCE TAG. FX2783 FX2783 STATION RECOVERY (1980) FX2783 FX2783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2783'1.5 MI SSW FROM POWELLSVILLE. FX2783'6.8 MILES NORTH OF ASKEWVILLE. FX2783'1.6 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2783'POWELLSVILLE, IN THE LEFT SHOULDER BETWEEN A WOODS ROAD AND A DRIVEWAY FX2783'TO A SMALL FRAME HOUSE AND 0.9 MILE NORTHEAST OF SR 1200 WHICH LEADS FX2783'WEST, 22.3 FEET SOUTHEAST OF CENTERLINE OF US 13, 36.2 FEET FX2783'NORTHEAST OF CENTERLINE OF WOODS ROAD, 46.3 FEET SOUTHWEST OF FX2783'CENTERLINE OF DRIVEWAY, 48.5 FEET NORTH-NORTHWEST OF 12 INCH OAK WITH FX2783'REFERENCE TAG AND 76.3 FEET SOUTHWEST OF 24 INCH PINE WITH REFERENCE FX2783'TAG. FX2783 FX2783 STATION RECOVERY (1985) FX2783 FX2783'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2783'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1465 *********************************************************************** EY1465 DESIGNATION - B 212 EY1465 PID - EY1465 EY1465 STATE/COUNTY- NC/BERTIE EY1465 USGS QUAD - WESTOVER (1978) EY1465 EY1465 *CURRENT SURVEY CONTROL EY1465 ___________________________________________________________________ EY1465* NAD 83(1986)- 35 56 56.11095(N) 076 44 45.05181(W) ADJUSTED EY1465* NAVD 88 - 9.547 (meters) 31.32 (feet) ADJUSTED EY1465 ___________________________________________________________________ EY1465 LAPLACE CORR- -3.46 (seconds) DEFLEC99 EY1465 GEOID HEIGHT- -36.54 (meters) GEOID03 EY1465 DYNAMIC HT - 9.539 (meters) 31.30 (feet) COMP EY1465 MODELED GRAV- 979,802.5 (mgal) NAVD 88 EY1465 EY1465 HORZ ORDER - SECOND EY1465 VERT ORDER - FIRST CLASS II EY1465 EY1465.The North Carolina HARNS have been completed but, EY1465.due to contractual restrictions, coordinates for these stations EY1465.will NOT be published in the near future. In the interim, the EY1465.published coordinates in North Carolina will not be EY1465.consistent with the Continuously Operating Reference Stations EY1465.(CORS). The HARN coordinates for these stations are available EY1465.upon request. Contact Gary Thompson(919-733-3836). EY1465. EY1465.In addition, the published North Carolina positions EY1465.(NAD 83 (1986)) are NOT consistent with those determined in EY1465.adjacent state readjustments. The discontinuity between stations EY1465.located in North Carolina and those in adjacent states EY1465.which have been adjusted to the HARN may be as much as 5 EY1465.decimeters. This will result in a significant loss of accuracy EY1465.over lines crossing such state borders. EY1465 EY1465 EY1465.The horizontal coordinates were established by classical geodetic methods EY1465.and adjusted by the National Geodetic Survey in January 1991. EY1465.No horizontal observational check was made to the station. EY1465 EY1465.The orthometric height was determined by differential leveling EY1465.and adjusted by the National Geodetic Survey in June 1991. EY1465 EY1465.The Laplace correction was computed from DEFLEC99 derived deflections. EY1465 EY1465.The geoid height was determined by GEOID03. EY1465 EY1465.The dynamic height is computed by dividing the NAVD 88 EY1465.geopotential number by the normal gravity value computed on the EY1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1465.degrees latitude (g = 980.6199 gals.). EY1465 EY1465.The modeled gravity was interpolated from observed gravity values. EY1465 EY1465; North East Units Scale Factor Converg. EY1465;SPC NC - 246,241.997 812,946.532 MT 0.99994650 +1 18 03.7 EY1465;SPC NC - 807,878.95 2,667,142.08 sFT 0.99994650 +1 18 03.7 EY1465;UTM 18 - 3,979,691.510 342,541.848 MT 0.99990551 -1 01 30.5 EY1465 EY1465! - Elev Factor x Scale Factor = Combined Factor EY1465!SPC NC - 1.00000424 x 0.99994650 = 0.99995074 EY1465!UTM 18 - 1.00000424 x 0.99990551 = 0.99990975 EY1465 EY1465 SUPERSEDED SURVEY CONTROL EY1465 EY1465 NGVD 29 (01/18/91) 9.87 (m) 32.4 (f) LEVELING 3 EY1465 EY1465.Superseded values are not recommended for survey control. EY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1465.See file dsdata.txt to determine how the superseded data were derived. EY1465 EY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4254279692(NAD 83) EY1465_MARKER: I = METAL ROD EY1465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1465_SP_SET: STAINLESS STEEL ROD EY1465_STAMPING: B 212 1979 EY1465_MARK LOGO: NCGS EY1465_PROJECTION: FLUSH EY1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1465_ROD/PIPE-DEPTH: 11.3 meters EY1465 EY1465 HISTORY - Date Condition Report By EY1465 HISTORY - 1979 MONUMENTED NGS EY1465 HISTORY - 1981 GOOD NCGS EY1465 EY1465 STATION DESCRIPTION EY1465 EY1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1465'4.5 MI SOUTH FROM MERRY HILL. EY1465'4.7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH EY1465'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, ON THE WEST SIDE EY1465'OF HIGHWAY BESIDE A POWER POLE APPROXIMATELY 200 FEET NORTH OF EY1465'SOUTH JUNCTION WITH SECONDARY ROUTE 1535, WHICH PARALLELS HIGHWAY EY1465'NORTHWARD, 49.6 FEET WEST OF CENTERLINE OF HIGHWAY, 36.0 FEET EY1465'EAST OF CENTERLINE OF ROAD, 1.8 FEET SOUTH OF A POWER POLE, 167.0 EY1465'FEET SOUTH OF WEST END OF A CULVERT UNDER HIGHWAY AND 10.3 FEET EY1465'EAST OF BASE OF GUY WIRE. THE DATUM POINT IS A STEEL KNOB ON TOP EY1465'OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO EY1465'FLANGE WITH ACCESS COVER. EY1465'THE MARK IS 1.0 FT N FROM A WITNESS POST. EY1465'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. EY1465 EY1465 STATION RECOVERY (1981) EY1465 EY1465'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1465'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2888 *********************************************************************** FX2888 DESIGNATION - BAKER FX2888 PID - FX2888 FX2888 STATE/COUNTY- NC/BERTIE FX2888 USGS QUAD - MERRY HILL (1982) FX2888 FX2888 *CURRENT SURVEY CONTROL FX2888 ___________________________________________________________________ FX2888* NAD 83(1986)- 36 01 16.60108(N) 076 52 06.13221(W) ADJUSTED FX2888* NAVD 88 - 12.959 (meters) 42.52 (feet) ADJUSTED FX2888 ___________________________________________________________________ FX2888 LAPLACE CORR- -5.41 (seconds) DEFLEC99 FX2888 GEOID HEIGHT- -36.13 (meters) GEOID03 FX2888 DYNAMIC HT - 12.948 (meters) 42.48 (feet) COMP FX2888 MODELED GRAV- 979,814.8 (mgal) NAVD 88 FX2888 FX2888 HORZ ORDER - SECOND FX2888 VERT ORDER - SECOND CLASS II FX2888 FX2888.The North Carolina HARNS have been completed but, FX2888.due to contractual restrictions, coordinates for these stations FX2888.will NOT be published in the near future. In the interim, the FX2888.published coordinates in North Carolina will not be FX2888.consistent with the Continuously Operating Reference Stations FX2888.(CORS). The HARN coordinates for these stations are available FX2888.upon request. Contact Gary Thompson(919-733-3836). FX2888. FX2888.In addition, the published North Carolina positions FX2888.(NAD 83 (1986)) are NOT consistent with those determined in FX2888.adjacent state readjustments. The discontinuity between stations FX2888.located in North Carolina and those in adjacent states FX2888.which have been adjusted to the HARN may be as much as 5 FX2888.decimeters. This will result in a significant loss of accuracy FX2888.over lines crossing such state borders. FX2888 FX2888 FX2888.The horizontal coordinates were established by classical geodetic methods FX2888.and adjusted by the National Geodetic Survey in January 1991. FX2888 FX2888.The orthometric height was determined by differential leveling FX2888.and adjusted by the National Geodetic Survey in June 1991. FX2888 FX2888.The Laplace correction was computed from DEFLEC99 derived deflections. FX2888 FX2888.The geoid height was determined by GEOID03. FX2888 FX2888.The dynamic height is computed by dividing the NAVD 88 FX2888.geopotential number by the normal gravity value computed on the FX2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2888.degrees latitude (g = 980.6199 gals.). FX2888 FX2888.The modeled gravity was interpolated from observed gravity values. FX2888 FX2888; North East Units Scale Factor Converg. FX2888;SPC NC - 254,024.417 801,723.255 MT 0.99996267 +1 13 49.1 FX2888;SPC NC - 833,411.77 2,630,320.38 sFT 0.99996267 +1 13 49.1 FX2888;UTM 18 - 3,987,923.121 331,644.214 MT 0.99994925 -1 05 56.5 FX2888 FX2888! - Elev Factor x Scale Factor = Combined Factor FX2888!SPC NC - 1.00000364 x 0.99996267 = 0.99996631 FX2888!UTM 18 - 1.00000364 x 0.99994925 = 0.99995289 FX2888 FX2888 SUPERSEDED SURVEY CONTROL FX2888 FX2888 NGVD 29 (01/18/91) 13.28 (m) 43.6 (f) LEVELING 3 FX2888 FX2888.Superseded values are not recommended for survey control. FX2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2888.See file dsdata.txt to determine how the superseded data were derived. FX2888 FX2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3164487923(NAD 83) FX2888_MARKER: DE = TRAVERSE STATION DISK FX2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2888_SP_SET: CONCRETE POST FX2888_STAMPING: BAKER 1980 FX2888_MARK LOGO: NCGS FX2888_PROJECTION: RECESSED 3 CENTIMETERS FX2888_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2888+STABILITY: SURFACE MOTION FX2888 FX2888 HISTORY - Date Condition Report By FX2888 HISTORY - 1980 MONUMENTED NCGS FX2888 HISTORY - 1980 GOOD NCGS FX2888 FX2888 STATION DESCRIPTION FX2888 FX2888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2888'STATION IS LOCATED APPROXIMATELY 5.0 MILES EAST-NORTHEAST OF WINDSOR FX2888'AND 5.5 MILES WEST OF MERRY HILL. FX2888' FX2888'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH FX2888'NC 308 EAST OF WINDSOR, PROCEED EASTERLY ALONG US 17 FOR 4.0 MILES TO FX2888'STATION ON THE LEFT NEAR AN OLD FENCE CORNER AND 1.3 MILE EAST OF THE FX2888'INTERSECTION WITH SR 1001 AT GREEN CROSS. FX2888' FX2888'STATION MARK IS A STANDARD DISK STAMPED---BAKER 1980---SET IN THE FX2888'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2888'SURFACE. MARK IS 36.6 FEET NORTH OF THE CENTERLINE OF US 17, 64.6 FX2888'FEET EAST OF POWER POLE H 182/47 WITH REFERENCE TAG, 119.4 FEET FX2888'NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 130.0 FEET NORTHEAST FX2888'OF TELEPHONE POLE WITH REFERENCE TAG AND 101.0 FEET NORTH OF 8 INCH FX2888'GUM ACROSS HIGHWAY WITH REFERENCE TAG. FX2888 FX2888 STATION RECOVERY (1980) FX2888 FX2888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2888'5.0 MI ENE FROM WINDSOR. FX2888'5.5 MILES WEST OF MERRY HILL. FX2888'4.0 MILES NORTHEASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION FX2888'OF US 17 WITH NC 308 EAST OF WINDSOR, ON THE LEFT NEAR AN OLD FENCE FX2888'CORNER AND 1.3 MILE EAST OF THE INTERSECTION WITH SR 1001 AT GREEN FX2888'CROSS, 36.6 FEET NORTH OF CENTERLINE OF US 17, 64.6 FEET EAST OF POWER FX2888'POLE H 182/47 WITH REFERENCE TAG, 119.4 FEET NORTHWEST OF TELEPHONE FX2888'POLE WITH REFERENCE TAG, 130.0 FEET NORTHEAST OF TELEPHONE POLE WITH FX2888'REFERENCE TAG AND 101.0 FEET NORTH OF 8 INCH GUM ACROSS HIGHWAY WITH FX2888'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8530 *********************************************************************** AF8530 DESIGNATION - BART AF8530 PID - AF8530 AF8530 STATE/COUNTY- NC/BERTIE AF8530 USGS QUAD - KELFORD (1973) AF8530 AF8530 *CURRENT SURVEY CONTROL AF8530 ___________________________________________________________________ AF8530* NAD 83(1986)- 36 12 25.48961(N) 077 14 51.87989(W) ADJUSTED AF8530* NAVD 88 - 29.6 (meters) 97. (feet) VERT ANG AF8530 ___________________________________________________________________ AF8530 LAPLACE CORR- -1.48 (seconds) DEFLEC99 AF8530 GEOID HEIGHT- -35.01 (meters) GEOID03 AF8530 AF8530 HORZ ORDER - SECOND AF8530 AF8530.The North Carolina HARNS have been completed but, AF8530.due to contractual restrictions, coordinates for these stations AF8530.will NOT be published in the near future. In the interim, the AF8530.published coordinates in North Carolina will not be AF8530.consistent with the Continuously Operating Reference Stations AF8530.(CORS). The HARN coordinates for these stations are available AF8530.upon request. Contact Gary Thompson(919-733-3836). AF8530. AF8530.In addition, the published North Carolina positions AF8530.(NAD 83 (1986)) are NOT consistent with those determined in AF8530.adjacent state readjustments. The discontinuity between stations AF8530.located in North Carolina and those in adjacent states AF8530.which have been adjusted to the HARN may be as much as 5 AF8530.decimeters. This will result in a significant loss of accuracy AF8530.over lines crossing such state borders. AF8530 AF8530 AF8530.The horizontal coordinates were established by classical geodetic methods AF8530.and adjusted by the National Geodetic Survey in June 1998. AF8530 AF8530.The orthometric height was determined by vertical angle observations. AF8530 AF8530.The Laplace correction was computed from DEFLEC99 derived deflections. AF8530 AF8530.The geoid height was determined by GEOID03. AF8530 AF8530; North East Units Scale Factor Converg. AF8530;SPC NC - 273,968.868 767,170.603 MT 1.00001153 +1 00 40.9 AF8530;SPC NC - 898,846.19 2,516,958.89 sFT 1.00001153 +1 00 40.9 AF8530;UTM 18 - 4,009,259.136 297,931.294 MT 1.00010312 -1 19 41.5 AF8530 AF8530! - Elev Factor x Scale Factor = Combined Factor AF8530!SPC NC - 1.00000085 x 1.00001153 = 1.00001238 AF8530!UTM 18 - 1.00000085 x 1.00010312 = 1.00010397 AF8530 AF8530 SUPERSEDED SURVEY CONTROL AF8530 AF8530.No superseded survey control is available for this station. AF8530 AF8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9793109259(NAD 83) AF8530_MARKER: DH = HORIZONTAL CONTROL DISK AF8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8530_STAMPING: BART 1987 AF8530_MARK LOGO: NCGS AF8530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8530+STABILITY: SURFACE MOTION AF8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8530+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8530 AF8530 HISTORY - Date Condition Report By AF8530 HISTORY - 1987 MONUMENTED NCGS AF8530 AF8530 STATION DESCRIPTION AF8530 AF8530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8530'STATION IS LOCATED IN ROXOBEL. ALONG NC 308 (MAIN STREET) FOR 0.3 MI AF8530'(0.5 KM) NORTHWEST FROM SR 1208 (CHURCH STREET) TO BARTON STREET, IN AF8530'THE WEST QUADRANT OF THE T-INTERSECTION. MARK IS RECESSED 3 INCHES AF8530'BELOW GROUND AND LEVEL WITH THE STREET. LOCATED 28.8 FT (8.8 M) AF8530'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.3 FT (10.1 M) AF8530'NORTH-NORTHWEST OF THE CENTERLINE OF BARTON STREET, 20.5 FT (6.2 M) AF8530'NORTHWEST OF THE NORTH END OF THE STREET CULVERT, 17.3 FT (5.3 M) AF8530'SOUTH OF THE SOUTH END OF A DRIVEWAY CULVERT, 92.0 FT (28.0 M) EAST OF AF8530'THE SOUTHEAST CORNER OF A BRICK HOUSE, AND 8.4 FT (2.6 M) AF8530'NORTH-NORTHWEST OF A TELEPHONE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2819 *********************************************************************** FX2819 DESIGNATION - BAZEMORE FX2819 PID - FX2819 FX2819 STATE/COUNTY- NC/BERTIE FX2819 USGS QUAD - WINDSOR NORTH (1981) FX2819 FX2819 *CURRENT SURVEY CONTROL FX2819 ___________________________________________________________________ FX2819* NAD 83(1986)- 36 00 20.72388(N) 076 57 53.99856(W) ADJUSTED FX2819* NAVD 88 - 10.617 (meters) 34.83 (feet) ADJUSTED FX2819 ___________________________________________________________________ FX2819 LAPLACE CORR- -4.29 (seconds) DEFLEC99 FX2819 GEOID HEIGHT- -35.87 (meters) GEOID03 FX2819 DYNAMIC HT - 10.608 (meters) 34.80 (feet) COMP FX2819 MODELED GRAV- 979,826.6 (mgal) NAVD 88 FX2819 FX2819 HORZ ORDER - SECOND FX2819 VERT ORDER - SECOND CLASS II FX2819 FX2819.The North Carolina HARNS have been completed but, FX2819.due to contractual restrictions, coordinates for these stations FX2819.will NOT be published in the near future. In the interim, the FX2819.published coordinates in North Carolina will not be FX2819.consistent with the Continuously Operating Reference Stations FX2819.(CORS). The HARN coordinates for these stations are available FX2819.upon request. Contact Gary Thompson(919-733-3836). FX2819. FX2819.In addition, the published North Carolina positions FX2819.(NAD 83 (1986)) are NOT consistent with those determined in FX2819.adjacent state readjustments. The discontinuity between stations FX2819.located in North Carolina and those in adjacent states FX2819.which have been adjusted to the HARN may be as much as 5 FX2819.decimeters. This will result in a significant loss of accuracy FX2819.over lines crossing such state borders. FX2819 FX2819 FX2819.The horizontal coordinates were established by classical geodetic methods FX2819.and adjusted by the National Geodetic Survey in January 1991. FX2819 FX2819.The orthometric height was determined by differential leveling FX2819.and adjusted by the National Geodetic Survey in June 1991. FX2819 FX2819.The Laplace correction was computed from DEFLEC99 derived deflections. FX2819 FX2819.The geoid height was determined by GEOID03. FX2819 FX2819.The dynamic height is computed by dividing the NAVD 88 FX2819.geopotential number by the normal gravity value computed on the FX2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2819.degrees latitude (g = 980.6199 gals.). FX2819 FX2819.The modeled gravity was interpolated from observed gravity values. FX2819 FX2819; North East Units Scale Factor Converg. FX2819;SPC NC - 252,119.825 793,050.665 MT 0.99995906 +1 10 28.4 FX2819;SPC NC - 827,163.13 2,601,867.06 sFT 0.99995906 +1 10 28.4 FX2819;UTM 18 - 3,986,372.626 322,901.313 MT 0.99998647 -1 09 19.6 FX2819 FX2819! - Elev Factor x Scale Factor = Combined Factor FX2819!SPC NC - 1.00000396 x 0.99995906 = 0.99996302 FX2819!UTM 18 - 1.00000396 x 0.99998647 = 0.99999043 FX2819 FX2819 SUPERSEDED SURVEY CONTROL FX2819 FX2819 NGVD 29 (01/18/91) 10.95 (m) 35.9 (f) LEVELING 3 FX2819 FX2819.Superseded values are not recommended for survey control. FX2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2819.See file dsdata.txt to determine how the superseded data were derived. FX2819 FX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2290186373(NAD 83) FX2819_MARKER: DE = TRAVERSE STATION DISK FX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2819_SP_SET: CONCRETE POST FX2819_STAMPING: BAZEMORE 1980 FX2819_MARK LOGO: NCGS FX2819_PROJECTION: RECESSED 3 CENTIMETERS FX2819_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2819+STABILITY: SURFACE MOTION FX2819 FX2819 HISTORY - Date Condition Report By FX2819 HISTORY - 1980 MONUMENTED NCGS FX2819 HISTORY - 1980 GOOD NCGS FX2819 HISTORY - 19950821 MARK NOT FOUND USPSQD FX2819 FX2819 STATION DESCRIPTION FX2819 FX2819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2819'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTHWEST OF WINDSOR. FX2819' FX2819'TO REACH THE STATION FROM THE INTERSECTION OF NC 308 WITH US 13 BYPASS FX2819'PROCEED NORTHWEST ALONG NC 308 FOR 0.25 MILE TO STATION ON THE LEFT FX2819'NEAR A SPEED LIMIT SIGN. FX2819' FX2819'STATION MARK IS A STANDARD DISK STAMPED---BAZEMORE 1980---SET IN THE FX2819'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2819'SURFACE AND 1 FOOT BELOW CENTERLINE OF HIGHWAY. MARK IS 26.7 FEET FX2819'SOUTHWEST OF CENTERLINE OF NC 308, 10.0 FEET WEST OF METAL SPEED LIMIT FX2819'SIGN POST, 29.4 FEET NORTHWEST OF SOUTHWEST END OF CULVERT, 33.3 FEET FX2819'NORTHWEST OF POWER POLE WITH REFERENCE TAG, 96.0 FEET SOUTHEAST OF FX2819'POWER POLE L2 WITH REFERENCE TAG AND 67.7 FEET WEST-SOUTHWEST OF 24 FX2819'INCH OAK WITH REFERENCE TAG. FX2819 FX2819 STATION RECOVERY (1980) FX2819 FX2819'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2819'1.0 MI NW FROM WINDSOR. FX2819'0.25 MILE NORTHWEST ALONG NC 308 FROM INTERSECTION WITH US 13 BYPASS, FX2819'ON THE LEFT NEAR A SPEED LIMIT SIGN, 26.7 FEET SOUTHWEST OF CENTERLINE FX2819'OF NC 308, 10.0 FEET WEST OF METAL SPEED LIMIT SIGN POST, 29.4 FEET FX2819'NORTHWEST OF SOUTHWEST END OF CULVERT, 33.3 FEET NORTHWEST OF POWER FX2819'POLE WITH REFERENCE TAG, 96.0 FEET SOUTHEAST OF POWER POLE L2 WITH FX2819'REFERENCE TAG AND 67.7 FEET WEST-SOUTHWEST OF 24 INCH OAK WITH FX2819'REFERENCE TAG. FX2819 FX2819 STATION RECOVERY (1995) FX2819 FX2819'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2819'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1921 *********************************************************************** EY1921 DESIGNATION - BELL EY1921 PID - EY1921 EY1921 STATE/COUNTY- NC/BERTIE EY1921 USGS QUAD - WINDSOR SOUTH (1978) EY1921 EY1921 *CURRENT SURVEY CONTROL EY1921 ___________________________________________________________________ EY1921* NAD 83(1986)- 35 59 35.27113(N) 076 57 52.45745(W) ADJUSTED EY1921* NAVD 88 - 9.772 (meters) 32.06 (feet) ADJUSTED EY1921 ___________________________________________________________________ EY1921 LAPLACE CORR- -4.27 (seconds) DEFLEC99 EY1921 GEOID HEIGHT- -35.89 (meters) GEOID03 EY1921 DYNAMIC HT - 9.764 (meters) 32.03 (feet) COMP EY1921 MODELED GRAV- 979,826.7 (mgal) NAVD 88 EY1921 EY1921 HORZ ORDER - SECOND EY1921 VERT ORDER - SECOND CLASS II EY1921 EY1921.The North Carolina HARNS have been completed but, EY1921.due to contractual restrictions, coordinates for these stations EY1921.will NOT be published in the near future. In the interim, the EY1921.published coordinates in North Carolina will not be EY1921.consistent with the Continuously Operating Reference Stations EY1921.(CORS). The HARN coordinates for these stations are available EY1921.upon request. Contact Gary Thompson(919-733-3836). EY1921. EY1921.In addition, the published North Carolina positions EY1921.(NAD 83 (1986)) are NOT consistent with those determined in EY1921.adjacent state readjustments. The discontinuity between stations EY1921.located in North Carolina and those in adjacent states EY1921.which have been adjusted to the HARN may be as much as 5 EY1921.decimeters. This will result in a significant loss of accuracy EY1921.over lines crossing such state borders. EY1921 EY1921 EY1921.The horizontal coordinates were established by classical geodetic methods EY1921.and adjusted by the National Geodetic Survey in January 1991. EY1921 EY1921.The orthometric height was determined by differential leveling EY1921.and adjusted by the National Geodetic Survey in June 1991. EY1921 EY1921.The Laplace correction was computed from DEFLEC99 derived deflections. EY1921 EY1921.The geoid height was determined by GEOID03. EY1921 EY1921.The dynamic height is computed by dividing the NAVD 88 EY1921.geopotential number by the normal gravity value computed on the EY1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1921.degrees latitude (g = 980.6199 gals.). EY1921 EY1921.The modeled gravity was interpolated from observed gravity values. EY1921 EY1921; North East Units Scale Factor Converg. EY1921;SPC NC - 250,720.028 793,117.972 MT 0.99995619 +1 10 29.2 EY1921;SPC NC - 822,570.63 2,602,087.88 sFT 0.99995619 +1 10 29.2 EY1921;UTM 18 - 3,984,971.210 322,911.660 MT 0.99998643 -1 09 17.5 EY1921 EY1921! - Elev Factor x Scale Factor = Combined Factor EY1921!SPC NC - 1.00000410 x 0.99995619 = 0.99996029 EY1921!UTM 18 - 1.00000410 x 0.99998643 = 0.99999053 EY1921 EY1921 SUPERSEDED SURVEY CONTROL EY1921 EY1921 NGVD 29 (01/18/91) 10.10 (m) 33.1 (f) LEVELING 3 EY1921 EY1921.Superseded values are not recommended for survey control. EY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1921.See file dsdata.txt to determine how the superseded data were derived. EY1921 EY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2291284971(NAD 83) EY1921_MARKER: DE = TRAVERSE STATION DISK EY1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1921_SP_SET: CONCRETE POST EY1921_STAMPING: BELL 1980 EY1921_MARK LOGO: NCGS EY1921_PROJECTION: RECESSED 13 CENTIMETERS EY1921_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1921+STABILITY: SURFACE MOTION EY1921 EY1921 HISTORY - Date Condition Report By EY1921 HISTORY - 1980 MONUMENTED NCGS EY1921 HISTORY - 1980 GOOD NCGS EY1921 EY1921 STATION DESCRIPTION EY1921 EY1921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1921'STATION IS LOCATED APPROXIMATELY 0.8 MILE WEST-SOUTHWEST OF WINDSOR. EY1921' EY1921'TO REACH STATION FROM INTERSECTION OF US 13 NORTH BYPASS WITH US 17 EY1921'SOUTHWEST OF WINDSOR, PROCEED NORTH ALONG US 13 FOR 0.75 MILE TO EY1921'STATION ON LEFT IN CURVE AND 0.2 MILE SOUTH OF SR 1100 CROSSROAD. EY1921' EY1921'STATION MARK IS A STANDARD DISK STAMPED---BELL 1980---SET IN TOP OF A EY1921'10 INCH CONCRETE CYLINDER 5 INCHES BELOW GROUND SURFACE AND 1 FOOT EY1921'ABOVE CENTERLINE OF HIGHWAY. MARK IS 60.6 FEET WEST-SOUTHWEST OF THE EY1921'CENTERLINE OF US 13, 2.1 FEET EAST-SOUTHEAST OF A WITNESS POST, 119.8 EY1921'FEET WEST-NORTHWEST OF POWER POLE, AND 196.0 FEET SOUTH-SOUTHWEST OF EY1921'POWER POLE BOTH WITH REFERENCE TAGS. EY1921 EY1921 STATION RECOVERY (1980) EY1921 EY1921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1921'0.8 MI WSW FROM WINDSOR. EY1921'0.75 MILE NORTHERLY ALONG US 13 FROM INTERSECTION WITH US 17 EY1921'SOUTHWEST OF WINDSOR, ON THE LEFT IN CURVE AND 0.2 MILE SOUTH OF SR EY1921'1100 CROSSROAD, 60.6 FEET WEST-SOUTHWEST OF CENTERLINE OF US 13, 2.1 EY1921'FEET EAST-SOUTHEAST OF A WITNESS POST, 119.8 FEET WEST-NORTHWEST OF EY1921'POWER POLE WITH REFERENCE TAG AND 196.0 FEET SOUTH-SOUTHWEST OF POWER EY1921'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2048 *********************************************************************** FX2048 DESIGNATION - BER 14 FX2048 PID - FX2048 FX2048 STATE/COUNTY- NC/BERTIE FX2048 USGS QUAD - EDENHOUSE (1982) FX2048 FX2048 *CURRENT SURVEY CONTROL FX2048 ___________________________________________________________________ FX2048* NAD 83(1986)- 36 02 17.68221(N) 076 44 15.96197(W) ADJUSTED FX2048* NAVD 88 - 8.649 (meters) 28.38 (feet) ADJUSTED FX2048 ___________________________________________________________________ FX2048 LAPLACE CORR- -3.47 (seconds) DEFLEC99 FX2048 GEOID HEIGHT- -36.45 (meters) GEOID03 FX2048 DYNAMIC HT - 8.642 (meters) 28.35 (feet) COMP FX2048 MODELED GRAV- 979,804.0 (mgal) NAVD 88 FX2048 FX2048 HORZ ORDER - SECOND FX2048 VERT ORDER - FIRST CLASS II FX2048 FX2048.The North Carolina HARNS have been completed but, FX2048.due to contractual restrictions, coordinates for these stations FX2048.will NOT be published in the near future. In the interim, the FX2048.published coordinates in North Carolina will not be FX2048.consistent with the Continuously Operating Reference Stations FX2048.(CORS). The HARN coordinates for these stations are available FX2048.upon request. Contact Gary Thompson(919-733-3836). FX2048. FX2048.In addition, the published North Carolina positions FX2048.(NAD 83 (1986)) are NOT consistent with those determined in FX2048.adjacent state readjustments. The discontinuity between stations FX2048.located in North Carolina and those in adjacent states FX2048.which have been adjusted to the HARN may be as much as 5 FX2048.decimeters. This will result in a significant loss of accuracy FX2048.over lines crossing such state borders. FX2048 FX2048 FX2048.The horizontal coordinates were established by classical geodetic methods FX2048.and adjusted by the National Geodetic Survey in January 1991. FX2048.No horizontal observational check was made to the station. FX2048 FX2048.The orthometric height was determined by differential leveling FX2048.and adjusted by the National Geodetic Survey in June 1991. FX2048 FX2048.The Laplace correction was computed from DEFLEC99 derived deflections. FX2048 FX2048.The geoid height was determined by GEOID03. FX2048 FX2048.The dynamic height is computed by dividing the NAVD 88 FX2048.geopotential number by the normal gravity value computed on the FX2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2048.degrees latitude (g = 980.6199 gals.). FX2048 FX2048.The modeled gravity was interpolated from observed gravity values. FX2048 FX2048; North East Units Scale Factor Converg. FX2048;SPC NC - 256,167.014 813,449.504 MT 0.99996669 +1 18 20.5 FX2048;SPC NC - 840,441.28 2,668,792.25 sFT 0.99996669 +1 18 20.5 FX2048;UTM 18 - 3,989,587.396 343,447.377 MT 0.99990200 -1 01 21.3 FX2048 FX2048! - Elev Factor x Scale Factor = Combined Factor FX2048!SPC NC - 1.00000436 x 0.99996669 = 0.99997105 FX2048!UTM 18 - 1.00000436 x 0.99990200 = 0.99990636 FX2048 FX2048 SUPERSEDED SURVEY CONTROL FX2048 FX2048 NGVD 29 (??/??/92) 8.988 (m) 29.49 (f) ADJ UNCH 1 2 FX2048 FX2048.Superseded values are not recommended for survey control. FX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2048.See file dsdata.txt to determine how the superseded data were derived. FX2048 FX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4344789587(NAD 83) FX2048_MARKER: DB = BENCH MARK DISK FX2048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES FX2048_SP_SET: SIGN BASE FX2048_STAMPING: BER 14 1974 FX2048_MARK LOGO: NCGS FX2048_PROJECTION: FLUSH FX2048_MAGNETIC: N = NO MAGNETIC MATERIAL FX2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2048+STABILITY: SURFACE MOTION FX2048 FX2048 HISTORY - Date Condition Report By FX2048 HISTORY - 1974 MONUMENTED NCGS FX2048 HISTORY - 1979 GOOD NCGS FX2048 HISTORY - 1980 GOOD NCGS FX2048 HISTORY - 1980 GOOD NCGS FX2048 FX2048 STATION DESCRIPTION FX2048 FX2048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA) FX2048'7.8 MILES WEST OF EDENTON. FX2048'BER 14 IS LOCATED APPROXIMATELY 12.3 MILES (19.8 KM) EAST OF WINDSOR. FX2048'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45, PROCEED FX2048'EAST ALONG US 17 FOR 2.75 MILES (4.43 KM) TO SR 1361 (NW) AND SR 1501 FX2048'(SE) AND STATION IN NE QUADRANT OF INTERSECTION IN CONCRETE BASE OF AN FX2048'AMOCO SIGN, 2.7 MILES (4.3 KM) WEST OF CENTER OF BRIDGE OVER CHOWAN FX2048'RIVER, 56.6 FT NORTH OF C/L OF US 17, 0.3 FT SW OF NE CORNER OF FX2048'CONCRETE BASE, 42.0 FT SSW OF SERVICE POLE WITH LAMP AND ALUMINUM REF. FX2048'TAG AND 78.6 FT SE OF SE CORNER OF SERVICE STATION STORE (JEFF WHITE FX2048'SERVICE CENTER). DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE SIGN FX2048'BASE. FX2048 FX2048 STATION RECOVERY (1979) FX2048 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FX2048'2.6 MI NE FROM MERRY HILL. FX2048'2.65 MILES EAST ALONG US HIGHWAY 17 FROM THE STATE HIGHWAY 45 FX2048'CROSSROAD AT MIDWAY, IN THE CONCRETE FOUNDATION OF A AMOCO SIGN FX2048'AT A SERVICE STATION IN NORTHEAST QUADRANT OF INTERSECTION WITH FX2048'SECONDARY ROUTE 1361 (NORTHWEST) AND SECONDARY ROUTE 1501 (SOUTHEAST), FX2048'56.8 FEET NORTH OF CENTERLINE OF HIGHWAY, 3.2 FEET NORTH OF NORTHEAST FX2048'CORNER OF A PHONE BOOTH, 41.9 FEET SOUTH OF A POWER POLE WITH FX2048'REFERENCE TAG AND 78.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF FX2048'STORE. FX2048'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2048 FX2048 STATION RECOVERY (1980) FX2048 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2048'STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF MERRY HILL FX2048'AND 7.8 MILES WEST-SOUTHWEST OF EDENTON. FX2048' FX2048'TO REACH STATION FROM THE SOUTHWEST END OF THE US 17 BRIDGE OVER THE FX2048'CHOWAN RIVER, PROCEED WESTERLY ALONG US 17 FOR 1.85 MILES TO THE FX2048'INTERSECTION WITH SR 1361 AND SR 1501, AND STATION IN THE NORTHEAST FX2048'QUADRANT IN CONCRETE BASE OF AN--AMOCO--SIGN. FX2048' FX2048'STATION MARK IS A STANDARD DISK STAMPED---BER 14 1974---SET FLUSH IN FX2048'DRILL HOLE. MARK IS 56.6 FEET NORTH OF THE CENTERLINE OF US 17, 0.3 FX2048'FEET SOUTHWEST OF NORTHEAST CORNER OF SIGN BASE, 42.0 FEET SOUTH FX2048'SOUTHWEST OF SERVICE POLE WITH LAMP AND REFERENCE TAG AND 78.6 FEET FX2048'SOUTHEAST OF SOUTHEAST CORNER OF SERVICE STATION. FX2048 FX2048 STATION RECOVERY (1980) FX2048 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2048'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2048'2.5 MILES NORTHEAST OF MERRY HILL AND 7.8 MILES WEST-SOUTHWEST OF FX2048'EDENTON. FX2048'1.85 MILES WESTERLY ALONG US 17 FROM THE SOUTHWEST END OF THE US 17 FX2048'BRIDGE OVER THE CHOWAN RIVER, IN THE NORTHEAST QUADRANT IN CONCRETE FX2048'BASE OF AN AMOCO SIGN, 56.6 FEET NORTH OF CENTERLINE OF US 17, 0.3 FX2048'FEET SOUTHWEST OF NORTHEAST CORNER OF SIGN BASE, 42.0 FEET SOUTH FX2048'SOUTHWEST OF SERVICE POLE WITH LAMP AND REFERENCE TAG AND 78.6 FEET FX2048'SOUTHEAST OF SOUTHEAST CORNER OF SERVICE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2055 *********************************************************************** FX2055 DESIGNATION - BER 18 FX2055 PID - FX2055 FX2055 STATE/COUNTY- NC/BERTIE FX2055 USGS QUAD - MERRY HILL (1982) FX2055 FX2055 *CURRENT SURVEY CONTROL FX2055 ___________________________________________________________________ FX2055* NAD 83(1986)- 36 02 36.32966(N) 076 47 09.22435(W) ADJUSTED FX2055* NAVD 88 - 9.716 (meters) 31.88 (feet) ADJUSTED FX2055 ___________________________________________________________________ FX2055 LAPLACE CORR- -4.36 (seconds) DEFLEC99 FX2055 GEOID HEIGHT- -36.34 (meters) GEOID03 FX2055 DYNAMIC HT - 9.707 (meters) 31.85 (feet) COMP FX2055 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2055 FX2055 HORZ ORDER - SECOND FX2055 VERT ORDER - SECOND CLASS II FX2055 FX2055.The North Carolina HARNS have been completed but, FX2055.due to contractual restrictions, coordinates for these stations FX2055.will NOT be published in the near future. In the interim, the FX2055.published coordinates in North Carolina will not be FX2055.consistent with the Continuously Operating Reference Stations FX2055.(CORS). The HARN coordinates for these stations are available FX2055.upon request. Contact Gary Thompson(919-733-3836). FX2055. FX2055.In addition, the published North Carolina positions FX2055.(NAD 83 (1986)) are NOT consistent with those determined in FX2055.adjacent state readjustments. The discontinuity between stations FX2055.located in North Carolina and those in adjacent states FX2055.which have been adjusted to the HARN may be as much as 5 FX2055.decimeters. This will result in a significant loss of accuracy FX2055.over lines crossing such state borders. FX2055 FX2055 FX2055.The horizontal coordinates were established by classical geodetic methods FX2055.and adjusted by the National Geodetic Survey in January 1991. FX2055.No horizontal observational check was made to the station. FX2055 FX2055.The orthometric height was determined by differential leveling FX2055.and adjusted by the National Geodetic Survey in June 1991. FX2055 FX2055.The Laplace correction was computed from DEFLEC99 derived deflections. FX2055 FX2055.The geoid height was determined by GEOID03. FX2055 FX2055.The dynamic height is computed by dividing the NAVD 88 FX2055.geopotential number by the normal gravity value computed on the FX2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2055.degrees latitude (g = 980.6199 gals.). FX2055 FX2055.The modeled gravity was interpolated from observed gravity values. FX2055 FX2055; North East Units Scale Factor Converg. FX2055;SPC NC - 256,643.828 809,100.592 MT 0.99996793 +1 16 40.5 FX2055;SPC NC - 842,005.63 2,654,524.19 sFT 0.99996793 +1 16 40.5 FX2055;UTM 18 - 3,990,240.478 339,121.676 MT 0.99991892 -1 03 03.8 FX2055 FX2055! - Elev Factor x Scale Factor = Combined Factor FX2055!SPC NC - 1.00000418 x 0.99996793 = 0.99997211 FX2055!UTM 18 - 1.00000418 x 0.99991892 = 0.99992310 FX2055 FX2055 SUPERSEDED SURVEY CONTROL FX2055 FX2055 NGVD 29 (??/??/92) 10.048 (m) 32.97 (f) ADJ UNCH 2 2 FX2055 FX2055.Superseded values are not recommended for survey control. FX2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2055.See file dsdata.txt to determine how the superseded data were derived. FX2055 FX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3912290240(NAD 83) FX2055_MARKER: DB = BENCH MARK DISK FX2055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FX2055_SP_SET: CULVERT HEADWALL FX2055_STAMPING: BER 18 1974 FX2055_MARK LOGO: NCGS FX2055_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2055+STABILITY: SURFACE MOTION FX2055 FX2055 HISTORY - Date Condition Report By FX2055 HISTORY - 1974 MONUMENTED NCGS FX2055 FX2055 STATION DESCRIPTION FX2055 FX2055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA) FX2055'9.9 MILES ENE OF WINDSOR FX2055'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH FX2055'ALONG NC 45 FOR 0.65 MILE (1.05 KM) TO STATION ON RIGHT IN EAST FX2055'CONCRETE HEADWALL FOR CULVERT UNDER HIGHWAY, 16.4 FT EAST OF C/L NC FX2055'45, 0.6 FT NORTH OF SOUTH END OF HEADWALL, 39.8 FT SOUTH OF SOUTH END FX2055'OF CULVERT UNDER DIRT DRIVE TO YELLOW FRAME HOUSE, 55.0 FT SW OF TP 15 FX2055'WITH ALUMINUM REF. TAG, AND 64.3 FT NNW OF 24-INCH PINE WITH ALUMINUM FX2055'REF. TAG. DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2529 *********************************************************************** FX2529 DESIGNATION - BER 26 FX2529 PID - FX2529 FX2529 STATE/COUNTY- NC/BERTIE FX2529 USGS QUAD - KELFORD (1973) FX2529 FX2529 *CURRENT SURVEY CONTROL FX2529 ___________________________________________________________________ FX2529* NAD 83(1986)- 36 08 48.90332(N) 077 12 43.60017(W) ADJUSTED FX2529* NAVD 88 - 25.665 (meters) 84.20 (feet) ADJUSTED FX2529 ___________________________________________________________________ FX2529 LAPLACE CORR- -1.49 (seconds) DEFLEC99 FX2529 GEOID HEIGHT- -35.14 (meters) GEOID03 FX2529 DYNAMIC HT - 25.645 (meters) 84.14 (feet) COMP FX2529 MODELED GRAV- 979,830.2 (mgal) NAVD 88 FX2529 FX2529 HORZ ORDER - SECOND FX2529 VERT ORDER - SECOND CLASS II FX2529 FX2529.The North Carolina HARNS have been completed but, FX2529.due to contractual restrictions, coordinates for these stations FX2529.will NOT be published in the near future. In the interim, the FX2529.published coordinates in North Carolina will not be FX2529.consistent with the Continuously Operating Reference Stations FX2529.(CORS). The HARN coordinates for these stations are available FX2529.upon request. Contact Gary Thompson(919-733-3836). FX2529. FX2529.In addition, the published North Carolina positions FX2529.(NAD 83 (1986)) are NOT consistent with those determined in FX2529.adjacent state readjustments. The discontinuity between stations FX2529.located in North Carolina and those in adjacent states FX2529.which have been adjusted to the HARN may be as much as 5 FX2529.decimeters. This will result in a significant loss of accuracy FX2529.over lines crossing such state borders. FX2529 FX2529 FX2529.The horizontal coordinates were established by classical geodetic methods FX2529.and adjusted by the National Geodetic Survey in March 2000. FX2529 FX2529.The orthometric height was determined by differential leveling FX2529.and adjusted by the National Geodetic Survey in June 1991. FX2529 FX2529.The Laplace correction was computed from DEFLEC99 derived deflections. FX2529 FX2529.The geoid height was determined by GEOID03. FX2529 FX2529.The dynamic height is computed by dividing the NAVD 88 FX2529.geopotential number by the normal gravity value computed on the FX2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2529.degrees latitude (g = 980.6199 gals.). FX2529 FX2529.The modeled gravity was interpolated from observed gravity values. FX2529 FX2529; North East Units Scale Factor Converg. FX2529;SPC NC - 267,351.257 770,494.763 MT 0.99999455 +1 01 54.9 FX2529;SPC NC - 877,134.92 2,527,864.90 sFT 0.99999455 +1 01 54.9 FX2529;UTM 18 - 4,002,510.783 300,982.965 MT 1.00008805 -1 18 18.9 FX2529 FX2529! - Elev Factor x Scale Factor = Combined Factor FX2529!SPC NC - 1.00000149 x 0.99999455 = 0.99999604 FX2529!UTM 18 - 1.00000149 x 1.00008805 = 1.00008954 FX2529 FX2529 SUPERSEDED SURVEY CONTROL FX2529 FX2529 NAVD 88 (03/10/00) 25.66 (m) 84.2 (f) LEVELING 3 FX2529 NGVD 29 (??/??/92) 26.019 (m) 85.36 (f) ADJ UNCH 2 2 FX2529 FX2529.Superseded values are not recommended for survey control. FX2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2529.See file dsdata.txt to determine how the superseded data were derived. FX2529 FX2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0098302511(NAD 83) FX2529_MARKER: DD = SURVEY DISK FX2529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FX2529_SP_SET: GAS ISLAND FX2529_STAMPING: BER-26 1975 FX2529_MARK LOGO: NCGS FX2529_MAGNETIC: N = NO MAGNETIC MATERIAL FX2529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2529+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1993 FX2529 FX2529 HISTORY - Date Condition Report By FX2529 HISTORY - 1975 MONUMENTED NCGS FX2529 HISTORY - 19930802 GOOD NCGS FX2529 FX2529 STATION DESCRIPTION FX2529 FX2529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2529'2.4 MI S FROM KELFORD. FX2529'TO REACH STATION FROM INTERSECTION OF NC 308 WITH NC 11 IN EAST FX2529'SECTION OF LEWISTON, PROCEED NORTHWESTERLY ALONG NC 308 FOR 3.2 MILES FX2529'TO STATION ON LEFT, IN CONCRETE GAS PUMP ISLAND AT PEELES GROCERY AND FX2529'SERVICE STATION, AND 0.25 MILE NORTH OF INTERSECTION WITH SR 1134 FX2529'WEST, 47.2 FT. WEST OF C/L OF NC 308, 0.6 FT. SOUTH OF NORTHERNMOST FX2529'END OF GAS ISLAND, 24.7 FT. ENE OF CENTER OF MAIN ENTRANCE TO PEELES FX2529'GROCERY AND SERVICE STATION, AND 34.6 FT. SSE OF PP NO.XA-18 WITH FX2529'TRANSFORMER AND ALUMINUM REF. TAG. DISK IS SET FLUSH IN DRILL HOLE IN FX2529'CONCRETE GAS ISLAND. FX2529 FX2529 STATION RECOVERY (1993) FX2529 FX2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX2529'RECOVERED IN AUGUST 1993 IN GOOD CONDITION. STATION IS LOCATED ABOUT FX2529'2.45 MI (3.94 KM) SOUTH OF KELFORD. THE GROCERY AND SERVICE STATION FX2529'IS NOW A LOUNGE AND GAS PUMPS HAVE BEEN REMOVED. FOUND DESTROYED BY FX2529'NCGS 09-21-1999. GAS PUMP ISLAND HAS BEEN COMPLETELY REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2534 *********************************************************************** FX2534 DESIGNATION - BER 29 FX2534 PID - FX2534 FX2534 STATE/COUNTY- NC/BERTIE FX2534 USGS QUAD - WOODVILLE (1972) FX2534 FX2534 *CURRENT SURVEY CONTROL FX2534 ___________________________________________________________________ FX2534* NAD 83(1986)- 36 06 09.79280(N) 077 10 59.85748(W) ADJUSTED FX2534* NAVD 88 - 22.273 (meters) 73.07 (feet) ADJUSTED FX2534 ___________________________________________________________________ FX2534 LAPLACE CORR- -1.82 (seconds) DEFLEC99 FX2534 GEOID HEIGHT- -35.24 (meters) GEOID03 FX2534 DYNAMIC HT - 22.255 (meters) 73.01 (feet) COMP FX2534 MODELED GRAV- 979,829.6 (mgal) NAVD 88 FX2534 FX2534 HORZ ORDER - SECOND FX2534 VERT ORDER - SECOND CLASS II FX2534 FX2534.The North Carolina HARNS have been completed but, FX2534.due to contractual restrictions, coordinates for these stations FX2534.will NOT be published in the near future. In the interim, the FX2534.published coordinates in North Carolina will not be FX2534.consistent with the Continuously Operating Reference Stations FX2534.(CORS). The HARN coordinates for these stations are available FX2534.upon request. Contact Gary Thompson(919-733-3836). FX2534. FX2534.In addition, the published North Carolina positions FX2534.(NAD 83 (1986)) are NOT consistent with those determined in FX2534.adjacent state readjustments. The discontinuity between stations FX2534.located in North Carolina and those in adjacent states FX2534.which have been adjusted to the HARN may be as much as 5 FX2534.decimeters. This will result in a significant loss of accuracy FX2534.over lines crossing such state borders. FX2534 FX2534 FX2534.The horizontal coordinates were established by classical geodetic methods FX2534.and adjusted by the National Geodetic Survey in January 1991. FX2534.No horizontal observational check was made to the station. FX2534 FX2534.The orthometric height was determined by differential leveling FX2534.and adjusted by the National Geodetic Survey in June 1991. FX2534 FX2534.The Laplace correction was computed from DEFLEC99 derived deflections. FX2534 FX2534.The geoid height was determined by GEOID03. FX2534 FX2534.The dynamic height is computed by dividing the NAVD 88 FX2534.geopotential number by the normal gravity value computed on the FX2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2534.degrees latitude (g = 980.6199 gals.). FX2534 FX2534.The modeled gravity was interpolated from observed gravity values. FX2534 FX2534; North East Units Scale Factor Converg. FX2534;SPC NC - 262,495.019 773,177.522 MT 0.99998278 +1 02 54.8 FX2534;SPC NC - 861,202.41 2,536,666.59 sFT 0.99998278 +1 02 54.8 FX2534;UTM 18 - 3,997,548.756 303,465.762 MT 1.00007595 -1 17 12.8 FX2534 FX2534! - Elev Factor x Scale Factor = Combined Factor FX2534!SPC NC - 1.00000203 x 0.99998278 = 0.99998481 FX2534!UTM 18 - 1.00000203 x 1.00007595 = 1.00007799 FX2534 FX2534 SUPERSEDED SURVEY CONTROL FX2534 FX2534 NGVD 29 (??/??/92) 22.621 (m) 74.22 (f) ADJ UNCH 2 2 FX2534 FX2534.Superseded values are not recommended for survey control. FX2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2534.See file dsdata.txt to determine how the superseded data were derived. FX2534 FX2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0346697549(NAD 83) FX2534_MARKER: DD = SURVEY DISK FX2534_SETTING: 30 = SET IN A LIGHT STRUCTURE FX2534_SP_SET: R/W MAKER FX2534_STAMPING: BER-29 1975 FX2534_MARK LOGO: NCGS FX2534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX2534 FX2534 HISTORY - Date Condition Report By FX2534 HISTORY - 1975 MONUMENTED NCGS FX2534 HISTORY - 1980 GOOD NCGS FX2534 HISTORY - 19950505 GOOD USPSQD FX2534 FX2534 STATION DESCRIPTION FX2534 FX2534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2534'1.5 MI S FROM LEWISTON. FX2534'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST FX2534'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 1.45 MILES TO FX2534'STATION ON LEFT IN TOP OF A NCHC R/W MARKER APPROXIMATELY 125 FEET SW FX2534'OF THE GRACE EPISCOPAL CHURCH AND AT THE SW CORNER OF THE GRAVEYARD, FX2534'0.1 MILE SOUTH OF T INTERSECTION WITH SR 1120 EAST. 126.3 FT. ESE OF FX2534'C/L OF NC 11, 61.4 FT. NORTH OF C/L OF DIRT DRIVEWAY EAST, 1.2 FT. FX2534'EAST OF EASTERNMOST CORNER OF FENCE POST (6 IN. DIAMETER) WITH FX2534'ALUMINUM REF. TAG, 5.9 FT. WEST OF EASTERNMOST 8X8 FENCE BRACE POST FX2534'WITH ALUMINUM REF. TAG, AND 6.3 FT. SSE OF 43 IN. ELM. DISK IS SET FX2534'FLUSH IN TOP OF CONCRETE R/W MARKER PROJECTING 6 INCHES. FX2534 FX2534 STATION RECOVERY (1980) FX2534 FX2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2534'RECOVERED IN GOOD CONDITION. FX2534 FX2534 STATION RECOVERY (1995) FX2534 FX2534'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2534'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2535 *********************************************************************** FX2535 DESIGNATION - BER 30 FX2535 PID - FX2535 FX2535 STATE/COUNTY- NC/BERTIE FX2535 USGS QUAD - WOODVILLE (1972) FX2535 FX2535 *CURRENT SURVEY CONTROL FX2535 ___________________________________________________________________ FX2535* NAD 83(1986)- 36 05 53.44466(N) 077 11 13.57228(W) ADJUSTED FX2535* NAVD 88 - 19.268 (meters) 63.22 (feet) ADJUSTED FX2535 ___________________________________________________________________ FX2535 LAPLACE CORR- -1.76 (seconds) DEFLEC99 FX2535 GEOID HEIGHT- -35.24 (meters) GEOID03 FX2535 DYNAMIC HT - 19.252 (meters) 63.16 (feet) COMP FX2535 MODELED GRAV- 979,829.2 (mgal) NAVD 88 FX2535 FX2535 HORZ ORDER - SECOND FX2535 VERT ORDER - SECOND CLASS II FX2535 FX2535.The North Carolina HARNS have been completed but, FX2535.due to contractual restrictions, coordinates for these stations FX2535.will NOT be published in the near future. In the interim, the FX2535.published coordinates in North Carolina will not be FX2535.consistent with the Continuously Operating Reference Stations FX2535.(CORS). The HARN coordinates for these stations are available FX2535.upon request. Contact Gary Thompson(919-733-3836). FX2535. FX2535.In addition, the published North Carolina positions FX2535.(NAD 83 (1986)) are NOT consistent with those determined in FX2535.adjacent state readjustments. The discontinuity between stations FX2535.located in North Carolina and those in adjacent states FX2535.which have been adjusted to the HARN may be as much as 5 FX2535.decimeters. This will result in a significant loss of accuracy FX2535.over lines crossing such state borders. FX2535 FX2535 FX2535.The horizontal coordinates were established by classical geodetic methods FX2535.and adjusted by the National Geodetic Survey in January 1991. FX2535.No horizontal observational check was made to the station. FX2535 FX2535.The orthometric height was determined by differential leveling FX2535.and adjusted by the National Geodetic Survey in June 1991. FX2535 FX2535.The Laplace correction was computed from DEFLEC99 derived deflections. FX2535 FX2535.The geoid height was determined by GEOID03. FX2535 FX2535.The dynamic height is computed by dividing the NAVD 88 FX2535.geopotential number by the normal gravity value computed on the FX2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2535.degrees latitude (g = 980.6199 gals.). FX2535 FX2535.The modeled gravity was interpolated from observed gravity values. FX2535 FX2535; North East Units Scale Factor Converg. FX2535;SPC NC - 261,984.951 772,843.739 MT 0.99998161 +1 02 46.9 FX2535;SPC NC - 859,528.96 2,535,571.50 sFT 0.99998161 +1 02 46.9 FX2535;UTM 18 - 3,997,052.666 303,111.438 MT 1.00007767 -1 17 20.4 FX2535 FX2535! - Elev Factor x Scale Factor = Combined Factor FX2535!SPC NC - 1.00000251 x 0.99998161 = 0.99998412 FX2535!UTM 18 - 1.00000251 x 1.00007767 = 1.00008018 FX2535 FX2535 SUPERSEDED SURVEY CONTROL FX2535 FX2535 NGVD 29 (??/??/92) 19.614 (m) 64.35 (f) ADJ UNCH 2 2 FX2535 FX2535.Superseded values are not recommended for survey control. FX2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2535.See file dsdata.txt to determine how the superseded data were derived. FX2535 FX2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0311197053(NAD 83) FX2535_MARKER: DD = SURVEY DISK FX2535_SETTING: 30 = SET IN A LIGHT STRUCTURE FX2535_SP_SET: R/W MARKER FX2535_STAMPING: BER-30 1975 FX2535_MARK LOGO: NCGS FX2535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX2535 FX2535 HISTORY - Date Condition Report By FX2535 HISTORY - 1975 MONUMENTED NCGS FX2535 HISTORY - 1980 GOOD NCGS FX2535 HISTORY - 19950505 GOOD USPSQD FX2535 FX2535 STATION DESCRIPTION FX2535 FX2535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2535'1.9 MI SSW FROM LEWISTON. FX2535'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST FX2535'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 1.85 MILES TO T FX2535'INTERSECTION WITH SR 1128 WEST AND STATION ON LEFT, IN THE TOP OF A FX2535'R/W MARKER, APPROXIMATELY 135 FEET SSE OF THE INTERSECTION AND FX2535'APPROXIMATELY 175 FEET WEST OF THE ROANOKE ELECTRIC CORPORATION FX2535'WOODVILLE SUBSTATION. 124.7 FT. SE OF C/L OF NC 11, 13.7 FT. NE OF FX2535'C/L OF DIRT ROAD SE TO ROANOKE ELECTRIC CORPORATION WOODVILLE FX2535'SUBSTATION, 1.1 FT. SOUTH OF CORNER OF RIGHT-OF-WAY FENCE POST WITH FX2535'ALUMINUM REF. TAG, AND 19.9 FT. WEST OF PP NO. MK 86 WITH ALUMINUM FX2535'REF. TAG. DISK IS SET FLUSH IN TOP OF CONCRETE R/W MARKER PROJECTING FX2535'8 INCHES. FX2535 FX2535 STATION RECOVERY (1980) FX2535 FX2535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2535'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2535'THE MARK IS 1 FT BELOW HIGHWAY. FX2535 FX2535 STATION RECOVERY (1995) FX2535 FX2535'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2535'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2537 *********************************************************************** FX2537 DESIGNATION - BER 31 FX2537 PID - FX2537 FX2537 STATE/COUNTY- NC/BERTIE FX2537 USGS QUAD - WOODVILLE (1972) FX2537 FX2537 *CURRENT SURVEY CONTROL FX2537 ___________________________________________________________________ FX2537* NAD 83(1986)- 36 04 49.65033(N) 077 11 31.05820(W) ADJUSTED FX2537* NAVD 88 - 15.550 (meters) 51.02 (feet) ADJUSTED FX2537 ___________________________________________________________________ FX2537 LAPLACE CORR- -1.70 (seconds) DEFLEC99 FX2537 GEOID HEIGHT- -35.26 (meters) GEOID03 FX2537 DYNAMIC HT - 15.538 (meters) 50.98 (feet) COMP FX2537 MODELED GRAV- 979,828.1 (mgal) NAVD 88 FX2537 FX2537 HORZ ORDER - SECOND FX2537 VERT ORDER - SECOND CLASS II FX2537 FX2537.The North Carolina HARNS have been completed but, FX2537.due to contractual restrictions, coordinates for these stations FX2537.will NOT be published in the near future. In the interim, the FX2537.published coordinates in North Carolina will not be FX2537.consistent with the Continuously Operating Reference Stations FX2537.(CORS). The HARN coordinates for these stations are available FX2537.upon request. Contact Gary Thompson(919-733-3836). FX2537. FX2537.In addition, the published North Carolina positions FX2537.(NAD 83 (1986)) are NOT consistent with those determined in FX2537.adjacent state readjustments. The discontinuity between stations FX2537.located in North Carolina and those in adjacent states FX2537.which have been adjusted to the HARN may be as much as 5 FX2537.decimeters. This will result in a significant loss of accuracy FX2537.over lines crossing such state borders. FX2537 FX2537 FX2537.The horizontal coordinates were established by classical geodetic methods FX2537.and adjusted by the National Geodetic Survey in January 1991. FX2537 FX2537.The orthometric height was determined by differential leveling FX2537.and adjusted by the National Geodetic Survey in June 1991. FX2537 FX2537.The Laplace correction was computed from DEFLEC99 derived deflections. FX2537 FX2537.The geoid height was determined by GEOID03. FX2537 FX2537.The dynamic height is computed by dividing the NAVD 88 FX2537.geopotential number by the normal gravity value computed on the FX2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2537.degrees latitude (g = 980.6199 gals.). FX2537 FX2537.The modeled gravity was interpolated from observed gravity values. FX2537 FX2537; North East Units Scale Factor Converg. FX2537;SPC NC - 260,011.047 772,442.231 MT 0.99997708 +1 02 36.8 FX2537;SPC NC - 853,052.91 2,534,254.22 sFT 0.99997708 +1 02 36.8 FX2537;UTM 18 - 3,995,096.565 302,629.790 MT 1.00008001 -1 17 28.7 FX2537 FX2537! - Elev Factor x Scale Factor = Combined Factor FX2537!SPC NC - 1.00000309 x 0.99997708 = 0.99998017 FX2537!UTM 18 - 1.00000309 x 1.00008001 = 1.00008310 FX2537 FX2537 SUPERSEDED SURVEY CONTROL FX2537 FX2537 NGVD 29 (??/??/92) 15.893 (m) 52.14 (f) ADJ UNCH 2 2 FX2537 FX2537.Superseded values are not recommended for survey control. FX2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2537.See file dsdata.txt to determine how the superseded data were derived. FX2537 FX2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0263095097(NAD 83) FX2537_MARKER: DD = SURVEY DISK FX2537_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FX2537_SP_SET: TRAFFIC ISLAND FX2537_STAMPING: BER-31 1975 FX2537_MARK LOGO: NCGS FX2537_MAGNETIC: N = NO MAGNETIC MATERIAL FX2537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX2537 FX2537 HISTORY - Date Condition Report By FX2537 HISTORY - 1975 MONUMENTED NCGS FX2537 HISTORY - 1980 GOOD NCGS FX2537 HISTORY - 1980 GOOD NCGS FX2537 HISTORY - 19930921 GOOD NCGS FX2537 HISTORY - 19950505 GOOD USPSQD FX2537 FX2537 STATION DESCRIPTION FX2537 FX2537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2537'3.1 MI SSW FROM LEWISTON. FX2537'TO REACH STATION FROM INTERSECTION OF NC 11 WITH 308 IN EAST SECTION FX2537'OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.15 MILES TO T FX2537'INTERSECTION WITH SR 1108 EAST AND STATION ON LEFT, IN CONCRETE FX2537'TRAFFIC ISLAND ON SR 1108. 50.4 FT. ESE OF C/L OF NC 11, 4.6 FT. SSE FX2537'OF NORTH EDGE OF ISLAND, 4.7 FT. NNE OF SOUTH EDGE OF ISLAND, AND 47.3 FX2537'FT. WNW OF EASTERNMOST DIVIDED ROAD SIGN WITH ALUMINUM REF. TAG. DISK FX2537'IS SET FLUSH IN DRILL HOLE IN CONCRETE ISLAND. FX2537 FX2537 STATION RECOVERY (1980) FX2537 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2537'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH-SOUTHWEST OF FX2537'LEWISTON. FX2537' FX2537'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2537'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 3.15 MILES TO A FX2537'STATION ON THE LEFT IN THE CONCRETE TRAFFIC ISLAND OF SR 1108. FX2537' FX2537'STATION MARK IS A STANDARD DISK STAMPED---BER 31 1975---, SET IN THE FX2537'DRILLED HOLE IN THE CONCRETE. THE MARK IS 50.3 FEET SOUTHEAST OF THE FX2537'CENTERLINE OF NC 11-42, 19.2 FEET SOUTHEAST OF A--STOP--SIGN WITH A FX2537'REFERENCE TAG AND 47.1 FEET NORTHWEST OF A DIRECTION SIGN WITH FX2537'REFERENCE TAG. FX2537 FX2537 STATION RECOVERY (1980) FX2537 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2537'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2537'THE MARK IS 1 FT ABOVE HIGHWAY. FX2537 FX2537 STATION RECOVERY (1993) FX2537 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) FX2537'RECOVERED AS DESCRIBED. FX2537 FX2537 STATION RECOVERY (1995) FX2537 FX2537'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2537'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2538 *********************************************************************** FX2538 DESIGNATION - BER 32 FX2538 PID - FX2538 FX2538 STATE/COUNTY- NC/BERTIE FX2538 USGS QUAD - WOODVILLE (1972) FX2538 FX2538 *CURRENT SURVEY CONTROL FX2538 ___________________________________________________________________ FX2538* NAD 83(1986)- 36 03 37.09753(N) 077 12 07.51872(W) ADJUSTED FX2538* NAVD 88 - 8.404 (meters) 27.57 (feet) ADJUSTED FX2538 ___________________________________________________________________ FX2538 LAPLACE CORR- -1.55 (seconds) DEFLEC99 FX2538 GEOID HEIGHT- -35.28 (meters) GEOID03 FX2538 DYNAMIC HT - 8.397 (meters) 27.55 (feet) COMP FX2538 MODELED GRAV- 979,826.7 (mgal) NAVD 88 FX2538 FX2538 HORZ ORDER - SECOND FX2538 VERT ORDER - SECOND CLASS II FX2538 FX2538.The North Carolina HARNS have been completed but, FX2538.due to contractual restrictions, coordinates for these stations FX2538.will NOT be published in the near future. In the interim, the FX2538.published coordinates in North Carolina will not be FX2538.consistent with the Continuously Operating Reference Stations FX2538.(CORS). The HARN coordinates for these stations are available FX2538.upon request. Contact Gary Thompson(919-733-3836). FX2538. FX2538.In addition, the published North Carolina positions FX2538.(NAD 83 (1986)) are NOT consistent with those determined in FX2538.adjacent state readjustments. The discontinuity between stations FX2538.located in North Carolina and those in adjacent states FX2538.which have been adjusted to the HARN may be as much as 5 FX2538.decimeters. This will result in a significant loss of accuracy FX2538.over lines crossing such state borders. FX2538 FX2538 FX2538.The horizontal coordinates were established by classical geodetic methods FX2538.and adjusted by the National Geodetic Survey in January 1991. FX2538.No horizontal observational check was made to the station. FX2538 FX2538.The orthometric height was determined by differential leveling FX2538.and adjusted by the National Geodetic Survey in June 1991. FX2538 FX2538.The Laplace correction was computed from DEFLEC99 derived deflections. FX2538 FX2538.The geoid height was determined by GEOID03. FX2538 FX2538.The dynamic height is computed by dividing the NAVD 88 FX2538.geopotential number by the normal gravity value computed on the FX2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2538.degrees latitude (g = 980.6199 gals.). FX2538 FX2538.The modeled gravity was interpolated from observed gravity values. FX2538 FX2538; North East Units Scale Factor Converg. FX2538;SPC NC - 257,758.658 771,570.658 MT 0.99997205 +1 02 15.7 FX2538;SPC NC - 845,663.20 2,531,394.73 sFT 0.99997205 +1 02 15.7 FX2538;UTM 18 - 3,992,881.311 301,667.086 MT 1.00008471 -1 17 47.9 FX2538 FX2538! - Elev Factor x Scale Factor = Combined Factor FX2538!SPC NC - 1.00000422 x 0.99997205 = 0.99997627 FX2538!UTM 18 - 1.00000422 x 1.00008471 = 1.00008893 FX2538 FX2538 SUPERSEDED SURVEY CONTROL FX2538 FX2538 NGVD 29 (??/??/92) 8.746 (m) 28.69 (f) ADJ UNCH 2 2 FX2538 FX2538.Superseded values are not recommended for survey control. FX2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2538.See file dsdata.txt to determine how the superseded data were derived. FX2538 FX2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0166792881(NAD 83) FX2538_MARKER: DD = SURVEY DISK FX2538_SETTING: 30 = SET IN A LIGHT STRUCTURE FX2538_SP_SET: CULVERT FX2538_STAMPING: BER-32 1975 FX2538_MARK LOGO: NCGS FX2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX2538 FX2538 HISTORY - Date Condition Report By FX2538 HISTORY - 1975 MONUMENTED NCGS FX2538 HISTORY - 1980 GOOD NCGS FX2538 HISTORY - 1982 GOOD NCDNR FX2538 HISTORY - 19950505 POOR USPSQD FX2538 FX2538 STATION DESCRIPTION FX2538 FX2538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2538'4.5 MI SSW FROM LEWISTON. FX2538'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST FX2538'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 4.65 MILES TO FX2538'STATION ON RIGHT, IN WEST HEADWALL OF SMALL CULVERT UNDER HIGHWAY, AND FX2538'0.15 MILE SSW OF INTERSECTION WITH SR 1126. 34.4 FT. WNW OF C/L OF NC FX2538'11, 0.7 FT. NORTH OF SOUTH END OF HEADWALL, 7.2 FT. SOUTH OF NORTH END FX2538'OF HEADWALL, AND 41.1 FT. NE OF 4 IN. WATER HICKORY (IN A CLUSTER OF FX2538'5) WITH ALUMINUM REF. TAG. DISK IS SET FLUSH IN DRILL HOLE IN FX2538'CONCRETE HEADWALL. FX2538 FX2538 STATION RECOVERY (1980) FX2538 FX2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2538'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2538'THE MARK IS 1 FT BELOW HIGHWAY. FX2538 FX2538 STATION RECOVERY (1982) FX2538 FX2538'RECOVERY NOTE BY NC DEPT OF NAT RES 1982 FX2538'RECOVERED IN GOOD CONDITION. FX2538 FX2538 STATION RECOVERY (1995) FX2538 FX2538'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2538'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1691 *********************************************************************** EY1691 DESIGNATION - BER 49 EY1691 PID - EY1691 EY1691 STATE/COUNTY- NC/BERTIE EY1691 USGS QUAD - QUITSNA (1981) EY1691 EY1691 *CURRENT SURVEY CONTROL EY1691 ___________________________________________________________________ EY1691* NAD 83(1986)- 35 54 42.66322(N) 077 00 38.42535(W) ADJUSTED EY1691* NAVD 88 - 8.364 (meters) 27.44 (feet) ADJUSTED EY1691 ___________________________________________________________________ EY1691 LAPLACE CORR- -4.20 (seconds) DEFLEC99 EY1691 GEOID HEIGHT- -35.94 (meters) GEOID03 EY1691 DYNAMIC HT - 8.357 (meters) 27.42 (feet) COMP EY1691 MODELED GRAV- 979,816.5 (mgal) NAVD 88 EY1691 EY1691 HORZ ORDER - SECOND EY1691 VERT ORDER - SECOND CLASS II EY1691 EY1691.The North Carolina HARNS have been completed but, EY1691.due to contractual restrictions, coordinates for these stations EY1691.will NOT be published in the near future. In the interim, the EY1691.published coordinates in North Carolina will not be EY1691.consistent with the Continuously Operating Reference Stations EY1691.(CORS). The HARN coordinates for these stations are available EY1691.upon request. Contact Gary Thompson(919-733-3836). EY1691. EY1691.In addition, the published North Carolina positions EY1691.(NAD 83 (1986)) are NOT consistent with those determined in EY1691.adjacent state readjustments. The discontinuity between stations EY1691.located in North Carolina and those in adjacent states EY1691.which have been adjusted to the HARN may be as much as 5 EY1691.decimeters. This will result in a significant loss of accuracy EY1691.over lines crossing such state borders. EY1691 EY1691 EY1691.The horizontal coordinates were established by classical geodetic methods EY1691.and adjusted by the National Geodetic Survey in January 1991. EY1691 EY1691.The orthometric height was determined by differential leveling EY1691.and adjusted by the National Geodetic Survey in June 1991. EY1691 EY1691.The Laplace correction was computed from DEFLEC99 derived deflections. EY1691 EY1691.The geoid height was determined by GEOID03. EY1691 EY1691.The dynamic height is computed by dividing the NAVD 88 EY1691.geopotential number by the normal gravity value computed on the EY1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1691.degrees latitude (g = 980.6199 gals.). EY1691 EY1691.The modeled gravity was interpolated from observed gravity values. EY1691 EY1691; North East Units Scale Factor Converg. EY1691;SPC NC - 241,619.379 789,142.612 MT 0.99993884 +1 08 53.4 EY1691;SPC NC - 792,712.91 2,589,045.39 sFT 0.99993884 +1 08 53.4 EY1691;UTM 18 - 3,976,039.173 318,569.584 MT 1.00000562 -1 10 46.8 EY1691 EY1691! - Elev Factor x Scale Factor = Combined Factor EY1691!SPC NC - 1.00000433 x 0.99993884 = 0.99994317 EY1691!UTM 18 - 1.00000433 x 1.00000562 = 1.00000995 EY1691 EY1691 SUPERSEDED SURVEY CONTROL EY1691 EY1691 NGVD 29 (??/??/92) 8.692 (m) 28.52 (f) ADJ UNCH 2 2 EY1691 EY1691.Superseded values are not recommended for survey control. EY1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1691.See file dsdata.txt to determine how the superseded data were derived. EY1691 EY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1857076039(NAD 83) EY1691_MARKER: DD = SURVEY DISK EY1691_SETTING: 30 = SET IN A LIGHT STRUCTURE EY1691_SP_SET: TRAFFIC ISLAND EY1691_STAMPING: BER-49 1975 EY1691_MARK LOGO: NCGS EY1691_MAGNETIC: N = NO MAGNETIC MATERIAL EY1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY1691 EY1691 HISTORY - Date Condition Report By EY1691 HISTORY - 1975 MONUMENTED NCGS EY1691 HISTORY - 1980 GOOD NCGS EY1691 HISTORY - 1980 GOOD NCGS EY1691 HISTORY - 19950508 GOOD USPSQD EY1691 EY1691 STATION DESCRIPTION EY1691 EY1691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1691'4.7 MI NNE FROM WILLIAMSTON. EY1691'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US EY1691'17 BUSINESS AT ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON, EY1691'PROCEED NNE ALONG US 13 AND US 17 FOR 4.1 MILES TO SR 1521 (SE), AND EY1691'STATION ON RIGHT IN NW END OF THE TRAFFIC ISLAND IN MEDIAN OF SR 1521. EY1691'39.6 FT. ESE OF C/L OF US 13 AND US 17 NORTH BOUND, 26.0 FT. ENE OF EY1691'NORTHERNMOST POINT OF TRIANGULAR SHAPED CONCRETE ISLAND (SOUTH OF SR EY1691'1521), 80.7 FT. WEST OF 10 IN. PINE WITH ALUMINUM REF. TAG, AND 100.2 EY1691'FT. NORTH OF TP NO. 1047 WITH ALUMINUM REF. TAG. DISK IS SET FLUSH IN EY1691'DRILL HOLE IN CONCRETE TRAFFIC ISLAND. EY1691 EY1691 STATION RECOVERY (1980) EY1691 EY1691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1691'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF EY1691'WILLIAMSTON AND 6.8 MILES SOUTHWEST OF WINDSOR. EY1691' EY1691'TO REACH THE STATION FROM THE SOUTHWEST END OF THE US 17-US 13 BRIDGE EY1691'OVER THE ROANOKE RIVER IN WILLIAMSTON, PROCEED NORTHERLY ALONG EY1691'US 17-US 13 FOR 4.1 MILES TO STATION ON THE RIGHT AT SR 1521, IN THE EY1691'NORTHWEST END OF CONCRETE TRAFFIC ISLAND. EY1691' EY1691'STATION IS A NCGS BENCH MARK DISK STAMPED---BER 49 1975---SET FLUSH IN EY1691'DRILL HOLE. MARK IS 39.6 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH EY1691'BOUND LANES OF HIGHWAY, 26.0 FEET EAST-NORTHEAST OF NORTHERNMOST POINT EY1691'OF TRIANGULAR SHAPED CONCRETE ISLAND, 80.7 FEET WEST OF 10 INCH PINE EY1691'WITH REFERENCE TAG AND 100.2 FEET NORTH OF TELEPHONE POLE 1047 WITH EY1691'REFERENCE TAG. EY1691 EY1691 STATION RECOVERY (1980) EY1691 EY1691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1691'6.8 MILES SOUTHWEST OF WINDSOR, AND EY1691'4.1 MILES NORTHERLY ALONG US 17/US 13 FROM THE SOUTHWEST END OF THE EY1691'ROANOKE RIVER IN WILLIAMSTON, ON THE RIGHT AT SR 1521, IN THE EY1691'NORTHWEST END OF CONCRETE TRAFFIC ISLAND, 39.6 FEET EAST-SOUTHEAST OF EY1691'CENTERLINE OF NORTH BOUND LANES OF HIGHWAY, 26.0 FEET EAST-SOUTHEAST EY1691'OF NORTHERNMOST POINT OF TRIANGULAR SHAPED CONCRETE ISLAND, 80.7 FEET EY1691'WEST OF 10 INCH PINE WITH REFERENCE TAG AND 100.2 FEET NORTH OF EY1691'TELEPHONE POLE 1047 WITH REFERENCE TAG. EY1691'THE MARK IS 1 FT ABOVE HIGHWAY. EY1691 EY1691 STATION RECOVERY (1995) EY1691 EY1691'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1691'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1684 *********************************************************************** EY1684 DESIGNATION - BER 52 EY1684 PID - EY1684 EY1684 STATE/COUNTY- NC/BERTIE EY1684 USGS QUAD - WILLIAMSTON (1982) EY1684 EY1684 *CURRENT SURVEY CONTROL EY1684 ___________________________________________________________________ EY1684* NAD 83(1986)- 35 51 38.12566(N) 077 02 23.09679(W) ADJUSTED EY1684* NAVD 88 - 6.466 (meters) 21.21 (feet) ADJUSTED EY1684 ___________________________________________________________________ EY1684 LAPLACE CORR- -4.10 (seconds) DEFLEC99 EY1684 GEOID HEIGHT- -35.96 (meters) GEOID03 EY1684 DYNAMIC HT - 6.461 (meters) 21.20 (feet) COMP EY1684 MODELED GRAV- 979,809.4 (mgal) NAVD 88 EY1684 EY1684 HORZ ORDER - SECOND EY1684 VERT ORDER - SECOND CLASS II EY1684 EY1684.The North Carolina HARNS have been completed but, EY1684.due to contractual restrictions, coordinates for these stations EY1684.will NOT be published in the near future. In the interim, the EY1684.published coordinates in North Carolina will not be EY1684.consistent with the Continuously Operating Reference Stations EY1684.(CORS). The HARN coordinates for these stations are available EY1684.upon request. Contact Gary Thompson(919-733-3836). EY1684. EY1684.In addition, the published North Carolina positions EY1684.(NAD 83 (1986)) are NOT consistent with those determined in EY1684.adjacent state readjustments. The discontinuity between stations EY1684.located in North Carolina and those in adjacent states EY1684.which have been adjusted to the HARN may be as much as 5 EY1684.decimeters. This will result in a significant loss of accuracy EY1684.over lines crossing such state borders. EY1684 EY1684 EY1684.The horizontal coordinates were established by classical geodetic methods EY1684.and adjusted by the National Geodetic Survey in January 1991. EY1684.No horizontal observational check was made to the station. EY1684 EY1684.The orthometric height was determined by differential leveling EY1684.and adjusted by the National Geodetic Survey in June 1991. EY1684.WARNING-Repeat measurements at this control monument indicate possible EY1684.vertical movement. EY1684 EY1684.The Laplace correction was computed from DEFLEC99 derived deflections. EY1684 EY1684.The geoid height was determined by GEOID03. EY1684 EY1684.The dynamic height is computed by dividing the NAVD 88 EY1684.geopotential number by the normal gravity value computed on the EY1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1684.degrees latitude (g = 980.6199 gals.). EY1684 EY1684.The modeled gravity was interpolated from observed gravity values. EY1684 EY1684; North East Units Scale Factor Converg. EY1684;SPC NC - 235,880.963 786,631.130 MT 0.99992894 +1 07 53.0 EY1684;SPC NC - 773,886.13 2,580,805.63 sFT 0.99992894 +1 07 53.0 EY1684;UTM 18 - 3,970,407.035 315,826.940 MT 1.00001798 -1 11 42.9 EY1684 EY1684! - Elev Factor x Scale Factor = Combined Factor EY1684!SPC NC - 1.00000463 x 0.99992894 = 0.99993357 EY1684!UTM 18 - 1.00000463 x 1.00001798 = 1.00002261 EY1684 EY1684 SUPERSEDED SURVEY CONTROL EY1684 EY1684 NGVD 29 (??/??/92) 6.814 (m) 22.36 (f) ADJ UNCH 2 2 EY1684 EY1684.Superseded values are not recommended for survey control. EY1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1684.See file dsdata.txt to determine how the superseded data were derived. EY1684 EY1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1582770407(NAD 83) EY1684_MARKER: DD = SURVEY DISK EY1684_SETTING: 30 = SET IN A LIGHT STRUCTURE EY1684_SP_SET: WALKWAY EY1684_STAMPING: BER-52 1975 EY1684_MARK LOGO: NCGS EY1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY1684 EY1684 HISTORY - Date Condition Report By EY1684 HISTORY - 1975 MONUMENTED NCGS EY1684 HISTORY - 1980 GOOD NCGS EY1684 HISTORY - 1987 GOOD USPSQD EY1684 HISTORY - 1989 GOOD USPSQD EY1684 HISTORY - 19950508 MARK NOT FOUND USPSQD EY1684 EY1684 STATION DESCRIPTION EY1684 EY1684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1684'IN WILLIAMSTON. EY1684'STATION IS ON THE BERTIE COUNTY SIDE (NE) OF THE ROANOKE RIVER BRIDGE, EY1684'IN THE NW CONCRETE WALKWAY AT THE BRIDGE CONTROL HOUSE, APPROXIMATELY EY1684'250 FEET NE OF AND ACROSS RIVER FROM THE INTERSECTION US 13 AND US 17 EY1684'BYPASS WITH US 17 BUSINESS. 13.8 FT. NW OF C/L OF US 13 AND US 17, EY1684'AND 2.7 FT. EAST OF NE CORNER OF THE CONTROL HOUSE. DISK IS SET FLUSH EY1684'IN DRILL HOLE IN TOP OF CONCRETE WALKWAY. EY1684 EY1684 STATION RECOVERY (1980) EY1684 EY1684'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1684'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT EY1684'THE MARK IS 1 FT ABOVE HIGHWAY. EY1684 EY1684 STATION RECOVERY (1987) EY1684 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EY1684'RECOVERED IN GOOD CONDITION. EY1684 EY1684 STATION RECOVERY (1989) EY1684 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG) EY1684'RECOVERED IN GOOD CONDITION. EY1684 EY1684 STATION RECOVERY (1995) EY1684 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1684'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1629 *********************************************************************** EY1629 DESIGNATION - BER 62 EY1629 PID - EY1629 EY1629 STATE/COUNTY- NC/BERTIE EY1629 USGS QUAD - WINDSOR SOUTH (1978) EY1629 EY1629 *CURRENT SURVEY CONTROL EY1629 ___________________________________________________________________ EY1629* NAD 83(1986)- 35 55 57.79986(N) 076 59 29.95054(W) ADJUSTED EY1629* NAVD 88 - 7.366 (meters) 24.17 (feet) ADJUSTED EY1629 ___________________________________________________________________ EY1629 LAPLACE CORR- -4.25 (seconds) DEFLEC99 EY1629 GEOID HEIGHT- -35.94 (meters) GEOID03 EY1629 DYNAMIC HT - 7.360 (meters) 24.15 (feet) COMP EY1629 MODELED GRAV- 979,818.8 (mgal) NAVD 88 EY1629 EY1629 HORZ ORDER - SECOND EY1629 VERT ORDER - SECOND CLASS II EY1629 EY1629.The North Carolina HARNS have been completed but, EY1629.due to contractual restrictions, coordinates for these stations EY1629.will NOT be published in the near future. In the interim, the EY1629.published coordinates in North Carolina will not be EY1629.consistent with the Continuously Operating Reference Stations EY1629.(CORS). The HARN coordinates for these stations are available EY1629.upon request. Contact Gary Thompson(919-733-3836). EY1629. EY1629.In addition, the published North Carolina positions EY1629.(NAD 83 (1986)) are NOT consistent with those determined in EY1629.adjacent state readjustments. The discontinuity between stations EY1629.located in North Carolina and those in adjacent states EY1629.which have been adjusted to the HARN may be as much as 5 EY1629.decimeters. This will result in a significant loss of accuracy EY1629.over lines crossing such state borders. EY1629 EY1629 EY1629.The horizontal coordinates were established by classical geodetic methods EY1629.and adjusted by the National Geodetic Survey in January 1991. EY1629 EY1629.The orthometric height was determined by differential leveling EY1629.and adjusted by the National Geodetic Survey in June 1991. EY1629 EY1629.The Laplace correction was computed from DEFLEC99 derived deflections. EY1629 EY1629.The geoid height was determined by GEOID03. EY1629 EY1629.The dynamic height is computed by dividing the NAVD 88 EY1629.geopotential number by the normal gravity value computed on the EY1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1629.degrees latitude (g = 980.6199 gals.). EY1629 EY1629.The modeled gravity was interpolated from observed gravity values. EY1629 EY1629; North East Units Scale Factor Converg. EY1629;SPC NC - 243,969.161 790,812.203 MT 0.99994310 +1 09 33.0 EY1629;SPC NC - 800,422.16 2,594,523.04 sFT 0.99994310 +1 09 33.0 EY1629;UTM 18 - 3,978,319.334 320,333.354 MT 0.99999777 -1 10 08.7 EY1629 EY1629! - Elev Factor x Scale Factor = Combined Factor EY1629!SPC NC - 1.00000449 x 0.99994310 = 0.99994758 EY1629!UTM 18 - 1.00000449 x 0.99999777 = 1.00000226 EY1629 EY1629 SUPERSEDED SURVEY CONTROL EY1629 EY1629 NGVD 29 (??/??/92) 7.697 (m) 25.25 (f) ADJ UNCH 2 2 EY1629 EY1629.Superseded values are not recommended for survey control. EY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1629.See file dsdata.txt to determine how the superseded data were derived. EY1629 EY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2033378319(NAD 83) EY1629_MARKER: DD = SURVEY DISK EY1629_SETTING: 30 = SET IN A LIGHT STRUCTURE EY1629_SP_SET: CONCRETE ISLAND EY1629_STAMPING: BER-62 1975 EY1629_MARK LOGO: NCGS EY1629_MAGNETIC: N = NO MAGNETIC MATERIAL EY1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY1629 EY1629 HISTORY - Date Condition Report By EY1629 HISTORY - 1975 MONUMENTED NCGS EY1629 HISTORY - 1980 GOOD NCGS EY1629 HISTORY - 1980 GOOD NCGS EY1629 HISTORY - 19950508 MARK NOT FOUND USPSQD EY1629 EY1629 STATION DESCRIPTION EY1629 EY1629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1629'5.2 MI SSW FROM WINDSOR. EY1629'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS EY1629'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13 EY1629'AND US 17 FOR 5.0 MILES TO A TEXACO SERVICE STATION AND CONVENIENCE EY1629'STORE ON RIGHT AND STATION IN THE CENTER OF THE GAS PUMP ISLAND, AND EY1629'1.0 MILE NE OF INTERSECTION WITH SR 1106 (NW). 71.9 FT. NORTH OF C/L EY1629'OF US 13 AND US 17 SOUTH BOUND LANE, 0.9 FT. SOUTH OF BASE OF LIGHT EY1629'POLE IN CENTER OF GAS ISLAND, AND 36.3 FT. ENE OF WESTERNMOST METAL EY1629'ORNAMENTAL SUPPORT POST AT FRONT OF STATION. DISK IS SET FLUSH IN EY1629'DRILL HOLE IN CONCRETE ISLAND. EY1629 EY1629 STATION RECOVERY (1980) EY1629 EY1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1629'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTH-SOUTHWEST OF EY1629'WINDSOR AND 6.7 MILES NORTHEAST OF WILLIAMSTON. EY1629' EY1629'TO REACH THE STATION FROM THE INTERSECTION OF US 17-US 13 WITH US 13 EY1629'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1629'FOR 5.0 MILES TO STATION ON THE RIGHT AT A TEXACO CONVENIENCE STORE, EY1629'IN THE CENTER OF GAS PUMP ISLAND AND 0.95 MILE NORTHEAST OF THE EY1629'INTERSECTION WITH SR 1106. EY1629' EY1629'STATION MARK IS A NCGS BENCH MARK DISK STAMPED---BER 62 1975---SET EY1629'FLUSH IN DRILL HOLE. THE MARK IS 71.9 FEET NORTH OF THE CENTERLINE EY1629'OF SOUTH BOUND LANES, 0.9 FOOT SOUTH OF BASE OF LIGHT POLE IN CENTER EY1629'OF ISLAND AND 36.3 FEET EAST-NORTHEAST OF WEST METAL ORNAMENTAL EY1629'SUPPORT POST. EY1629 EY1629 STATION RECOVERY (1980) EY1629 EY1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1629'6.7 MILES NORTHEAST OF WILLIAMSTON AND 5.0 MILES SOUTH-SOUTHWEST OF EY1629'WINDSOR AND EY1629'5.0 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 13 NORTH EY1629'BYPASS SOUTHWEST OF WINDSOR, ON THE RIGHT AT A TEXACO CONVENIENCE EY1629'STORE, IN THE CENTER OF GAS PUMP ISLAND AND 0.95 MILE NORTHEAST OF THE EY1629'INTERSECTION WITH SR 1106, 71.9 FEET NORTH OF CENTERLINE OF SOUTH EY1629'BOUND LANES, 0.9 FEET SOUTH OF BASE OF LIGHT POLE IN CENTER OF ISLAND EY1629'AND 36.3 FEET EAST-NORTHEAST OF WEST METAL ORNAMENTAL SUPPORT POST. EY1629 EY1629 STATION RECOVERY (1995) EY1629 EY1629'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1629'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1633 *********************************************************************** EY1633 DESIGNATION - BER 66 EY1633 PID - EY1633 EY1633 STATE/COUNTY- NC/BERTIE EY1633 USGS QUAD - WINDSOR SOUTH (1978) EY1633 EY1633 *CURRENT SURVEY CONTROL EY1633 ___________________________________________________________________ EY1633* NAD 83(1986)- 35 58 51.82630(N) 076 57 23.36624(W) ADJUSTED EY1633* NAVD 88 - 9.734 (meters) 31.94 (feet) ADJUSTED EY1633 ___________________________________________________________________ EY1633 LAPLACE CORR- -4.51 (seconds) DEFLEC99 EY1633 GEOID HEIGHT- -35.94 (meters) GEOID03 EY1633 DYNAMIC HT - 9.726 (meters) 31.91 (feet) COMP EY1633 MODELED GRAV- 979,825.0 (mgal) NAVD 88 EY1633 EY1633 HORZ ORDER - SECOND EY1633 VERT ORDER - SECOND CLASS II EY1633 EY1633.The North Carolina HARNS have been completed but, EY1633.due to contractual restrictions, coordinates for these stations EY1633.will NOT be published in the near future. In the interim, the EY1633.published coordinates in North Carolina will not be EY1633.consistent with the Continuously Operating Reference Stations EY1633.(CORS). The HARN coordinates for these stations are available EY1633.upon request. Contact Gary Thompson(919-733-3836). EY1633. EY1633.In addition, the published North Carolina positions EY1633.(NAD 83 (1986)) are NOT consistent with those determined in EY1633.adjacent state readjustments. The discontinuity between stations EY1633.located in North Carolina and those in adjacent states EY1633.which have been adjusted to the HARN may be as much as 5 EY1633.decimeters. This will result in a significant loss of accuracy EY1633.over lines crossing such state borders. EY1633 EY1633 EY1633.The horizontal coordinates were established by classical geodetic methods EY1633.and adjusted by the National Geodetic Survey in January 1991. EY1633.No horizontal observational check was made to the station. EY1633 EY1633.The orthometric height was determined by differential leveling EY1633.and adjusted by the National Geodetic Survey in June 1991. EY1633 EY1633.The Laplace correction was computed from DEFLEC99 derived deflections. EY1633 EY1633.The geoid height was determined by GEOID03. EY1633 EY1633.The dynamic height is computed by dividing the NAVD 88 EY1633.geopotential number by the normal gravity value computed on the EY1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1633.degrees latitude (g = 980.6199 gals.). EY1633 EY1633.The modeled gravity was interpolated from observed gravity values. EY1633 EY1633; North East Units Scale Factor Converg. EY1633;SPC NC - 249,396.290 793,874.014 MT 0.99995348 +1 10 46.0 EY1633;SPC NC - 818,227.66 2,604,568.33 sFT 0.99995348 +1 10 46.0 EY1633;UTM 18 - 3,983,617.795 323,613.295 MT 0.99998337 -1 08 59.2 EY1633 EY1633! - Elev Factor x Scale Factor = Combined Factor EY1633!SPC NC - 1.00000411 x 0.99995348 = 0.99995759 EY1633!UTM 18 - 1.00000411 x 0.99998337 = 0.99998748 EY1633 EY1633 SUPERSEDED SURVEY CONTROL EY1633 EY1633 NGVD 29 (??/??/92) 10.062 (m) 33.01 (f) ADJ UNCH 2 2 EY1633 EY1633.Superseded values are not recommended for survey control. EY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1633.See file dsdata.txt to determine how the superseded data were derived. EY1633 EY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2361383618(NAD 83) EY1633_MARKER: DD = SURVEY DISK EY1633_SETTING: 30 = SET IN A LIGHT STRUCTURE EY1633_SP_SET: CONCRETE BASE EY1633_STAMPING: BER-66 1975 EY1633_MARK LOGO: NCGS EY1633_MAGNETIC: N = NO MAGNETIC MATERIAL EY1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY1633 EY1633 HISTORY - Date Condition Report By EY1633 HISTORY - 1975 MONUMENTED NCGS EY1633 HISTORY - 1980 GOOD NCGS EY1633 HISTORY - 1980 GOOD NCGS EY1633 HISTORY - 19950508 GOOD USPSQD EY1633 EY1633 STATION DESCRIPTION EY1633 EY1633'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1633'1.3 MI SSW FROM WINDSOR. EY1633'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS EY1633'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13 EY1633'AND US 17 FOR 0.3 MILE TO THE NATIONAL GUARD BUILDING ON LEFT AND EY1633'STATION IN THE FLAG POLE BASE. 88.2 FT. EAST OF C/L OF US 13 AND US EY1633'17 NORTH, 203.8 FT. NORTH OF C/L OF SR 1527, 0.6 FT. WEST OF BASE OF EY1633'METAL FLAG POLE, 47.9 FT. WNW OF SOUTHERNMOST METAL SUPPORT POST AT EY1633'FRONT OF ARMORY, AND 48.0 FT. WSW OF NORTHERNMOST METAL SUPPORT POST EY1633'AT FRONT OF ARMORY. DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE. EY1633 EY1633 STATION RECOVERY (1980) EY1633 EY1633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1633'STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH-SOUTHWEST OF WINDSOR. EY1633'TO REACH STATION FROM INTERSECTION OF US 17-US 13 WITH US 13 NORTH EY1633'BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTH ALONG US 17-US 13 FOR 0.3 EY1633'MILE TO STATION ON THE LEFT AT THE NATIONAL GUARD BUILDING, IN THE EY1633'BASE OF FLAG POLE. EY1633' EY1633'STATION IS A NCGS BENCH MARK DISK STAMPED---BER 66 1975---SET FLUSH EY1633'IN DRILL HOLE. 88.2 FEET EAST OF CENTERLINE OF NORTH BOUND LANE OF EY1633'HIGHWAY, 203.8 FEET NORTH OF CENTERLINE OF SR 1527, 0.6 FEET WEST OF EY1633'BASE OF METAL FLAG POLE, 47.9 FEET WEST-NORTHWEST OF SOUTHERNMOST EY1633'METAL SUPPORT POST AND 48.0 FEET WEST-SOUTHWEST OF NORTHERNMOST METAL EY1633'SUPPORT POST. EY1633 EY1633 STATION RECOVERY (1980) EY1633 EY1633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1633'RECOVERED IN GOOD CONDITION. EY1633'THE MARK IS 2 FT BELOW HIGHWAY. EY1633 EY1633 STATION RECOVERY (1995) EY1633 EY1633'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1633'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1635 *********************************************************************** EY1635 DESIGNATION - BER 68 EY1635 PID - EY1635 EY1635 STATE/COUNTY- NC/BERTIE EY1635 USGS QUAD - WINDSOR SOUTH (1978) EY1635 EY1635 *CURRENT SURVEY CONTROL EY1635 ___________________________________________________________________ EY1635* NAD 83(1986)- 35 59 36.29584(N) 076 56 32.80667(W) ADJUSTED EY1635* NAVD 88 - 2.205 (meters) 7.23 (feet) ADJUSTED EY1635 ___________________________________________________________________ EY1635 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EY1635 GEOID HEIGHT- -35.95 (meters) GEOID03 EY1635 DYNAMIC HT - 2.203 (meters) 7.23 (feet) COMP EY1635 MODELED GRAV- 979,826.0 (mgal) NAVD 88 EY1635 EY1635 HORZ ORDER - SECOND EY1635 VERT ORDER - SECOND CLASS II EY1635 EY1635.The North Carolina HARNS have been completed but, EY1635.due to contractual restrictions, coordinates for these stations EY1635.will NOT be published in the near future. In the interim, the EY1635.published coordinates in North Carolina will not be EY1635.consistent with the Continuously Operating Reference Stations EY1635.(CORS). The HARN coordinates for these stations are available EY1635.upon request. Contact Gary Thompson(919-733-3836). EY1635. EY1635.In addition, the published North Carolina positions EY1635.(NAD 83 (1986)) are NOT consistent with those determined in EY1635.adjacent state readjustments. The discontinuity between stations EY1635.located in North Carolina and those in adjacent states EY1635.which have been adjusted to the HARN may be as much as 5 EY1635.decimeters. This will result in a significant loss of accuracy EY1635.over lines crossing such state borders. EY1635 EY1635 EY1635.The horizontal coordinates were established by classical geodetic methods EY1635.and adjusted by the National Geodetic Survey in January 1991. EY1635.No horizontal observational check was made to the station. EY1635 EY1635.The orthometric height was determined by differential leveling EY1635.and adjusted by the National Geodetic Survey in June 1991. EY1635 EY1635.The Laplace correction was computed from DEFLEC99 derived deflections. EY1635 EY1635.The geoid height was determined by GEOID03. EY1635 EY1635.The dynamic height is computed by dividing the NAVD 88 EY1635.geopotential number by the normal gravity value computed on the EY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1635.degrees latitude (g = 980.6199 gals.). EY1635 EY1635.The modeled gravity was interpolated from observed gravity values. EY1635 EY1635; North East Units Scale Factor Converg. EY1635;SPC NC - 250,792.728 795,111.870 MT 0.99995625 +1 11 15.2 EY1635;SPC NC - 822,809.14 2,608,629.53 sFT 0.99995625 +1 11 15.2 EY1635;UTM 18 - 3,984,962.804 324,906.917 MT 0.99997777 -1 08 30.7 EY1635 EY1635! - Elev Factor x Scale Factor = Combined Factor EY1635!SPC NC - 1.00000530 x 0.99995625 = 0.99996155 EY1635!UTM 18 - 1.00000530 x 0.99997777 = 0.99998307 EY1635 EY1635 SUPERSEDED SURVEY CONTROL EY1635 EY1635 NGVD 29 (??/??/92) 2.535 (m) 8.32 (f) ADJ UNCH 2 2 EY1635 EY1635.Superseded values are not recommended for survey control. EY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1635.See file dsdata.txt to determine how the superseded data were derived. EY1635 EY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2490784963(NAD 83) EY1635_MARKER: DD = SURVEY DISK EY1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE EY1635_SP_SET: BRIDGE WALK EY1635_STAMPING: BER-68 1975 EY1635_MARK LOGO: NCGS EY1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1635 EY1635 HISTORY - Date Condition Report By EY1635 HISTORY - 1975 MONUMENTED NCGS EY1635 HISTORY - 1980 GOOD NCGS EY1635 HISTORY - 20020728 GOOD USPSQD EY1635 EY1635 STATION DESCRIPTION EY1635 EY1635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1635'IN WINDSOR. EY1635'STATION IS AT THE US 17 (KING STREET) BRIDGE OVER THE CASHIE RIVER, IN EY1635'THE SE END OF THE SW BRIDGE WALKWAY. 17.8 FT. WSW OF C/L OF US 17, EY1635'1.4 FT. NNW OF SE END OF SW BRIDGE WALKWAY, AND 2.1 FT. ENE OF CENTER EY1635'OF TOP OF TALLEST CONCRETE BRIDGE RAIL. DISK IS SET FLUSH IN DRILL EY1635'HOLE IN CONCRETE BRIDGE WALK. EY1635 EY1635 STATION RECOVERY (1980) EY1635 EY1635'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1635'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT EY1635'THE MARK IS 1 FT ABOVE HIGHWAY. EY1635 EY1635 STATION RECOVERY (2002) EY1635 EY1635'RECOVERY NOTE BY US POWER SQUADRON 2002 EY1635'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2594 *********************************************************************** FX2594 DESIGNATION - BER 70 FX2594 PID - FX2594 FX2594 STATE/COUNTY- NC/BERTIE FX2594 USGS QUAD - MERRY HILL (1982) FX2594 FX2594 *CURRENT SURVEY CONTROL FX2594 ___________________________________________________________________ FX2594* NAD 83(1986)- 36 00 59.41699(N) 076 50 38.15964(W) ADJUSTED FX2594* NAVD 88 - 13.144 (meters) 43.12 (feet) ADJUSTED FX2594 ___________________________________________________________________ FX2594 LAPLACE CORR- -5.25 (seconds) DEFLEC99 FX2594 GEOID HEIGHT- -36.21 (meters) GEOID03 FX2594 DYNAMIC HT - 13.133 (meters) 43.09 (feet) COMP FX2594 MODELED GRAV- 979,810.3 (mgal) NAVD 88 FX2594 FX2594 HORZ ORDER - SECOND FX2594 VERT ORDER - SECOND CLASS II FX2594 FX2594.The North Carolina HARNS have been completed but, FX2594.due to contractual restrictions, coordinates for these stations FX2594.will NOT be published in the near future. In the interim, the FX2594.published coordinates in North Carolina will not be FX2594.consistent with the Continuously Operating Reference Stations FX2594.(CORS). The HARN coordinates for these stations are available FX2594.upon request. Contact Gary Thompson(919-733-3836). FX2594. FX2594.In addition, the published North Carolina positions FX2594.(NAD 83 (1986)) are NOT consistent with those determined in FX2594.adjacent state readjustments. The discontinuity between stations FX2594.located in North Carolina and those in adjacent states FX2594.which have been adjusted to the HARN may be as much as 5 FX2594.decimeters. This will result in a significant loss of accuracy FX2594.over lines crossing such state borders. FX2594 FX2594 FX2594.The horizontal coordinates were established by classical geodetic methods FX2594.and adjusted by the National Geodetic Survey in January 1991. FX2594 FX2594.The orthometric height was determined by differential leveling FX2594.and adjusted by the National Geodetic Survey in June 1991. FX2594.WARNING-Repeat measurements at this control monument indicate possible FX2594.vertical movement. FX2594 FX2594.The Laplace correction was computed from DEFLEC99 derived deflections. FX2594 FX2594.The geoid height was determined by GEOID03. FX2594 FX2594.The dynamic height is computed by dividing the NAVD 88 FX2594.geopotential number by the normal gravity value computed on the FX2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2594.degrees latitude (g = 980.6199 gals.). FX2594 FX2594.The modeled gravity was interpolated from observed gravity values. FX2594 FX2594; North East Units Scale Factor Converg. FX2594;SPC NC - 253,542.478 803,936.883 MT 0.99996155 +1 14 39.9 FX2594;SPC NC - 831,830.61 2,637,582.92 sFT 0.99996155 +1 14 39.9 FX2594;UTM 18 - 3,987,351.628 333,836.390 MT 0.99994022 -1 05 04.3 FX2594 FX2594! - Elev Factor x Scale Factor = Combined Factor FX2594!SPC NC - 1.00000362 x 0.99996155 = 0.99996517 FX2594!UTM 18 - 1.00000362 x 0.99994022 = 0.99994384 FX2594 FX2594 SUPERSEDED SURVEY CONTROL FX2594 FX2594 NGVD 29 (??/??/92) 13.485 (m) 44.24 (f) ADJ UNCH 2 2 FX2594 FX2594.Superseded values are not recommended for survey control. FX2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2594.See file dsdata.txt to determine how the superseded data were derived. FX2594 FX2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3383687352(NAD 83) FX2594_MARKER: DD = SURVEY DISK FX2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX2594_STAMPING: BER-70 1975 FX2594_MARK LOGO: NCGS FX2594_MAGNETIC: N = NO MAGNETIC MATERIAL FX2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2594+STABILITY: SURFACE MOTION FX2594 FX2594 HISTORY - Date Condition Report By FX2594 HISTORY - 1975 MONUMENTED NCGS FX2594 HISTORY - 1980 GOOD NCGS FX2594 HISTORY - 1980 GOOD NCGS FX2594 FX2594 STATION DESCRIPTION FX2594 FX2594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2594'5.9 MI E FROM WINDSOR. FX2594'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS FX2594'(JUNCTION OF US 13 BUSINESS AND US 17 BUSINESS) IN CENTER OF WINDSOR, FX2594'PROCEED SE AND EAST ALONG KING STREET (US 17 NORTH) FOR 7.0 MILES TO FX2594'SR 1504 (S) AND STATION IN SW QUADRANT OF THE T-INTERSECTION. 34.0 FX2594'FT. SOUTH OF C/L OF US 17, 128.6 FT. WEST OF C/L OF SR 1504, 10.7 FT. FX2594'WEST OF TP NO. 357 WITH ALUMINUM REF. TAG, 24.7 FT. NORTH OF SERVICE FX2594'POLE NO. H-182/R-21 WITH ALUMINUM REF. TAG, AND 53.9 FT. ENE OF AN 8 FX2594'IN. HOLLY ON EAST SIDE OF A DRIVEWAY. DISK IS SET IN TOP OF CONCRETE FX2594'PRECAST MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. FX2594 FX2594 STATION RECOVERY (1980) FX2594 FX2594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2594'STATION IS LOCATED 4.0 MILES WEST OF MERRY HILL, 6.2 MILES FX2594'EAST-NORTHEAST OF WINDSOR. TO REACH STATION FROM INTERSECTION OF US FX2594'17 WITH NC 45 BETWEEN WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US FX2594'17 FOR 3.55 MILES TO STATION ON THE LEFT. FX2594' FX2594'STATION IS A BENCH MARK DISK STAMPED---BER 70 1975---SET IN TOP OF FX2594'A 6 INCH CONCRETE MONUMENT FLUSH WITH GROUND SURFACE. 34.0 FEET FX2594'SOUTH OF CENTERLINE OF US 17, 128.6 FEET WEST OF CENTERLINE OF FX2594'SR 1504, 10.7 FEET WEST OF TELEPHONE POLE 357 WITH TAG, 24.7 FEET FX2594'NORTH OF SERVICE POLE H-182/R-21 WITH TAG AND 53.9 FEET FX2594'EAST-NORTHEAST OF 8 INCH HOLLY. FX2594 FX2594 STATION RECOVERY (1980) FX2594 FX2594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2594'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2594'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2803 *********************************************************************** FX2803 DESIGNATION - BIG PINE FX2803 PID - FX2803 FX2803 STATE/COUNTY- NC/BERTIE FX2803 USGS QUAD - WINDSOR NORTH (1981) FX2803 FX2803 *CURRENT SURVEY CONTROL FX2803 ___________________________________________________________________ FX2803* NAD 83(1986)- 36 06 36.59090(N) 076 58 17.79933(W) ADJUSTED FX2803* NAVD 88 - 11.623 (meters) 38.13 (feet) ADJUSTED FX2803 ___________________________________________________________________ FX2803 LAPLACE CORR- -4.78 (seconds) DEFLEC99 FX2803 GEOID HEIGHT- -35.69 (meters) GEOID03 FX2803 DYNAMIC HT - 11.614 (meters) 38.10 (feet) COMP FX2803 MODELED GRAV- 979,833.5 (mgal) NAVD 88 FX2803 FX2803 HORZ ORDER - SECOND FX2803 VERT ORDER - SECOND CLASS II FX2803 FX2803.The North Carolina HARNS have been completed but, FX2803.due to contractual restrictions, coordinates for these stations FX2803.will NOT be published in the near future. In the interim, the FX2803.published coordinates in North Carolina will not be FX2803.consistent with the Continuously Operating Reference Stations FX2803.(CORS). The HARN coordinates for these stations are available FX2803.upon request. Contact Gary Thompson(919-733-3836). FX2803. FX2803.In addition, the published North Carolina positions FX2803.(NAD 83 (1986)) are NOT consistent with those determined in FX2803.adjacent state readjustments. The discontinuity between stations FX2803.located in North Carolina and those in adjacent states FX2803.which have been adjusted to the HARN may be as much as 5 FX2803.decimeters. This will result in a significant loss of accuracy FX2803.over lines crossing such state borders. FX2803 FX2803 FX2803.The horizontal coordinates were established by classical geodetic methods FX2803.and adjusted by the National Geodetic Survey in January 1991. FX2803 FX2803.The orthometric height was determined by differential leveling FX2803.and adjusted by the National Geodetic Survey in June 1991. FX2803 FX2803.The Laplace correction was computed from DEFLEC99 derived deflections. FX2803 FX2803.The geoid height was determined by GEOID03. FX2803 FX2803.The dynamic height is computed by dividing the NAVD 88 FX2803.geopotential number by the normal gravity value computed on the FX2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2803.degrees latitude (g = 980.6199 gals.). FX2803 FX2803.The modeled gravity was interpolated from observed gravity values. FX2803 FX2803; North East Units Scale Factor Converg. FX2803;SPC NC - 263,689.945 792,218.061 MT 0.99998472 +1 10 14.6 FX2803;SPC NC - 865,122.76 2,599,135.42 sFT 0.99998472 +1 10 14.6 FX2803;UTM 18 - 3,997,967.220 322,540.076 MT 0.99998804 -1 09 44.1 FX2803 FX2803! - Elev Factor x Scale Factor = Combined Factor FX2803!SPC NC - 1.00000378 x 0.99998472 = 0.99998850 FX2803!UTM 18 - 1.00000378 x 0.99998804 = 0.99999182 FX2803 FX2803 SUPERSEDED SURVEY CONTROL FX2803 FX2803 NGVD 29 (01/18/91) 12.00 (m) 39.4 (f) LEVELING 3 FX2803 FX2803.Superseded values are not recommended for survey control. FX2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2803.See file dsdata.txt to determine how the superseded data were derived. FX2803 FX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2254097967(NAD 83) FX2803_MARKER: DE = TRAVERSE STATION DISK FX2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2803_SP_SET: CONCRETE POST FX2803_STAMPING: BIG PINE 1980 FX2803_MARK LOGO: NCGS FX2803_PROJECTION: RECESSED 3 CENTIMETERS FX2803_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2803+STABILITY: SURFACE MOTION FX2803 FX2803 HISTORY - Date Condition Report By FX2803 HISTORY - 1980 MONUMENTED NCGS FX2803 HISTORY - 1980 GOOD NCGS FX2803 HISTORY - 1985 GOOD USPSQD FX2803 HISTORY - 19950821 GOOD USPSQD FX2803 FX2803 STATION DESCRIPTION FX2803 FX2803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2803'STATION IS LOCATED APPROXIMATELY 8.0 MILES NORTH OF WINDSOR, 1.8 MILES FX2803'WEST OF ASKEWVILLE AND 8.1 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2803' FX2803'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2803'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 2.05 MILES TO FX2803'SR 1221 AND STATION ON LEFT. FX2803' FX2803'STATION MARK IS A STANDARD DISK STAMPED---BIG PINE 1980---SET IN THE FX2803'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2803'SURFACE AND 2 FEET BELOW CENTERLINE OF HIGHWAY. MARK IS 79.0 FEET FX2803'WEST OF CENTERLINE OF US 13, 89.2 FEET NORTH OF CENTERLINE OF SR 1221, FX2803'44.4 FEET NORTHEAST OF 36 INCH PINE WITH REFERENCE TAG AND 36.6 FEET FX2803'EAST-SOUTHEAST OF 18 INCH OAK WITH REFERENCE TAG. FX2803 FX2803 STATION RECOVERY (1980) FX2803 FX2803'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2803'1.8 MI WEST FROM ASKEWVILLE. FX2803'8.0 MILES NORTH OF WINDSOR AND 8.1 MILES SOUTH-SOUTHWEST OF FX2803'POWELLSVILLE. FX2803'2.05 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2803'WINDSOR AND AHOSKIE TO SR 1221, 79.0 FEET WEST OF CENTERLINE OF US 13, FX2803'89.2 FEET NORTH OF CENTERLINE OF SR 1221, 44.4 FEET NORTHEAST OF 36 FX2803'INCH PINE WITH REFERENCE TAG AND 36.6 FEET EAST-SOUTHEAST OF 18 INCH FX2803'OAK WITH REFERENCE TAG. FX2803 FX2803 STATION RECOVERY (1985) FX2803 FX2803'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2803'RECOVERED IN GOOD CONDITION. FX2803 FX2803 STATION RECOVERY (1995) FX2803 FX2803'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2803'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2879 *********************************************************************** FX2879 DESIGNATION - BIRCH FX2879 PID - FX2879 FX2879 STATE/COUNTY- NC/BERTIE FX2879 USGS QUAD - WOODVILLE (1972) FX2879 FX2879 *CURRENT SURVEY CONTROL FX2879 ___________________________________________________________________ FX2879* NAD 83(1986)- 36 01 23.46293(N) 077 12 26.10822(W) ADJUSTED FX2879* NAVD 88 - 7.104 (meters) 23.31 (feet) ADJUSTED FX2879 ___________________________________________________________________ FX2879 LAPLACE CORR- -1.55 (seconds) DEFLEC99 FX2879 GEOID HEIGHT- -35.34 (meters) GEOID03 FX2879 DYNAMIC HT - 7.098 (meters) 23.29 (feet) COMP FX2879 MODELED GRAV- 979,825.3 (mgal) NAVD 88 FX2879 FX2879 HORZ ORDER - SECOND FX2879 VERT ORDER - SECOND CLASS II FX2879 FX2879.The North Carolina HARNS have been completed but, FX2879.due to contractual restrictions, coordinates for these stations FX2879.will NOT be published in the near future. In the interim, the FX2879.published coordinates in North Carolina will not be FX2879.consistent with the Continuously Operating Reference Stations FX2879.(CORS). The HARN coordinates for these stations are available FX2879.upon request. Contact Gary Thompson(919-733-3836). FX2879. FX2879.In addition, the published North Carolina positions FX2879.(NAD 83 (1986)) are NOT consistent with those determined in FX2879.adjacent state readjustments. The discontinuity between stations FX2879.located in North Carolina and those in adjacent states FX2879.which have been adjusted to the HARN may be as much as 5 FX2879.decimeters. This will result in a significant loss of accuracy FX2879.over lines crossing such state borders. FX2879 FX2879 FX2879.The horizontal coordinates were established by classical geodetic methods FX2879.and adjusted by the National Geodetic Survey in January 1991. FX2879 FX2879.The orthometric height was determined by differential leveling FX2879.and adjusted by the National Geodetic Survey in June 1991. FX2879 FX2879.The Laplace correction was computed from DEFLEC99 derived deflections. FX2879 FX2879.The geoid height was determined by GEOID03. FX2879 FX2879.The dynamic height is computed by dividing the NAVD 88 FX2879.geopotential number by the normal gravity value computed on the FX2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2879.degrees latitude (g = 980.6199 gals.). FX2879 FX2879.The modeled gravity was interpolated from observed gravity values. FX2879 FX2879; North East Units Scale Factor Converg. FX2879;SPC NC - 253,632.144 771,179.897 MT 0.99996311 +1 02 05.0 FX2879;SPC NC - 832,124.79 2,530,112.71 sFT 0.99996311 +1 02 05.0 FX2879;UTM 18 - 3,988,773.645 301,108.545 MT 1.00008745 -1 17 54.7 FX2879 FX2879! - Elev Factor x Scale Factor = Combined Factor FX2879!SPC NC - 1.00000443 x 0.99996311 = 0.99996754 FX2879!UTM 18 - 1.00000443 x 1.00008745 = 1.00009188 FX2879 FX2879 SUPERSEDED SURVEY CONTROL FX2879 FX2879 NGVD 29 (01/18/91) 7.44 (m) 24.4 (f) LEVELING 3 FX2879 FX2879.Superseded values are not recommended for survey control. FX2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2879.See file dsdata.txt to determine how the superseded data were derived. FX2879 FX2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0110988774(NAD 83) FX2879_MARKER: DE = TRAVERSE STATION DISK FX2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2879_SP_SET: CONCRETE POST FX2879_STAMPING: BIRCH 1980 FX2879_MARK LOGO: NCGS FX2879_PROJECTION: RECESSED 10 CENTIMETERS FX2879_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2879+STABILITY: SURFACE MOTION FX2879 FX2879 HISTORY - Date Condition Report By FX2879 HISTORY - 1980 MONUMENTED NCGS FX2879 HISTORY - 1980 GOOD NCGS FX2879 HISTORY - 1985 GOOD USPSQD FX2879 HISTORY - 19940829 GOOD USPSQD FX2879 FX2879 STATION DESCRIPTION FX2879 FX2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2879'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTH OF HAMILTON AND FX2879'7.0 MILES SOUTH-SOUTHWEST OF LEWISTON. FX2879' FX2879'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2879'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 7.20 MILES TO A STATION FX2879'IN THE LEFT SHOULDER, APPROXIMATELY 0.05 MILE SOUTH OF A GROVE OF FX2879'MOSTLY PINES SURROUNDED BY AN OPEN FIELD AND 0.4 MILE NORTH OF SR 1126 FX2879'CROSSROADS. FX2879' FX2879'STATION MARK IS A STANDARD DISK STAMPED---BIRCH 1980---, SET IN THE FX2879'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 4 INCHES BELOW THE GROUND FX2879'SURFACE. THE MARK IS 28.3 FEET EAST OF THE CENTERLINE OF NC 11-42, FX2879'91.6 FEET EAST OF A 20 INCH TWIN OAK WITH REFERENCE TAG, 97.0 FEET FX2879'SOUTHEAST OF AN 8 INCH BIRCH WITH REFERENCE TAG, 101.9 FEET NORTHEAST FX2879'OF A 6 INCH GUM AND 3.6 FEET WEST OF A WITNESS POST. FX2879 FX2879 STATION RECOVERY (1980) FX2879 FX2879'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2879'5.5 MI NORTH FROM HAMILTON. FX2879'5.5 MILES NORTH OF HAMILTON AND 7.20 MILES SOUTHWEST ALONG NC 11/NC 42 FX2879'FROM INTERSECTION OF NC 308 IN LEWISTON, IN LEFT SHOULDER FX2879'APPROXIMATELY 0.05 MILE SOUTH OF A GROVE OF MOSTLY PINES SURROUNDED FX2879'BY AN OPEN FIELD AND 0.4 MILE NORTH OF SR 1126 CROSSROADS, 28.3 FEET FX2879'EAST OF CENTERLINE OF NC 11/NC 42, 91.6 FEET EAST OF 20 INCH TWIN FX2879'OAK WITH REFERENCE TAG, 97.0 FEET SOUTHEAST OF AN 8 INCH BIRCH WITH FX2879'REFERENCE TAG, 101.9 FEET NORTHEAST OF A 6 INCH GUM AND 3.6 FEET WEST FX2879'OF A WITNESS POST. FX2879 FX2879 STATION RECOVERY (1985) FX2879 FX2879'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2879'RECOVERED IN GOOD CONDITION. FX2879 FX2879 STATION RECOVERY (1994) FX2879 FX2879'RECOVERY NOTE BY US POWER SQUADRON 1994 FX2879'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3853 *********************************************************************** FX3853 DESIGNATION - BLACK FX3853 PID - FX3853 FX3853 STATE/COUNTY- NC/BERTIE FX3853 USGS QUAD - EDENHOUSE (1982) FX3853 FX3853 *CURRENT SURVEY CONTROL FX3853 ___________________________________________________________________ FX3853* NAD 83(1986)- 36 03 31.63997(N) 076 43 30.68078(W) ADJUSTED FX3853* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3853 ___________________________________________________________________ FX3853 LAPLACE CORR- -3.37 (seconds) DEFLEC99 FX3853 GEOID HEIGHT- -36.45 (meters) GEOID03 FX3853 FX3853 HORZ ORDER - THIRD FX3853 FX3853.The North Carolina HARNS have been completed but, FX3853.due to contractual restrictions, coordinates for these stations FX3853.will NOT be published in the near future. In the interim, the FX3853.published coordinates in North Carolina will not be FX3853.consistent with the Continuously Operating Reference Stations FX3853.(CORS). The HARN coordinates for these stations are available FX3853.upon request. Contact Gary Thompson(919-733-3836). FX3853. FX3853.In addition, the published North Carolina positions FX3853.(NAD 83 (1986)) are NOT consistent with those determined in FX3853.adjacent state readjustments. The discontinuity between stations FX3853.located in North Carolina and those in adjacent states FX3853.which have been adjusted to the HARN may be as much as 5 FX3853.decimeters. This will result in a significant loss of accuracy FX3853.over lines crossing such state borders. FX3853 FX3853 FX3853.The horizontal coordinates were established by classical geodetic methods FX3853.and adjusted by the National Geodetic Survey in July 1986. FX3853 FX3853.The orthometric height was scaled from a topographic map. FX3853 FX3853.The Laplace correction was computed from DEFLEC99 derived deflections. FX3853 FX3853.The geoid height was determined by GEOID03. FX3853 FX3853; North East Units Scale Factor Converg. FX3853;SPC NC - 258,471.787 814,530.481 MT 0.99997168 +1 18 46.6 FX3853;SPC NC - 848,002.85 2,672,338.75 sFT 0.99997168 +1 18 46.6 FX3853;UTM 18 - 3,991,846.190 344,621.018 MT 0.99989748 -1 00 56.4 FX3853 FX3853! - Elev Factor x Scale Factor = Combined Factor FX3853!SPC NC - 1.00000530 x 0.99997168 = 0.99997698 FX3853!UTM 18 - 1.00000530 x 0.99989748 = 0.99990278 FX3853 FX3853: Primary Azimuth Mark Grid Az FX3853:SPC NC - LAWRENCE 357 05 37.9 FX3853:UTM 18 - LAWRENCE 359 25 20.9 FX3853 FX3853|---------------------------------------------------------------------| FX3853| PID Reference Object Distance Geod. Az | FX3853| dddmmss.s | FX3853| FX3864 ROCKY FLAG APPROX. 6.2 KM 0155528.5 | FX3853| FX3861 LAWRENCE APPROX. 4.2 KM 3582424.5 | FX3853|---------------------------------------------------------------------| FX3853 FX3853 SUPERSEDED SURVEY CONTROL FX3853 FX3853 NAD 27 - 36 03 31.06500(N) 076 43 31.87600(W) AD( ) 3 FX3853 FX3853.Superseded values are not recommended for survey control. FX3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3853.See file dsdata.txt to determine how the superseded data were derived. FX3853 FX3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4462191846(NAD 83) FX3853_MARKER: N = NAIL FX3853_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE FX3853_SP_SET: IN CONCRETE IN A CLAY TILE PIPE FX3853_MARK LOGO: CGS FX3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3853+STABILITY: SURFACE MOTION FX3853 FX3853 HISTORY - Date Condition Report By FX3853 HISTORY - 1909 MONUMENTED CGS FX3853 HISTORY - 1963 MARK NOT FOUND CGS FX3853 FX3853 STATION DESCRIPTION FX3853 FX3853'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3853'SITUATED ON THE W SHORE OF CHOWAN RIVER 1-1/2 MILES NW OF EDEN FX3853'HOUSE PT. AND ABOUT 10 METERS NW OF A SMALL GRASSY COVE. FX3853' FX3853'THE STATION IS 6 METERS BACK FROM HIGH-WATER MARK IN A SMALL FX3853'CLEARING CUT IN A CANE BRAKE WHICH EXTENDS BACK OF THE STATION. FX3853' FX3853'THE STATION HAS AN UNDERGROUND MARK OF CEMENT IN A CUBICAL BLOCK FX3853'6-INCH SIDE WITH NAIL MARKING THE CENTER. THE SURFACE MARK IS THE FX3853'TOP END OF A DRAIN PIPE 2-1/2 FEET LONG WITH NAIL IN CENTER, FX3853'FILLED WITH AND BEDDED IN CEMENT WITH FLANGE BELOW. ANGLES AND FX3853'DISTANCES WERE MEASURED AS FOLLOWS TO BLAZED TRIANGLES WITH NAILS FX3853'IN CENTERS ON CYPRESS AND GUM TREES. FX3853 FX3853 STATION RECOVERY (1963) FX3853 FX3853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3853'THIS STATION BELIEVED TO BE DESTROYED DUE EROSION. EXTENSIVE FX3853'SEARCH WAS MADE FOR THIS STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1972 *********************************************************************** EY1972 DESIGNATION - BRYANT EY1972 PID - EY1972 EY1972 STATE/COUNTY- NC/BERTIE EY1972 USGS QUAD - WINDSOR SOUTH (1978) EY1972 EY1972 *CURRENT SURVEY CONTROL EY1972 ___________________________________________________________________ EY1972* NAD 83(1986)- 35 59 21.54342(N) 076 55 33.72853(W) ADJUSTED EY1972* NAVD 88 - 7.760 (meters) 25.46 (feet) ADJUSTED EY1972 ___________________________________________________________________ EY1972 LAPLACE CORR- -5.09 (seconds) DEFLEC99 EY1972 GEOID HEIGHT- -36.01 (meters) GEOID03 EY1972 DYNAMIC HT - 7.753 (meters) 25.44 (feet) COMP EY1972 MODELED GRAV- 979,822.8 (mgal) NAVD 88 EY1972 EY1972 HORZ ORDER - SECOND EY1972 VERT ORDER - SECOND CLASS II EY1972 EY1972.The North Carolina HARNS have been completed but, EY1972.due to contractual restrictions, coordinates for these stations EY1972.will NOT be published in the near future. In the interim, the EY1972.published coordinates in North Carolina will not be EY1972.consistent with the Continuously Operating Reference Stations EY1972.(CORS). The HARN coordinates for these stations are available EY1972.upon request. Contact Gary Thompson(919-733-3836). EY1972. EY1972.In addition, the published North Carolina positions EY1972.(NAD 83 (1986)) are NOT consistent with those determined in EY1972.adjacent state readjustments. The discontinuity between stations EY1972.located in North Carolina and those in adjacent states EY1972.which have been adjusted to the HARN may be as much as 5 EY1972.decimeters. This will result in a significant loss of accuracy EY1972.over lines crossing such state borders. EY1972 EY1972 EY1972.The horizontal coordinates were established by classical geodetic methods EY1972.and adjusted by the National Geodetic Survey in January 1991. EY1972 EY1972.The orthometric height was determined by differential leveling EY1972.and adjusted by the National Geodetic Survey in June 1991. EY1972 EY1972.The Laplace correction was computed from DEFLEC99 derived deflections. EY1972 EY1972.The geoid height was determined by GEOID03. EY1972 EY1972.The dynamic height is computed by dividing the NAVD 88 EY1972.geopotential number by the normal gravity value computed on the EY1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1972.degrees latitude (g = 980.6199 gals.). EY1972 EY1972.The modeled gravity was interpolated from observed gravity values. EY1972 EY1972; North East Units Scale Factor Converg. EY1972;SPC NC - 250,368.939 796,600.746 MT 0.99995533 +1 11 49.3 EY1972;SPC NC - 821,418.76 2,613,514.28 sFT 0.99995533 +1 11 49.3 EY1972;UTM 18 - 3,984,478.845 326,377.367 MT 0.99997145 -1 07 55.5 EY1972 EY1972! - Elev Factor x Scale Factor = Combined Factor EY1972!SPC NC - 1.00000443 x 0.99995533 = 0.99995976 EY1972!UTM 18 - 1.00000443 x 0.99997145 = 0.99997588 EY1972 EY1972 SUPERSEDED SURVEY CONTROL EY1972 EY1972 NGVD 29 (01/18/91) 8.09 (m) 26.5 (f) LEVELING 3 EY1972 EY1972.Superseded values are not recommended for survey control. EY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1972.See file dsdata.txt to determine how the superseded data were derived. EY1972 EY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2637784479(NAD 83) EY1972_MARKER: DE = TRAVERSE STATION DISK EY1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1972_SP_SET: CONCRETE POST EY1972_STAMPING: BRYANT 1980 EY1972_MARK LOGO: NCGS EY1972_PROJECTION: RECESSED 15 CENTIMETERS EY1972_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1972+STABILITY: SURFACE MOTION EY1972 EY1972 HISTORY - Date Condition Report By EY1972 HISTORY - 1980 MONUMENTED NCGS EY1972 HISTORY - 1980 GOOD NCGS EY1972 EY1972 STATION DESCRIPTION EY1972 EY1972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1972'STATION IS LOCATED APPROXIMATELY 1.5 MILES EAST-SOUTHEAST OF WINDSOR. EY1972' EY1972'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH EY1972'NC 308 OUTSIDE OF WINDSOR, PROCEED WEST ALONG US 17-NC 308 FOR 0.15 EY1972'MILE TO STATION IN THE LEFT SHOULDER, ACROSS HIGHWAY FROM A ONE AND A EY1972'HALF STORY GREEN SHINGLE HOUSE. EY1972' EY1972'STATION MARK IS A STANDARD DISK STAMPED---BYRANT 1980---SET IN THE EY1972'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND EY1972'SURFACE. MARK IS 22.8 FEET SOUTH OF THE CENTERLINE OF US 17, 76.3 EY1972'FEET SOUTHEAST OF BRYANTS METAL LAMP POST, 81.8 FEET SOUTHWEST OF WEST EY1972'END OF DRIVEWAY CULVERT TO SAID HOUSE, 4.1 FEET NORTHEAST OF EY1972'--EAST-NC 308-- SIGN POST, 61.0 FEET SOUTH OF POWER POLE WITH EY1972'TRANSFORMER AND REFERENCE TAG, 98.5 FEET EAST-NORTHEAST OF TELEPHONE EY1972'POLE 516 WITH REFERENCE TAG AND 100.8 FEET WEST OF TELEPHONE POLE 515 EY1972'WITH REFERENCE TAG. EY1972 EY1972 STATION RECOVERY (1980) EY1972 EY1972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1972'1.5 MI ESE FROM WINDSOR. EY1972'0.15 MILE WEST ALONG US 13/NC 308 FROM EASTERNMOST INTERSECTION OF EY1972'US 17 WITH NC 308 OUTSIDE OF WINDSOR, IN THE LEFT SHOULDER ACROSS EY1972'HIGHWAY FROM A 1 1/2 STORY GREEN SHINGLED HOUSE, 22.8 FEET SOUTH OF EY1972'CENTERLINE OF US 17, 76.3 FEET SOUTHEAST OF BRYANTS METAL LAMP POST, EY1972'81.8 FEET SOUTHWEST OF WEST END OF DRIVEWAY CULVERT TO SAID HOUSE, EY1972'4.1 FEET NORTHEAST OF EAST NC 308 SIGN POST, 61.0 FEET SOUTH OF POWER EY1972'POLE WITH TRANSFORMER AND REFERENCE TAG, 98.5 FEET EAST-NORTHEAST OF EY1972'TELEPHONE POLE 516 AND 100.8 FEET WEST OF TELEPHONE POLE 515 WITH EY1972'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3881 *********************************************************************** FX3881 DESIGNATION - BULL POND RESET FX3881 PID - FX3881 FX3881 STATE/COUNTY- NC/BERTIE FX3881 USGS QUAD - COLERAIN (1982) FX3881 FX3881 *CURRENT SURVEY CONTROL FX3881 ___________________________________________________________________ FX3881* NAD 83(1986)- 36 10 13.32785(N) 076 45 07.36358(W) ADJUSTED FX3881* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3881 ___________________________________________________________________ FX3881 LAPLACE CORR- -4.32 (seconds) DEFLEC99 FX3881 GEOID HEIGHT- -36.25 (meters) GEOID03 FX3881 FX3881 HORZ ORDER - SECOND FX3881 FX3881.The North Carolina HARNS have been completed but, FX3881.due to contractual restrictions, coordinates for these stations FX3881.will NOT be published in the near future. In the interim, the FX3881.published coordinates in North Carolina will not be FX3881.consistent with the Continuously Operating Reference Stations FX3881.(CORS). The HARN coordinates for these stations are available FX3881.upon request. Contact Gary Thompson(919-733-3836). FX3881. FX3881.In addition, the published North Carolina positions FX3881.(NAD 83 (1986)) are NOT consistent with those determined in FX3881.adjacent state readjustments. The discontinuity between stations FX3881.located in North Carolina and those in adjacent states FX3881.which have been adjusted to the HARN may be as much as 5 FX3881.decimeters. This will result in a significant loss of accuracy FX3881.over lines crossing such state borders. FX3881 FX3881 FX3881.The horizontal coordinates were established by classical geodetic methods FX3881.and adjusted by the National Geodetic Survey in July 1986. FX3881 FX3881.The orthometric height was scaled from a topographic map. FX3881 FX3881.The Laplace correction was computed from DEFLEC99 derived deflections. FX3881 FX3881.The geoid height was determined by GEOID03. FX3881 FX3881; North East Units Scale Factor Converg. FX3881;SPC NC - 270,794.364 811,831.171 MT 1.00000104 +1 17 50.8 FX3881;SPC NC - 888,431.18 2,663,482.77 sFT 1.00000104 +1 17 50.8 FX3881;UTM 18 - 4,004,267.279 342,425.134 MT 0.99990594 -1 02 03.3 FX3881 FX3881! - Elev Factor x Scale Factor = Combined Factor FX3881!SPC NC - 1.00000527 x 1.00000104 = 1.00000631 FX3881!UTM 18 - 1.00000527 x 0.99990594 = 0.99991121 FX3881 FX3881: Primary Azimuth Mark Grid Az FX3881:SPC NC - WHITE 098 16 56.1 FX3881:UTM 18 - WHITE 100 36 50.2 FX3881 FX3881|---------------------------------------------------------------------| FX3881| PID Reference Object Distance Geod. Az | FX3881| dddmmss.s | FX3881| FX4603 BULL POND RM 1 38.890 METERS 00433 | FX3881| FX3879 WHITE APPROX. 2.7 KM 0993446.9 | FX3881| FX4604 BULL POND RM 2 34.620 METERS 15844 | FX3881|---------------------------------------------------------------------| FX3881 FX3881 SUPERSEDED SURVEY CONTROL FX3881 FX3881 NAD 27 - 36 10 12.76600(N) 076 45 08.55100(W) AD( ) 2 FX3881 FX3881.Superseded values are not recommended for survey control. FX3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3881.See file dsdata.txt to determine how the superseded data were derived. FX3881 FX3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4242504267(NAD 83) FX3881_MARKER: DS = TRIANGULATION STATION DISK FX3881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3881 FX3881 HISTORY - Date Condition Report By FX3881 HISTORY - 1931 MONUMENTED CGS FX3881 HISTORY - 1932 GOOD CGS FX3881 HISTORY - 1963 SEE DESCRIPTION CGS FX3881 FX3881 STATION DESCRIPTION FX3881 FX3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FX3881'ON WEST SHORE OF CHOWAN RIVER, 2 MILES SOUTH OF COLERAIN, AND ON FX3881'SANDY POINT KNOWN AS BULL POND POINT. TO REACH FROM COLERAIN, GO FX3881'SOUTH 2.0 MILES, TURN LEFT AT J. L. PARKER STORE SIGN AT GOOSE FX3881'POND, CONTINUE ABOUT 200 FEET, TURN RIGHT ONTO MAIN ROAD, PROCEED FX3881'0.15 MILE FOLLOWING MAIN ROAD AROUND BEND TO LEFT, CONTINUE ON FX3881'MAIN ROAD 1.15 MILES TO ITS END AT GATE, PASS THROUGH GATE, AND GO FX3881'DOWN HILL TO END OF ROAD IN PINE TREES AT POINT OF LAND IN CHOWAN FX3881'RIVER. STATION IS ABOUT 75 METERS (246 FEET) WEST OF POINT OF FX3881'LAND, ABOUT 5 METERS (16 FEET) SOUTHWEST OF END OF ROAD, AND 5 FX3881'METERS (16 FEET) WEST OF 8-INCH TRIANGLE-BLAZED PINE TREE. FX3881'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A, WAS ESTABLISHED FX3881'IN 1931 FOR SURFACE MARK. UNDERGROUND MARK IS BLOCK OF CONCRETE, 6 FX3881'INCHES SQUARE, WITH NAIL IN CENTER, AND 4 OR 5 FEET BELOW GROUND. FX3881'NO PERMANENT REFERENCE MARKS WERE ESTABLISHED IN 1874 WHEN STATION FX3881'WAS ESTABLISHED. TWO STANDARD REFERENCE DISKS IN CONCRETE, NOTE FX3881'11A, WERE ESTABLISHED IN 1931. NO. 1 IS IN PINE GROVE, 20 METERS FX3881'(66 FEET) FROM EDGE OF WATER, AND 38.89 METERS (127.6 FEET) FROM FX3881'STATION IN BEARING N 4 DEG 33 MIN E. NO. 2 IS ON EDGE OF PINE FX3881'GROVE, 30 METERS (98 FEET) NORTH OF SHORE LINE ON SOUTH SIDE OF FX3881'POINT, AND 34.62 METERS (113.6 FEET) FROM STATION IN BEARING S 21 FX3881'DEG 16 MIN E. WITNESS MARKS, CONSISTING OF NAILS IN TRIANGULAR FX3881'BLAZES ON TREES, ARE AT FOLLOWING DISTANCES AND BEARINGS FROM FX3881'STATION-- SYCAMORE (1874), 14.17 METERS (46.5 FEET) N 82 DEG 56 FX3881'MIN E. CEDAR, 21.60 METERS FEET), S 87 DEG 50 MIN W. PINE, 32.85 FX3881'METERS(107.8 FEET),N 39 DEG 18 MIN W AND CEDAR(1874),49.2 METERS(161.4 FX3881'FEET), N 19 DEG 43 MIN W. SOUTHWEST CORNER OF FISH HOUSE IS 47.70 FX3881'METERS (156.5 FEET) FROM STATION IN BEARING N 33 DEG 57 MIN E. FX3881 FX3881 STATION RECOVERY (1963) FX3881 FX3881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3881'THIS STATION AND REFERENCE MARKS HAVE BEEN DESTROYED DUE TO FX3881'EROSION, MARKS WERE FOUND LAYING IN SAND. A LARGE AMOUNT OF SAND FX3881'HAS BEEN HAULED OUT OF THIS AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1466 *********************************************************************** EY1466 DESIGNATION - C 212 EY1466 PID - EY1466 EY1466 STATE/COUNTY- NC/BERTIE EY1466 USGS QUAD - WESTOVER (1978) EY1466 EY1466 *CURRENT SURVEY CONTROL EY1466 ___________________________________________________________________ EY1466* NAD 83(1986)- 35 56 13.59550(N) 076 44 34.82207(W) ADJUSTED EY1466* NAVD 88 - 3.616 (meters) 11.86 (feet) ADJUSTED EY1466 ___________________________________________________________________ EY1466 LAPLACE CORR- -3.39 (seconds) DEFLEC99 EY1466 GEOID HEIGHT- -36.56 (meters) GEOID03 EY1466 DYNAMIC HT - 3.613 (meters) 11.85 (feet) COMP EY1466 MODELED GRAV- 979,802.1 (mgal) NAVD 88 EY1466 EY1466 HORZ ORDER - SECOND EY1466 VERT ORDER - FIRST CLASS II EY1466 EY1466.The North Carolina HARNS have been completed but, EY1466.due to contractual restrictions, coordinates for these stations EY1466.will NOT be published in the near future. In the interim, the EY1466.published coordinates in North Carolina will not be EY1466.consistent with the Continuously Operating Reference Stations EY1466.(CORS). The HARN coordinates for these stations are available EY1466.upon request. Contact Gary Thompson(919-733-3836). EY1466. EY1466.In addition, the published North Carolina positions EY1466.(NAD 83 (1986)) are NOT consistent with those determined in EY1466.adjacent state readjustments. The discontinuity between stations EY1466.located in North Carolina and those in adjacent states EY1466.which have been adjusted to the HARN may be as much as 5 EY1466.decimeters. This will result in a significant loss of accuracy EY1466.over lines crossing such state borders. EY1466 EY1466 EY1466.The horizontal coordinates were established by classical geodetic methods EY1466.and adjusted by the National Geodetic Survey in January 1991. EY1466 EY1466.The orthometric height was determined by differential leveling EY1466.and adjusted by the National Geodetic Survey in June 1991. EY1466.WARNING-Repeat measurements at this control monument indicate possible EY1466.vertical movement. EY1466 EY1466.The Laplace correction was computed from DEFLEC99 derived deflections. EY1466 EY1466.The geoid height was determined by GEOID03. EY1466 EY1466.The dynamic height is computed by dividing the NAVD 88 EY1466.geopotential number by the normal gravity value computed on the EY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1466.degrees latitude (g = 980.6199 gals.). EY1466 EY1466.The modeled gravity was interpolated from observed gravity values. EY1466 EY1466; North East Units Scale Factor Converg. EY1466;SPC NC - 244,937.836 813,232.615 MT 0.99994401 +1 18 09.6 EY1466;SPC NC - 803,600.22 2,668,080.67 sFT 0.99994401 +1 18 09.6 EY1466;UTM 18 - 3,978,376.865 342,774.756 MT 0.99990460 -1 01 23.4 EY1466 EY1466! - Elev Factor x Scale Factor = Combined Factor EY1466!SPC NC - 1.00000517 x 0.99994401 = 0.99994918 EY1466!UTM 18 - 1.00000517 x 0.99990460 = 0.99990977 EY1466 EY1466 SUPERSEDED SURVEY CONTROL EY1466 EY1466 NGVD 29 (01/18/91) 3.93 (m) 12.9 (f) LEVELING 3 EY1466 EY1466.Superseded values are not recommended for survey control. EY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1466.See file dsdata.txt to determine how the superseded data were derived. EY1466 EY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4277578377(NAD 83) EY1466_MARKER: I = METAL ROD EY1466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1466_SP_SET: STAINLESS STEEL ROD EY1466_STAMPING: C 212 1979 EY1466_MARK LOGO: NCGS EY1466_PROJECTION: FLUSH EY1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1466_ROD/PIPE-DEPTH: 7.32 meters EY1466 EY1466 HISTORY - Date Condition Report By EY1466 HISTORY - 1979 MONUMENTED NGS EY1466 HISTORY - 1981 GOOD NCGS EY1466 EY1466 STATION DESCRIPTION EY1466 EY1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1466'5.4 MI SOUTH FROM MERRY HILL. EY1466'5.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH EY1466'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, IN THE SOUTHWEST EY1466'QUADRANT OF THE INTERSECTION WITH STATE HIGHWAY 308, IN THE SHOULDER EY1466'OF HIGHWAY AND AT THE SOUTH END OF THE GUARD RAIL, 22.8 FEET WEST EY1466'OF CENTERLINE OF STATE HIGHWAY 45, 83.7 FEET SOUTH OF CENTERLINE EY1466'OF STATE HIGHWAY 308, 1.4 FEET WEST OF END OF GUARD RAIL AND 1.7 EY1466'FEET SOUTHWEST OF END GUARD RAIL POST. THE DATUM POINT IS A STEEL EY1466'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC EY1466'SURVEY LOGO FLANGE WITH ACCESS COVER. EY1466'THE MARK IS 1.0 FT S FROM A WITNESS POST. EY1466'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. EY1466 EY1466 STATION RECOVERY (1981) EY1466 EY1466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1466'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2448 *********************************************************************** FX2448 DESIGNATION - C 531 FX2448 PID - FX2448 FX2448 STATE/COUNTY- NC/BERTIE FX2448 USGS QUAD - WINDSOR NORTH (1981) FX2448 FX2448 *CURRENT SURVEY CONTROL FX2448 ___________________________________________________________________ FX2448* NAD 83(1986)- 36 01 02.26208(N) 076 53 23.00291(W) ADJUSTED FX2448* NAVD 88 - 12.451 (meters) 40.85 (feet) ADJUSTED FX2448 ___________________________________________________________________ FX2448 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX2448 GEOID HEIGHT- -36.07 (meters) GEOID03 FX2448 DYNAMIC HT - 12.441 (meters) 40.82 (feet) COMP FX2448 MODELED GRAV- 979,818.4 (mgal) NAVD 88 FX2448 FX2448 HORZ ORDER - SECOND FX2448 VERT ORDER - SECOND CLASS II FX2448 FX2448.The North Carolina HARNS have been completed but, FX2448.due to contractual restrictions, coordinates for these stations FX2448.will NOT be published in the near future. In the interim, the FX2448.published coordinates in North Carolina will not be FX2448.consistent with the Continuously Operating Reference Stations FX2448.(CORS). The HARN coordinates for these stations are available FX2448.upon request. Contact Gary Thompson(919-733-3836). FX2448. FX2448.In addition, the published North Carolina positions FX2448.(NAD 83 (1986)) are NOT consistent with those determined in FX2448.adjacent state readjustments. The discontinuity between stations FX2448.located in North Carolina and those in adjacent states FX2448.which have been adjusted to the HARN may be as much as 5 FX2448.decimeters. This will result in a significant loss of accuracy FX2448.over lines crossing such state borders. FX2448 FX2448 FX2448.The horizontal coordinates were established by classical geodetic methods FX2448.and adjusted by the National Geodetic Survey in January 1991. FX2448.No horizontal observational check was made to the station. FX2448 FX2448.The orthometric height was determined by differential leveling FX2448.and adjusted by the National Geodetic Survey in June 1991. FX2448 FX2448.The Laplace correction was computed from DEFLEC99 derived deflections. FX2448 FX2448.The geoid height was determined by GEOID03. FX2448 FX2448.The dynamic height is computed by dividing the NAVD 88 FX2448.geopotential number by the normal gravity value computed on the FX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2448.degrees latitude (g = 980.6199 gals.). FX2448 FX2448.The modeled gravity was interpolated from observed gravity values. FX2448 FX2448; North East Units Scale Factor Converg. FX2448;SPC NC - 253,541.458 799,808.414 MT 0.99996173 +1 13 04.8 FX2448;SPC NC - 831,827.27 2,624,038.10 sFT 0.99996173 +1 13 04.8 FX2448;UTM 18 - 3,987,518.392 329,711.344 MT 0.99995732 -1 06 41.3 FX2448 FX2448! - Elev Factor x Scale Factor = Combined Factor FX2448!SPC NC - 1.00000371 x 0.99996173 = 0.99996544 FX2448!UTM 18 - 1.00000371 x 0.99995732 = 0.99996103 FX2448 FX2448 SUPERSEDED SURVEY CONTROL FX2448 FX2448 NGVD 29 (??/??/92) 12.784 (m) 41.94 (f) ADJ UNCH 2 2 FX2448 FX2448.Superseded values are not recommended for survey control. FX2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2448.See file dsdata.txt to determine how the superseded data were derived. FX2448 FX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2971187518(NAD 83) FX2448_MARKER: DD = SURVEY DISK FX2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX2448_STAMPING: 30 NC-1/C 531- FX2448_MARK LOGO: DOD FX2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2448+STABILITY: SURFACE MOTION FX2448 FX2448 HISTORY - Date Condition Report By FX2448 HISTORY - 1942 MONUMENTED DOD FX2448 HISTORY - 1975 GOOD NCGS FX2448 HISTORY - 1980 GOOD NCGS FX2448 FX2448 STATION DESCRIPTION FX2448 FX2448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2448'3.4 MI ENE FROM WINDSOR. FX2448'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS FX2448'(JUNCTION OF US 13 AND US 17 BUSINESS) IN CENTER OF WINDOR, PROCEED SE FX2448'AND EAST ALONG KING STREET (US 17 NORTH) FOR 4.1 MILES TO FX2448'Y-INTERSECTION WITH SR 1001, AND STATION APPROXIMATELY 250 FEET NE OF FX2448'THE INTERSECTION IN THE SE CORNER OF THE GREEN CROSS MISSIONARY FX2448'BAPTIST CHURCH YARD. 40.7 FT. NNW OF C/L OF US 17, 1.7 FT. ENE OF 5 FX2448'IN. MAGNOLIA, 22.7 FT. ENE OF PP NO. H 182-70 WITH ALUMINUM REF. TAG, FX2448'AND 57.8 FT. SSE OF LAMP POLE WITH ALUMINUM REF. TAG. DISK IS SET IN FX2448'TOP OF CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. FX2448 FX2448 STATION RECOVERY (1980) FX2448 FX2448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2448'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2448'THE MARK IS 2 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3889 *********************************************************************** FX3889 DESIGNATION - CAPEHART FX3889 PID - FX3889 FX3889 STATE/COUNTY- NC/BERTIE FX3889 USGS QUAD - MERRY HILL (1982) FX3889 FX3889 *CURRENT SURVEY CONTROL FX3889 ___________________________________________________________________ FX3889* NAD 83(1986)- 36 03 12.60321(N) 076 47 23.92628(W) ADJUSTED FX3889* NAVD 88 - 14.38 (+/-2cm) 47.2 (feet) VERTCON FX3889 ___________________________________________________________________ FX3889 LAPLACE CORR- -4.48 (seconds) DEFLEC99 FX3889 GEOID HEIGHT- -36.31 (meters) GEOID03 FX3889 FX3889 HORZ ORDER - FIRST FX3889 VERT ORDER - THIRD ? (See Below) FX3889 FX3889.The North Carolina HARNS have been completed but, FX3889.due to contractual restrictions, coordinates for these stations FX3889.will NOT be published in the near future. In the interim, the FX3889.published coordinates in North Carolina will not be FX3889.consistent with the Continuously Operating Reference Stations FX3889.(CORS). The HARN coordinates for these stations are available FX3889.upon request. Contact Gary Thompson(919-733-3836). FX3889. FX3889.In addition, the published North Carolina positions FX3889.(NAD 83 (1986)) are NOT consistent with those determined in FX3889.adjacent state readjustments. The discontinuity between stations FX3889.located in North Carolina and those in adjacent states FX3889.which have been adjusted to the HARN may be as much as 5 FX3889.decimeters. This will result in a significant loss of accuracy FX3889.over lines crossing such state borders. FX3889 FX3889 FX3889.The horizontal coordinates were established by classical geodetic methods FX3889.and adjusted by the National Geodetic Survey in July 1986. FX3889 FX3889.The NAVD 88 height was computed by applying the VERTCON shift value to FX3889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3889.The vertical order pertains to the NGVD 29 superseded value. FX3889 FX3889.The Laplace correction was computed from DEFLEC99 derived deflections. FX3889 FX3889.The geoid height was determined by GEOID03. FX3889 FX3889; North East Units Scale Factor Converg. FX3889;SPC NC - 257,753.347 808,707.792 MT 0.99997038 +1 16 32.0 FX3889;SPC NC - 845,645.77 2,653,235.48 sFT 0.99997038 +1 16 32.0 FX3889;UTM 18 - 3,991,364.989 338,774.308 MT 0.99992029 -1 03 13.3 FX3889 FX3889! - Elev Factor x Scale Factor = Combined Factor FX3889!SPC NC - 1.00000344 x 0.99997038 = 0.99997382 FX3889!UTM 18 - 1.00000344 x 0.99992029 = 0.99992373 FX3889 FX3889: Primary Azimuth Mark Grid Az FX3889:SPC NC - CAPEHART AZ MK 053 38 19.5 FX3889:UTM 18 - CAPEHART AZ MK 055 58 04.8 FX3889 FX3889|---------------------------------------------------------------------| FX3889| PID Reference Object Distance Geod. Az | FX3889| dddmmss.s | FX3889| FX2053 CAPEHART RM 1 51.811 METERS 02006 | FX3889| FX4635 CAPEHART RM 2 AZIMUTH 0485903.3 | FX3889| FX2052 CAPEHART AZ MK 0545451.5 | FX3889| FX3842 EDENTON HIGHEST WATER TANK APPROX.17.0 KM 0872456.7 | FX3889| FX2054 CAPEHART RM 4 27.995 METERS 28522 | FX3889| FX4636 CAPEHART RM 3 67.480 METERS 29018 | FX3889|---------------------------------------------------------------------| FX3889 FX3889 SUPERSEDED SURVEY CONTROL FX3889 FX3889 NAD 27 - 36 03 12.02900(N) 076 47 25.11300(W) AD( ) 1 FX3889 NGVD 29 (07/19/86) 14.71 (m) 48.3 (f) LEVELING 3 FX3889 FX3889.Superseded values are not recommended for survey control. FX3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3889.See file dsdata.txt to determine how the superseded data were derived. FX3889 FX3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3877491365(NAD 83) FX3889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FX3889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3889+STABILITY: SURFACE MOTION FX3889 FX3889 HISTORY - Date Condition Report By FX3889 HISTORY - 1931 MONUMENTED CGS FX3889 HISTORY - 1942 GOOD USE FX3889 HISTORY - 1952 GOOD CGS FX3889 HISTORY - 1954 GOOD CGS FX3889 HISTORY - 1963 GOOD CGS FX3889 HISTORY - 1966 GOOD CGS FX3889 HISTORY - 1980 GOOD NCGS FX3889 FX3889 STATION DESCRIPTION FX3889 FX3889'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) FX3889'ABOUT 6 MILES SOUTH OF PERRYTOWN, AND 9 MILES EAST-NORTHEAST OF FX3889'WINDSOR, DIRECTLY BEHIND JOHNNIE EVANS HOUSE WHO LIVES JUST WEST FX3889'OF CAPEHART CHURCH, IN HIS TOBACCO FIELD, AND 23.54 METERS (77.2 FX3889'FEET) SOUTH OF WEST SIDE OF GATE IN YARD FENCE. TO REACH FROM FX3889'WINDSOR, FOLLOW ROUTE 17 TOWARD EDENTON 10.4 MILES FROM STANDARD FX3889'STATION TO DIRT CROSSROAD. FROM EDENTON, THIS CROSSROAD IS ABOUT FX3889'4-1/2 OR 5 MILES WEST OF WEST END OF TOLL BRIDGE OVER CHOWAN FX3889'RIVER, AND EXACTLY 1.2 MILES WEST OF BRIDGE OVER SALMON CREEK. GO FX3889'NORTH FROM CROSSROAD 1.45 MILES ON TEMPORARY ROUTE 35, TURN LEFT FX3889'AT T-ROAD, AND CONTINUE ABOUT 350 YARDS TO CAPEHART CHURCH ON FX3889'SOUTH SIDE OF ROAD AND STATION SITE. SURFACE AND UNDERGROUND FX3889'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE FX3889'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS FX3889'0.5 METER (1.6 FEET) NORTHEAST OF EAST CORNER OF GRANARY, AND FX3889'51.81 METERS (170.0 FEET) FROM STATION IN BEARING N 48 DEG 59 MIN FX3889'E. NO. 2 IS 108 METERS (354 FEET) SOUTHEAST OF INTERSECTION OF FX3889'ROUTE 35 AND CAPEHART ROAD, 6 METERS (20 FEET) EAST OF CENTER OF FX3889'MAIN SAND ROAD, 45 METERS (148 FEET) WEST OF HOUSE, 0.3 METER (1 FX3889'FOOT) EAST OF FENCE LINE, AND APPROXIMATELY ONE-FOURTH MILE FROM FX3889'STATION IN BEARING N 20 DEG 06 MIN E. NO. 3 IS 0.3 METER (1 FX3889'FOOT) EAST OF JOHNNIE EVANS FENCE LINE, AND 67.48 METERS (221.4 FX3889'FEET) FROM STATION IN BEARING N 69 DEG 42 MIN W. FX3889 FX3889 STATION RECOVERY (1942) FX3889 FX3889'RECOVERY NOTE BY US ENGINEERS 1942 FX3889'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD FX3889'CONDITION. THE FOLLOWING CHANGES IN DESCRIPTION WERE NOTED-- FX3889' FX3889'INTERSECTION U.S. HWY 17 AND N.C. HWY 45. NORTH OF VIA NC HWY 45 FX3889'1.45 MILES TO JUNCTION WITH SAND-CLAY ROAD LEADING SW TO CAPEHART FX3889'BAPTIST CHURCH. FX3889' FX3889'REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND DISPLACED AND RESET FX3889'IN NEW LOCATION BY HIGHWAY WORKMEN. R.M. 2 IS ABOUT 250 FEET S OF FX3889'JUNCTION OF N.C. HWY 45 AND CAPEHART ROAD, 108 FEET SW OF SW FX3889'CORNER OF HOUSE, 34 FEET E OF HIGHWAY CENTERLINE, 1 FOOT E OF FX3889'FENCE LINE, 42 FEET S OF FENCE CORNER, PROJECTING 1.4 FEET ABOVE FX3889'GROUND, AND 248.61 METERS (0.15 MILES) FROM STATION IN BEARING FX3889'N 47 DEG 28 MIN E. FX3889' FX3889'THIRD ORDER ELEVATION OF STATION - 48.29 FEET. FX3889 FX3889 STATION RECOVERY (1952) FX3889 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL) FX3889'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN ORIGINAL FX3889'DESCRIPTION AND THE RECOVERY NOTE OF THE 30TH ENGINEERS IN 1942, FX3889'EXCEPT THAT THE DIRECTIONS OF R.M.S 1 AND 2 ARE INTERCHANGED IN FX3889'THE DESCRIPTION ON PAGE 147 OF THE PUBLICATION TRIANGULATION AND FX3889'TRAVERSE IN NORTH CAROLINA. R.M. 3 IS NOW OBSTRUCTED BY A SMALL FX3889'BARN AND R.M. 2 WAS DESTROYED BY THIS PARTY AFTER AN AZIMUTH MARK FX3889'WAS ESTABLISHED. FX3889' FX3889'STATION IS ABOUT 10 MILES ENE OF WINDSOR, 1.5 MILES N OF MIDWAY FX3889'WHICH IS A CROSSROADS SETTLEMENT ON U.S. HIGHWAY 17, ABOUT 75 FX3889'YARDS SW OF CAPEHARTS BAPTIST CHURCH, IN A CULTIVATED FIELD FX3889'BELONGING TO A MR. EVANS. FX3889' FX3889'STATION MARKS ARE STANDARD STATION DISKS SET IN CONCRETE. SURFACE FX3889'MARK IS 15 INCHES UNDERGROUND AND THE DISK IS STAMPED CAPEHART 1931. FX3889' FX3889'R.M. 1 IS 57.795 METERS (169.93 FEET) FX3889'FROM THE STATION, 96.4 FEET SW OF THE SW CORNER OF THE SAID FX3889'CHURCH, 55 FEET W OF THE PROJECTED PLANE OF THE W WALL OF THE FX3889'SAME, AND 1.5 FEET SE OF THE E CORNER OF A GRANARY. IT IS A FX3889'STANDARD DISK SET IN CONCRETE, PROJECTS 8 INCHES, AND THE DISK IS FX3889'STAMPED CAPEHART NO 1 1931. FX3889' FX3889'R.M. 3 IS 67.48 METERS (221.4 FEET) BEARING S 69 DEG 42 MIN E FX3889'FROM THE STATION OR 222.38 FEET AS MOST READILY MEASURED AROUND FX3889'THE S CORNER OF A BARN ON LINE BETWEEN THE TWO, ABOUT 125 FEET S FX3889'OF THE CENTER LINE OF A GRADED ROAD, 65 FEET S OF THE PROJECTED FX3889'PLANE OF THE N WALL OF THE SAID CHURCH, 97 FEET N OF THE NW FX3889'CORNER OF THE LARGER OF TWO BARNS, AND 1 FOOT E OF THE PROJECTED FX3889'PLANE OF THE W WALL OF THE SAME. IT IS A STANDARD DISK SET IN FX3889'CONCRETE, PROJECTS 6 INCHES, AND THE DISK IS STAMPED CAPEHART NO 3 FX3889'1931. FX3889' FX3889'AZIMUTH MARK IS 0.15 MILE FX3889'FROM THE STATION, 72 FEET E OF THE CENTER LINE OF STATE HIGHWAY FX3889'45, 61.4 FEET SSW OF THE SW CORNER OF THE ENCLOSED PORCH OF MR. FX3889'MEREDITH TAYLORS RESIDENCE, IN THE LINE OF POWER-LINE POLES, AND 5 FX3889'FEET S OF TRANSFORMER POLE NO. 22573. IT IS A STANDARD DISK SET FX3889'IN CONCRETE, PROJECTS 4 INCHES, AND THE DISK IS STAMPED CAPEHART 1952. FX3889' FX3889'TO REACH THE STATION FROM THE COURTHOUSE IN WINDSOR, GO E ON U.S. FX3889'HIGHWAY 17 FOR 10.4 MILES TO MIDWAY CROSSROADS AND TURN LEFT ONTO FX3889'STATE HIGHWAY 45, THENCE N 1.5 MILES TO A ROAD T-INTERSECTION AND FX3889'TURN LEFT, THENCE W 0.15 MILE TO THE STATION ABOUT 100 YARDS S OF FX3889'THE ROAD. FX3889 FX3889 STATION RECOVERY (1954) FX3889 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) FX3889'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE FX3889'IN GOOD CONDITION. AN AZIMUTH MARK WAS ESTABLISHED IN 1952 TO FX3889'REPLACE REFERENCE MARK NO. 2 BUT NO DESCRIPTION WAS AVAILABLE. THE FX3889'MARK IS 51 FEET SOUTHEAST OF A FENCE CORNER, 28 FEET EAST OF A FX3889'FENCE AND 5 FEET SOUTH OF POWER POLE. THE MARK PROJECTS ABOUT 4 FX3889'INCHES AND THE DISK IS STAMPED CAPEHART 1952. REFERENCE MARK NO. FX3889'3 IS OBSTRUCTED BY A SHED AND A TREE SO REFERENCE MARK NO. 4 WAS FX3889'ESTABLISHED. THE MARK IS 2 FEET SOUTH OF SOUTHWEST CORNER OF A FX3889'SHED. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FX3889'CAPEHART NO 4 1954. THE DISTANCE TO REFERENCE MARK NO. 1 WAS FX3889'CHECKED BUT THE DIRECTION GIVEN IN THE ORIGINAL DESCRIPTION DID NOT FX3889'CHECK. IT WAS FOUND THAT THE DIRECTION TO REFERENCE MARK NO. 2 WAS FX3889'ACTUALLY THE DIRECTION TO REFERENCE MARK NO. 1. FX3889' FX3889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY FX3889'45, MIDWAY BETWEEN EDENTON AND WINDSOR, GO NORTH ON STATE HIGHWAY FX3889'45 FOR 1.5 MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF HIGHWAY FX3889'AS DESCRIBED. TURN SHARP LEFT ON GRAVEL ROAD FOR 0.2 MILE TO FX3889'DRIVEWAY LEFT. TURN LEFT ON DRIVEWAY AND GO SOUTH FOR 0.05 MILE FX3889'TO GATE LEADING TO FIELD. PASS THROUGH GATE AND BEAR RIGHT AND FX3889'ABOUT 50 YARDS TO STATION AS DESCRIBED. FX3889' FX3889'1954 OBSERVATIONS TAKEN FROM A 103 FOOT TOWER. FX3889 FX3889 STATION RECOVERY (1963) FX3889 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3889'THIS STATION WAS FOUND IN GOOD CONDITION. THE STATION MARK IS 16 FX3889'INCHES BELOW THE SURFACE OF THE GROUND. R.M. NO. 1 AND R.M. NO. 2 FX3889'WERE FOUND AND IN GOOD CONDITION. R.M. NO. 4 WAS FOUND AND IS FX3889'STAMPED CAPEHART NO. 4 195 THE LAST NUMBER IS NOT LEGIBLE. THIS FX3889'MARK IS 91 FEET SOUTHWEST OF STATION, 2 FEET NORTHEAST OF FX3889'SOUTHEAST CORNER OF SMALL SHED. R.M. NO. 2 HAS BEEN MOVED AND FX3889'NOW IS A ROUND MARK SET FLUSH, 71 FEET EAST OF APPROXIMATE CENTER FX3889'OF ROUTE 35, 3.5 FEET SOUTH OF POWER LINE POLE NO. 22573 AND IS 62 FX3889'FEET SOUTHWEST OF SOUTHWEST CORNER OF MR. M.H. TAILOR SR. HOUSE. FX3889' FX3889'THE TO REACH AND LOCATION ARE ADEQUATE. FX3889 FX3889 STATION RECOVERY (1966) FX3889 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB) FX3889'STATION, REFERENCE MARKS 1,3,4 AND AZIMUTH MARK WERE RECOVERED AS FX3889'DESCRIBED AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 FX3889'WAS PREVIOUSLY REPORTED AS DESTROYED. THE 1952 AND 1954 RECOVERY FX3889'NOTES ARE ADEQUATE FOR RECOVERY OF STATION. FX3889 FX3889 STATION RECOVERY (1980) FX3889 FX3889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX3889'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. DESCRIPTION FX3889'IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTION. STATION MARK IS FX3889'120.3 FEET SOUTH-SOUTHWEST OF A 24 INCH PECAN TREE WITH REFERENCE FX3889'TAG. THE DISTANCES TO REFERENCE MARKS WERE NOT CHECKED BECAUSE OF FX3889'CROPS BEING ON LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3972 *********************************************************************** EY3972 DESIGNATION - CAPEHEART 2 EY3972 PID - EY3972 EY3972 STATE/COUNTY- NC/BERTIE EY3972 USGS QUAD - WESTOVER (1978) EY3972 EY3972 *CURRENT SURVEY CONTROL EY3972 ___________________________________________________________________ EY3972* NAD 83(1986)- 35 59 09.70019(N) 076 41 09.46008(W) ADJUSTED EY3972* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3972 ___________________________________________________________________ EY3972 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY3972 GEOID HEIGHT- -36.60 (meters) GEOID03 EY3972 EY3972 HORZ ORDER - THIRD EY3972 EY3972.The North Carolina HARNS have been completed but, EY3972.due to contractual restrictions, coordinates for these stations EY3972.will NOT be published in the near future. In the interim, the EY3972.published coordinates in North Carolina will not be EY3972.consistent with the Continuously Operating Reference Stations EY3972.(CORS). The HARN coordinates for these stations are available EY3972.upon request. Contact Gary Thompson(919-733-3836). EY3972. EY3972.In addition, the published North Carolina positions EY3972.(NAD 83 (1986)) are NOT consistent with those determined in EY3972.adjacent state readjustments. The discontinuity between stations EY3972.located in North Carolina and those in adjacent states EY3972.which have been adjusted to the HARN may be as much as 5 EY3972.decimeters. This will result in a significant loss of accuracy EY3972.over lines crossing such state borders. EY3972 EY3972 EY3972.The horizontal coordinates were established by classical geodetic methods EY3972.and adjusted by the National Geodetic Survey in July 1986. EY3972 EY3972.The orthometric height was scaled from a topographic map. EY3972 EY3972.The Laplace correction was computed from DEFLEC99 derived deflections. EY3972 EY3972.The geoid height was determined by GEOID03. EY3972 EY3972; North East Units Scale Factor Converg. EY3972;SPC NC - 250,482.434 818,251.922 MT 0.99995459 +1 20 08.1 EY3972;SPC NC - 821,791.12 2,684,548.18 sFT 0.99995459 +1 20 08.1 EY3972;UTM 18 - 3,983,712.880 348,014.683 MT 0.99988463 -0 59 27.0 EY3972 EY3972! - Elev Factor x Scale Factor = Combined Factor EY3972!SPC NC - 1.00000548 x 0.99995459 = 0.99996007 EY3972!UTM 18 - 1.00000548 x 0.99988463 = 0.99989011 EY3972 EY3972: Primary Azimuth Mark Grid Az EY3972:SPC NC - RANGE NORTH 071 41 56.6 EY3972:UTM 18 - RANGE NORTH 074 01 31.7 EY3972 EY3972|---------------------------------------------------------------------| EY3972| PID Reference Object Distance Geod. Az | EY3972| dddmmss.s | EY3972| FX3844 EDENTON WATER TANK APPROX.10.4 KM 0410853.1 | EY3972| FX3848 RANGE NORTH APPROX.10.0 KM 0730204.7 | EY3972| EY3950 MACKAYS CREEK BCN LIGHTHOUSE APPROX. 8.1 KM 1251616.4 | EY3972| EY5571 TRI BLAZE ON SWEET GUM TREE 21.360 METERS 26502 | EY3972| EY5570 TRI BLAZE ON PINE TREE 7.650 METERS 31434 | EY3972| EY5569 TRI BLAZE ON HICKORY TREE 15.500 METERS 35347 | EY3972|---------------------------------------------------------------------| EY3972 EY3972 SUPERSEDED SURVEY CONTROL EY3972 EY3972 NAD 27 - 35 59 09.11500(N) 076 41 10.67200(W) AD( ) 3 EY3972 EY3972.Superseded values are not recommended for survey control. EY3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3972.See file dsdata.txt to determine how the superseded data were derived. EY3972 EY3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4801583713(NAD 83) EY3972_MARKER: N = NAIL EY3972_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3972_SP_SET: IN PREFABRICATED CONCRETE BLOCK EY3972 EY3972 HISTORY - Date Condition Report By EY3972 HISTORY - 1909 MONUMENTED CGS EY3972 HISTORY - 1915 GOOD CGS EY3972 EY3972 STATION DESCRIPTION EY3972 EY3972'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) EY3972'ON THE APPROXIMATE LOCATION OF THE OLD STATION CAPEHEART. ON EY3972'THE TOP OF A CLAY BLUFF 14 FEET HIGH, AND 5 METERS BACK FROM THE EY3972'EDGE OF THE BLUFF. THE SUBSURFACE MARK IS A 6-INCH DRAIN PIPE EY3972'4 INCHES HIGH FILLED AND SET IN CEMENT, A NAIL MARKING THE EY3972'CENTER. 6 INCHES ABOVE THIS IS THE SURFACE MARK, A 4-INCH DRAIN EY3972'TILE PIPE 2-1/2 FEET LONG FILLED AND SET IN CEMENT, A NAIL EY3972'MARKING THE CENTER, THE TOP OF THE PIPE 5 INCHES ABOVE GROUND. EY3972'THE FLANGE IS UNDERNEATH. THE FOLLOWING ANGLES AND DISTANCES EY3972'WERE MEASURED TO TRIANGLES BLAZED ON TREES FACING THE STATION. EY3972' EY3972'NAILS WERE DRIVEN IN THE CORNERS AND CENTERS OF THE TRIANGLES. EY3972 EY3972 STATION RECOVERY (1915) EY3972 EY3972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (OWF) EY3972'FIRST ESTABLISHED CAPEHEART 3. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3973 *********************************************************************** EY3973 DESIGNATION - CAPEHEART 3 EY3973 PID - EY3973 EY3973 STATE/COUNTY- NC/BERTIE EY3973 USGS QUAD - WESTOVER (1978) EY3973 EY3973 *CURRENT SURVEY CONTROL EY3973 ___________________________________________________________________ EY3973* NAD 83(1986)- 35 59 09.69839(N) 076 41 10.33623(W) ADJUSTED EY3973* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3973 ___________________________________________________________________ EY3973 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY3973 GEOID HEIGHT- -36.60 (meters) GEOID03 EY3973 EY3973 HORZ ORDER - THIRD EY3973 EY3973.The North Carolina HARNS have been completed but, EY3973.due to contractual restrictions, coordinates for these stations EY3973.will NOT be published in the near future. In the interim, the EY3973.published coordinates in North Carolina will not be EY3973.consistent with the Continuously Operating Reference Stations EY3973.(CORS). The HARN coordinates for these stations are available EY3973.upon request. Contact Gary Thompson(919-733-3836). EY3973. EY3973.In addition, the published North Carolina positions EY3973.(NAD 83 (1986)) are NOT consistent with those determined in EY3973.adjacent state readjustments. The discontinuity between stations EY3973.located in North Carolina and those in adjacent states EY3973.which have been adjusted to the HARN may be as much as 5 EY3973.decimeters. This will result in a significant loss of accuracy EY3973.over lines crossing such state borders. EY3973 EY3973 EY3973.The horizontal coordinates were established by classical geodetic methods EY3973.and adjusted by the National Geodetic Survey in July 1986. EY3973 EY3973.The orthometric height was scaled from a topographic map. EY3973 EY3973.The Laplace correction was computed from DEFLEC99 derived deflections. EY3973 EY3973.The geoid height was determined by GEOID03. EY3973 EY3973; North East Units Scale Factor Converg. EY3973;SPC NC - 250,481.867 818,229.983 MT 0.99995459 +1 20 07.6 EY3973;SPC NC - 821,789.26 2,684,476.20 sFT 0.99995459 +1 20 07.6 EY3973;UTM 18 - 3,983,713.204 347,992.741 MT 0.99988472 -0 59 27.5 EY3973 EY3973! - Elev Factor x Scale Factor = Combined Factor EY3973!SPC NC - 1.00000548 x 0.99995459 = 0.99996007 EY3973!UTM 18 - 1.00000548 x 0.99988472 = 0.99989020 EY3973 EY3973: Primary Azimuth Mark Grid Az EY3973:SPC NC - SKINNER 2 072 37 45.1 EY3973:UTM 18 - SKINNER 2 074 57 20.2 EY3973 EY3973|---------------------------------------------------------------------| EY3973| PID Reference Object Distance Geod. Az | EY3973| dddmmss.s | EY3973| EY4848 CAPEHEART 3 WM 2 8.297 METERS 06708 | EY3973| FX3849 SKINNER 2 APPROX.10.0 KM 0735752.7 | EY3973| EY3957 DRAWBRIDGE CENTER OF HIGH PART APPROX. 8.9 KM 0890656.2 | EY3973| EY3955 WATCHHOUSE CHIMNEY APPROX. 8.6 KM 1123319.4 | EY3973| EY3950 MACKAYS CREEK BCN LIGHTHOUSE APPROX. 8.2 KM 1251054.2 | EY3973| EY3976 SWAN APPROX. 7.7 KM 1355446.9 | EY3973| EY4847 CAPEHEART 3 WM 1 1.964 METERS 15913 | EY3973| EY3974 CAPEHEART 3 RM 1 34.049 METERS 27006 | EY3973|---------------------------------------------------------------------| EY3973 EY3973 SUPERSEDED SURVEY CONTROL EY3973 EY3973 NAD 27 - 35 59 09.11600(N) 076 41 11.55200(W) AD( ) 3 EY3973 EY3973.Superseded values are not recommended for survey control. EY3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3973.See file dsdata.txt to determine how the superseded data were derived. EY3973 EY3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4799383713(NAD 83) EY3973_MARKER: DS = TRIANGULATION STATION DISK EY3973_SETTING: 0 = UNSPECIFIED SETTING EY3973 EY3973 HISTORY - Date Condition Report By EY3973 HISTORY - 1915 MONUMENTED CGS EY3973 HISTORY - 1942 MARK NOT FOUND CGS EY3973 EY3973 STATION DESCRIPTION EY3973 EY3973'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (OWF) EY3973'STATION IS ABOUT 22 METERS W APPARENTLY OF STATION CAPEHEART 2, EY3973'AND IS 21 METERS BACK FROM TOP OF BLUFF BANK, 360 METERS FROM EY3973'LONE LARGE CYPRESS TREE IN WATER, SAID TREE BEARS 101 DEG EY3973'33 MIN 48 SEC TO RIGHT OF STATION SKINNER 1915 MARKED BY A EY3973'CEMENT BLOCK 8 BY 6 BY 24 INCHES SET IN CEMENT, BEARING, EY3973'REINFORCED IN ITS TOP THE BRASS DISK, STANDING 1/2 INCH ABOVE EY3973'THE GROUND. EY3973' EY3973'REFERENCE MARK NO. 1 IS OLD REFERENCE MARK, 12-INCH GUM, EY3973'4 FEET ABOVE THE GROUND, MADE BY PARTY OF 1909 AND STAMP IS EY3973'COMMON TO BOTH SURVEYS, DISTANT 34.047 METERS ON LINE 196 DEG EY3973'07 MIN 49 SEC TO RIGHT OF STATION SKINNER 1915. EY3973' EY3973'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE 11 INCHES ABOVE EY3973'GROUND CUT ON 9-INCH BEECH TREE, DISTANT 8.297 METERS ON LINE EY3973'353 DEG 10 MIN 16 SEC TO THE RIGHT OF THE STATION SKINNER 1915. EY3973 EY3973 STATION RECOVERY (1942) EY3973 EY3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW) EY3973'THE MARK WAS NOT FOUND. THE ORIGINAL DISTANCE AS GIVEN PUT THE EY3973'MARK IN THE WATER. THERE IS EVIDENCE THAT THE SHORE HAS ERODED EY3973'IN THIS AREA. THE REFERENCE MARK WAS RECOVERED. SEE DESCRIPTION EY3973'FOR CAPEHEART 3, R.M. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3974 *********************************************************************** EY3974 DESIGNATION - CAPEHEART 3 RM 1 EY3974 PID - EY3974 EY3974 STATE/COUNTY- NC/BERTIE EY3974 USGS QUAD - WESTOVER (1978) EY3974 EY3974 *CURRENT SURVEY CONTROL EY3974 ___________________________________________________________________ EY3974* NAD 83(1986)- 35 59 09.70022(N) 076 41 11.69548(W) ADJUSTED EY3974* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3974 ___________________________________________________________________ EY3974 LAPLACE CORR- -2.97 (seconds) DEFLEC99 EY3974 GEOID HEIGHT- -36.60 (meters) GEOID03 EY3974 EY3974 HORZ ORDER - THIRD EY3974 EY3974.The North Carolina HARNS have been completed but, EY3974.due to contractual restrictions, coordinates for these stations EY3974.will NOT be published in the near future. In the interim, the EY3974.published coordinates in North Carolina will not be EY3974.consistent with the Continuously Operating Reference Stations EY3974.(CORS). The HARN coordinates for these stations are available EY3974.upon request. Contact Gary Thompson(919-733-3836). EY3974. EY3974.In addition, the published North Carolina positions EY3974.(NAD 83 (1986)) are NOT consistent with those determined in EY3974.adjacent state readjustments. The discontinuity between stations EY3974.located in North Carolina and those in adjacent states EY3974.which have been adjusted to the HARN may be as much as 5 EY3974.decimeters. This will result in a significant loss of accuracy EY3974.over lines crossing such state borders. EY3974 EY3974 EY3974.The horizontal coordinates were established by classical geodetic methods EY3974.and adjusted by the National Geodetic Survey in July 1986. EY3974 EY3974.The orthometric height was scaled from a topographic map. EY3974 EY3974.The Laplace correction was computed from DEFLEC99 derived deflections. EY3974 EY3974.The geoid height was determined by GEOID03. EY3974 EY3974; North East Units Scale Factor Converg. EY3974;SPC NC - 250,481.130 818,195.943 MT 0.99995459 +1 20 06.8 EY3974;SPC NC - 821,786.84 2,684,364.52 sFT 0.99995459 +1 20 06.8 EY3974;UTM 18 - 3,983,713.849 347,958.702 MT 0.99988484 -0 59 28.3 EY3974 EY3974! - Elev Factor x Scale Factor = Combined Factor EY3974!SPC NC - 1.00000548 x 0.99995459 = 0.99996007 EY3974!UTM 18 - 1.00000548 x 0.99988484 = 0.99989032 EY3974 EY3974: Primary Azimuth Mark Grid Az EY3974:SPC NC - SKINNER 2 072 40 59.5 EY3974:UTM 18 - SKINNER 2 075 00 34.6 EY3974 EY3974|---------------------------------------------------------------------| EY3974| PID Reference Object Distance Geod. Az | EY3974| dddmmss.s | EY3974| FX3849 SKINNER 2 APPROX.10.0 KM 0740106.3 | EY3974| EY4850 CAPEHEART 3 RM 1 RP 2 23.871 METERS 08857 | EY3974| EY3956 DRAW APPROX. 8.9 KM 0891026.8 | EY3974| EY4851 CAPEHEART 3 RM 1 RP 3 18920 | EY3974|---------------------------------------------------------------------| EY3974 EY3974 SUPERSEDED SURVEY CONTROL EY3974 EY3974 NAD 27 - 35 59 09.11800(N) 076 41 12.91100(W) AD( ) 3 EY3974 EY3974.Superseded values are not recommended for survey control. EY3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3974.See file dsdata.txt to determine how the superseded data were derived. EY3974 EY3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4795983714(NAD 83) EY3974_MARKER: DS = TRIANGULATION STATION DISK EY3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3974 EY3974 HISTORY - Date Condition Report By EY3974 HISTORY - 1942 MONUMENTED CGS EY3974 HISTORY - 1951 GOOD CGS EY3974 EY3974 STATION DESCRIPTION EY3974 EY3974'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JEW) EY3974'ON THE WESTERN END OF ALBEMARLE SOUND, APPROXIMATELY 2-1/2 EY3974'MILES NNE OF ROANOKE RIVER LIGHTHOUSE (ABANDONED), ON THE EY3974'SOUTHERN PART OF BLACK WALNUT POINT, ON THE TOP OF A 20-FOOT EY3974'CLAY BLUFF, 26.9 METERS W OF THE EDGE OF THE BLUFF, 1 METER NW OF EY3974'36-INCH SWEET GUM TREE. STATION IS A BRONZE DISK, STAMPED EY3974'CAPEHEART 3, 1915-42, SET IN TOP OF 6-INCH SQUARE CONCRETE POST. EY3974'A TRIANGLE IS STAMPED IN THE MARK AROUND THE INTERSECTION OF THE EY3974'LINES. A LARGE TRIANGULAR BLAZE 5 FEET ABOVE THE GROUND, IN EY3974'A 10-INCH SWEET GUM TREE, FACING OFFSHORE WILL HELP IN EY3974'FINDING THE BEST PLACE TO CLIMB THE BLUFF. EY3974' EY3974'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE. EY3974' EY3974'REFERENCE MARK NO.2 WITH THE ARROW POINTING TO THE STATION IS EY3974'23.871 METERS (78.32 FEET), HORIZONTAL DISTANCE, E OF THE EY3974'STATION. IT IS 3.0 METERS W OF THE EDGE OF THE BLUFF AND IS ON EY3974'RANGE WITH THE HIGHEST PART OF THE RAILROAD DRAW. STAMPED EY3974'CAPEHEART 3 RM, 2 - 1942. EY3974' EY3974'REFERENCE MARK NO.3 WITH THE ARROW POINTING TO THIS STATION IS EY3974'10.035 METERS (32.94 FEET), HORIZONTAL DISTANCE, SSW OF THE EY3974'STATION. IT IS ON RANGE WITH ROANOKE RIVER LIGHTHOUSE EY3974'(ABANDONED). STAMPED CAPEHEART 3, RM, 3 - 1942. EY3974' EY3974'AN 18-INCH SWEET GUM TREE WITH LARGE TRIANGULAR BLAZE 4 FEET EY3974'ABOVE THE GROUND IS 18.7 METERS NE OF THE STATION. EY3974' EY3974'THE STATION IS IN A WOODED AREA AND IT IS NECESSARY TO DO EY3974'CONSIDERABLE CLEARING TO SEE ANY OF THE STATIONS. EY3974 EY3974 STATION RECOVERY (1951) EY3974 EY3974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) EY3974'STATION MARK AND R.M. 3 RECOVERED IN GOOD CONDITION. R.M. 2 EY3974'LOST THROUGH EROSION. MEASUREMENTS FROM STATION MARK PLACE EY3974'MONUMENT OFFSHORE WHERE 20-FOOT BLUFF HAS SLOUGHED OFF. EY3974' EY3974'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING DELETIONS EY3974'AND ADDITIONS-- EY3974' EY3974'THE SWEET GUM TREE WITH TRIANGULAR BLAZE FACING OFFSHORE EY3974'HAS ERODED AWAY. EY3974' EY3974'A 24-INCH BEECH TREE, 50.6 FEET NNE OF STATION MARK, WAS EY3974'BLAZED. TREE IS 3 METERS BACK FROM BLUFF WITH TRIANGULAR EY3974'BLAZE FACING OFFSHORE. EY3974' EY3974'STATION MARK IS NOW 18.5 METERS BACK FROM THE TOP EDGE OF BLUFF. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1969 *********************************************************************** EY1969 DESIGNATION - CASHIE EY1969 PID - EY1969 EY1969 STATE/COUNTY- NC/BERTIE EY1969 USGS QUAD - WINDSOR SOUTH (1978) EY1969 EY1969 *CURRENT SURVEY CONTROL EY1969 ___________________________________________________________________ EY1969* NAD 83(1986)- 35 59 37.38848(N) 076 56 34.07626(W) ADJUSTED EY1969* NAVD 88 - 1.859 (meters) 6.10 (feet) ADJUSTED EY1969 ___________________________________________________________________ EY1969 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EY1969 GEOID HEIGHT- -35.95 (meters) GEOID03 EY1969 DYNAMIC HT - 1.857 (meters) 6.09 (feet) COMP EY1969 MODELED GRAV- 979,826.1 (mgal) NAVD 88 EY1969 EY1969 HORZ ORDER - SECOND EY1969 VERT ORDER - SECOND CLASS II EY1969 EY1969.The North Carolina HARNS have been completed but, EY1969.due to contractual restrictions, coordinates for these stations EY1969.will NOT be published in the near future. In the interim, the EY1969.published coordinates in North Carolina will not be EY1969.consistent with the Continuously Operating Reference Stations EY1969.(CORS). The HARN coordinates for these stations are available EY1969.upon request. Contact Gary Thompson(919-733-3836). EY1969. EY1969.In addition, the published North Carolina positions EY1969.(NAD 83 (1986)) are NOT consistent with those determined in EY1969.adjacent state readjustments. The discontinuity between stations EY1969.located in North Carolina and those in adjacent states EY1969.which have been adjusted to the HARN may be as much as 5 EY1969.decimeters. This will result in a significant loss of accuracy EY1969.over lines crossing such state borders. EY1969 EY1969 EY1969.The horizontal coordinates were established by classical geodetic methods EY1969.and adjusted by the National Geodetic Survey in January 1991. EY1969 EY1969.The orthometric height was determined by differential leveling EY1969.and adjusted by the National Geodetic Survey in June 1991. EY1969 EY1969.The Laplace correction was computed from DEFLEC99 derived deflections. EY1969 EY1969.The geoid height was determined by GEOID03. EY1969 EY1969.The dynamic height is computed by dividing the NAVD 88 EY1969.geopotential number by the normal gravity value computed on the EY1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1969.degrees latitude (g = 980.6199 gals.). EY1969 EY1969.The modeled gravity was interpolated from observed gravity values. EY1969 EY1969; North East Units Scale Factor Converg. EY1969;SPC NC - 250,825.738 795,079.380 MT 0.99995632 +1 11 14.5 EY1969;SPC NC - 822,917.44 2,608,522.93 sFT 0.99995632 +1 11 14.5 EY1969;UTM 18 - 3,984,997.107 324,875.795 MT 0.99997790 -1 08 31.4 EY1969 EY1969! - Elev Factor x Scale Factor = Combined Factor EY1969!SPC NC - 1.00000535 x 0.99995632 = 0.99996167 EY1969!UTM 18 - 1.00000535 x 0.99997790 = 0.99998325 EY1969 EY1969 SUPERSEDED SURVEY CONTROL EY1969 EY1969 NGVD 29 (01/18/91) 2.19 (m) 7.2 (f) LEVELING 3 EY1969 EY1969.Superseded values are not recommended for survey control. EY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1969.See file dsdata.txt to determine how the superseded data were derived. EY1969 EY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2487684997(NAD 83) EY1969_MARKER: DE = TRAVERSE STATION DISK EY1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1969_SP_SET: CONCRETE POST EY1969_STAMPING: CASHIE 1980 EY1969_MARK LOGO: NCGS EY1969_PROJECTION: FLUSH EY1969_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1969+STABILITY: SURFACE MOTION EY1969 EY1969 HISTORY - Date Condition Report By EY1969 HISTORY - 1980 MONUMENTED NCGS EY1969 HISTORY - 1980 GOOD NCGS EY1969 EY1969 STATION DESCRIPTION EY1969 EY1969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1969'STATION IS LOCATED IN WINDSOR AT THE JUNCTION OF US 17 BYPASS AND EY1969'NC 308 AND AT THE NORTH SIDE OF THE CASHIE RIVER BRIDGE. EY1969' EY1969'STATION MARK IS A STANDARD DISK STAMPED---CASHIE 1980---SET IN THE EY1969'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND EY1969'SURFACE. MARK IS 39.9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF EY1969'US 17, 44.7 FEET SOUTHWEST OF THE CENTERLINE OF US 17 AND NC 308, 23.5 EY1969'FEET WEST OF NORTHWEST END OF THE SOUTHWEST BRIDGE RAIL, 3.6 FEET EY1969'NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 14.7 FEET NORTHWEST OF EY1969'POWER POLE WITH REFERENCE TAG. EY1969 EY1969 STATION RECOVERY (1980) EY1969 EY1969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1969'IN WINDSOR. EY1969'IN WINDSOR AT THE JUNCTION OF US 17 BYPASS AND NC 308 AND AT THE NORTH EY1969'SIDE OF THE CASHIE RIVER BRIDGE, 39.9 FEET SOUTH-SOUTHEAST OF EY1969'CENTERLINE OF US 17, 44.7 FEET SOUTHWEST OF CENTERLINE OF US 17 AND EY1969'NC 308, 23.5 FEET WEST OF NORTHWEST END OF THE SOUTHWEST BRIDGE RAIL, EY1969'3.6 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 14.7 FEET EY1969'NORTHWEST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2793 *********************************************************************** FX2793 DESIGNATION - CAT FX2793 PID - FX2793 FX2793 STATE/COUNTY- NC/BERTIE FX2793 USGS QUAD - POWELLSVILLE (1982) FX2793 FX2793 *CURRENT SURVEY CONTROL FX2793 ___________________________________________________________________ FX2793* NAD 83(1986)- 36 08 18.77264(N) 076 57 21.00822(W) ADJUSTED FX2793* NAVD 88 - 16.581 (meters) 54.40 (feet) ADJUSTED FX2793 ___________________________________________________________________ FX2793 LAPLACE CORR- -4.83 (seconds) DEFLEC99 FX2793 GEOID HEIGHT- -35.69 (meters) GEOID03 FX2793 DYNAMIC HT - 16.568 (meters) 54.36 (feet) COMP FX2793 MODELED GRAV- 979,834.5 (mgal) NAVD 88 FX2793 FX2793 HORZ ORDER - SECOND FX2793 VERT ORDER - SECOND CLASS II FX2793 FX2793.The North Carolina HARNS have been completed but, FX2793.due to contractual restrictions, coordinates for these stations FX2793.will NOT be published in the near future. In the interim, the FX2793.published coordinates in North Carolina will not be FX2793.consistent with the Continuously Operating Reference Stations FX2793.(CORS). The HARN coordinates for these stations are available FX2793.upon request. Contact Gary Thompson(919-733-3836). FX2793. FX2793.In addition, the published North Carolina positions FX2793.(NAD 83 (1986)) are NOT consistent with those determined in FX2793.adjacent state readjustments. The discontinuity between stations FX2793.located in North Carolina and those in adjacent states FX2793.which have been adjusted to the HARN may be as much as 5 FX2793.decimeters. This will result in a significant loss of accuracy FX2793.over lines crossing such state borders. FX2793 FX2793 FX2793.The horizontal coordinates were established by classical geodetic methods FX2793.and adjusted by the National Geodetic Survey in January 1991. FX2793 FX2793.The orthometric height was determined by differential leveling FX2793.and adjusted by the National Geodetic Survey in June 1991. FX2793 FX2793.The Laplace correction was computed from DEFLEC99 derived deflections. FX2793 FX2793.The geoid height was determined by GEOID03. FX2793 FX2793.The dynamic height is computed by dividing the NAVD 88 FX2793.geopotential number by the normal gravity value computed on the FX2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2793.degrees latitude (g = 980.6199 gals.). FX2793 FX2793.The modeled gravity was interpolated from observed gravity values. FX2793 FX2793; North East Units Scale Factor Converg. FX2793;SPC NC - 266,867.880 793,573.271 MT 0.99999227 +1 10 47.4 FX2793;SPC NC - 875,549.04 2,603,581.64 sFT 0.99999227 +1 10 47.4 FX2793;UTM 18 - 4,001,087.335 324,023.536 MT 0.99998158 -1 09 13.4 FX2793 FX2793! - Elev Factor x Scale Factor = Combined Factor FX2793!SPC NC - 1.00000300 x 0.99999227 = 0.99999527 FX2793!UTM 18 - 1.00000300 x 0.99998158 = 0.99998458 FX2793 FX2793 SUPERSEDED SURVEY CONTROL FX2793 FX2793 NGVD 29 (01/18/91) 16.97 (m) 55.7 (f) LEVELING 3 FX2793 FX2793.Superseded values are not recommended for survey control. FX2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2793.See file dsdata.txt to determine how the superseded data were derived. FX2793 FX2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2402401087(NAD 83) FX2793_MARKER: DE = TRAVERSE STATION DISK FX2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2793_SP_SET: CONCRETE POST FX2793_STAMPING: CAT 1980 FX2793_MARK LOGO: NCGS FX2793_PROJECTION: RECESSED 10 CENTIMETERS FX2793_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2793+STABILITY: SURFACE MOTION FX2793 FX2793 HISTORY - Date Condition Report By FX2793 HISTORY - 1980 MONUMENTED NCGS FX2793 HISTORY - 1980 GOOD NCGS FX2793 HISTORY - 1985 GOOD USPSQD FX2793 FX2793 STATION DESCRIPTION FX2793 FX2793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2793'STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTH-NORTHWEST OF FX2793'ASKEWVILLE AND 6.1 MILES SOUTH OF POWELLSVILLE. FX2793' FX2793'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2793'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 4.2 MILES TO FX2793'STATION IN THE RIGHT SHOULDER, SOUTHWEST OF A BRICK HOUSE AND 0.7 MILE FX2793'SOUTH OF HOLLY GROVE BAPTIST CHURCH. FX2793' FX2793'STATION MARK IS A STANDARD DISK STAMPED---CAT 1980---SET IN THE TOP FX2793'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2793'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 18.0 FEET EAST-SOUTHEAST OF FX2793'CENTERLINE OF US 13, 84.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF FX2793'DRIVEWAY, 79.6 FEET WEST-SOUTHWEST OF POWER POLE 112 WITH REFERENCE FX2793'TAG, 73.0 FEET EAST OF 18 INCH GUM WITH REFERENCE TAG, 184.0 FEET FX2793'SOUTHWEST OF NORTHWEST CORNER OF HOUSE AND 65.4 FEET NORTH-NORTHEAST FX2793'OF NORTHEND OF CONCRETE HEADWALL. FX2793 FX2793 STATION RECOVERY (1980) FX2793 FX2793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2793'2.2 MI NNW FROM ASKEWVILLE. FX2793'6.1 MILES SOUTH OF POWELLSVILLE. FX2793'4.2 MILES NORTHERLY ALONG US 13, FROM INTERSECTION WITH NC 305 BETWEEN FX2793'WINDSOR AND AHOSKIE, IN THE RIGHT SHOULDER SOUTHWEST OF A BRICK HOUSE FX2793'AND 0.7 MILE SOUTH OF HOLLY GROVE BAPTIST CHURCH, 18.0 FEET EAST FX2793'SOUTHEAST OF CENTERLINE OF US 13, 84.0 FEET SOUTH-SOUTHWEST OF CENTER FX2793'LINE OF DRIVEWAY, 79.6 FEET WEST-SOUTHWEST OF POWER POLE 112 WITH FX2793'REFERENCE TAG, 73.0 FEET EAST OF 18 INCH GUM WITH REFERENCE TAG, 184.0 FX2793'FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE AND 65.4 FEET FX2793'NORTH-NORTHEAST OF NORTH END OF CONCRETE HEADWALL. FX2793 FX2793 STATION RECOVERY (1985) FX2793 FX2793'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2793'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2785 *********************************************************************** FX2785 DESIGNATION - CEMETERY FX2785 PID - FX2785 FX2785 STATE/COUNTY- NC/BERTIE FX2785 USGS QUAD - POWELLSVILLE (1982) FX2785 FX2785 *CURRENT SURVEY CONTROL FX2785 ___________________________________________________________________ FX2785* NAD 83(1986)- 36 11 22.24203(N) 076 57 22.53335(W) ADJUSTED FX2785* NAVD 88 - 18.071 (meters) 59.29 (feet) ADJUSTED FX2785 ___________________________________________________________________ FX2785 LAPLACE CORR- -4.94 (seconds) DEFLEC99 FX2785 GEOID HEIGHT- -35.62 (meters) GEOID03 FX2785 DYNAMIC HT - 18.057 (meters) 59.24 (feet) COMP FX2785 MODELED GRAV- 979,838.9 (mgal) NAVD 88 FX2785 FX2785 HORZ ORDER - SECOND FX2785 VERT ORDER - SECOND CLASS II FX2785 FX2785.The North Carolina HARNS have been completed but, FX2785.due to contractual restrictions, coordinates for these stations FX2785.will NOT be published in the near future. In the interim, the FX2785.published coordinates in North Carolina will not be FX2785.consistent with the Continuously Operating Reference Stations FX2785.(CORS). The HARN coordinates for these stations are available FX2785.upon request. Contact Gary Thompson(919-733-3836). FX2785. FX2785.In addition, the published North Carolina positions FX2785.(NAD 83 (1986)) are NOT consistent with those determined in FX2785.adjacent state readjustments. The discontinuity between stations FX2785.located in North Carolina and those in adjacent states FX2785.which have been adjusted to the HARN may be as much as 5 FX2785.decimeters. This will result in a significant loss of accuracy FX2785.over lines crossing such state borders. FX2785 FX2785 FX2785.The horizontal coordinates were established by classical geodetic methods FX2785.and adjusted by the National Geodetic Survey in January 1991. FX2785 FX2785.The orthometric height was determined by differential leveling FX2785.and adjusted by the National Geodetic Survey in June 1991. FX2785 FX2785.The Laplace correction was computed from DEFLEC99 derived deflections. FX2785 FX2785.The geoid height was determined by GEOID03. FX2785 FX2785.The dynamic height is computed by dividing the NAVD 88 FX2785.geopotential number by the normal gravity value computed on the FX2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2785.degrees latitude (g = 980.6199 gals.). FX2785 FX2785.The modeled gravity was interpolated from observed gravity values. FX2785 FX2785; North East Units Scale Factor Converg. FX2785;SPC NC - 272,520.931 793,418.733 MT 1.00000646 +1 10 46.5 FX2785;SPC NC - 894,095.75 2,603,074.63 sFT 1.00000646 +1 10 46.5 FX2785;UTM 18 - 4,006,741.889 324,099.370 MT 0.99998125 -1 09 19.4 FX2785 FX2785! - Elev Factor x Scale Factor = Combined Factor FX2785!SPC NC - 1.00000275 x 1.00000646 = 1.00000921 FX2785!UTM 18 - 1.00000275 x 0.99998125 = 0.99998400 FX2785 FX2785 SUPERSEDED SURVEY CONTROL FX2785 FX2785 NGVD 29 (01/18/91) 18.45 (m) 60.5 (f) LEVELING 3 FX2785 FX2785.Superseded values are not recommended for survey control. FX2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2785.See file dsdata.txt to determine how the superseded data were derived. FX2785 FX2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2409906742(NAD 83) FX2785_MARKER: DE = TRAVERSE STATION DISK FX2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2785_SP_SET: CONCRETE POST FX2785_STAMPING: CEMETERY 1980 FX2785_MARK LOGO: NCGS FX2785_PROJECTION: RECESSED 13 CENTIMETERS FX2785_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2785+STABILITY: SURFACE MOTION FX2785 FX2785 HISTORY - Date Condition Report By FX2785 HISTORY - 1980 MONUMENTED NCGS FX2785 HISTORY - 1980 GOOD NCGS FX2785 HISTORY - 1985 GOOD USPSQD FX2785 FX2785 STATION DESCRIPTION FX2785 FX2785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2785'STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH-SOUTHWEST OF FX2785'POWELLSVILLE AND 5.6 MILES NORTH OF ASKEWVILLE. FX2785' FX2785'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2785'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 3.0 MILES TO STATION FX2785'IN THE LEFT SHOULDER AT A SMALL CEMETERY WITH A METAL FENCE AND 0.5 FX2785'MILE SOUTH OF SR 1200 WHICH LEADS WEST. FX2785' FX2785'STATION MARK IS A STANDARD DISK STAMPED---CEMETERY 1980---SET IN THE FX2785'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND FX2785'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 19.6 FEET EAST OF THE FX2785'CENTERLINE OF US 13, 4.0 FEET SOUTH OF PROJECTION OF NORTH SIDE OF FX2785'FENCE, 69.2 FEET WEST OF SOUTHWEST CORNER OF FENCE, 65.0 FEET SOUTH FX2785'SOUTHWEST OF TELEPHONE PEDESTAL, 135.0 FEET SOUTHWEST OF SOUTHEAST FX2785'CORNER OF BRICK HOUSE AND 69.5 FEET SOUTHWEST OF POWER POLE 399 WITH FX2785'REFERENCE TAG. FX2785 FX2785 STATION RECOVERY (1980) FX2785 FX2785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2785'2.8 MI SSW FROM POWELLSVILLE. FX2785'5.6 MILES NORTH OF ASKEWVILLE. FX2785'3.0 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2785'POWELLSVILLE, IN THE LEFT SHOULDER AT A SMALL CEMETERY WITH A METAL FX2785'FENCE AND 0.5 MILE SOUTH OF SR 1200 WHICH LEADS WEST, 19.6 FEET EAST FX2785'OF CENTERLINE OF US 13, 4.0 FEET SOUTH OF PROJECTION OF NORTH SIDE FX2785'FENCE, 69.2 FEET WEST OF SOUTHWEST CORNER OF FENCE, 65.0 FEET SOUTH FX2785'SOUTHWEST OF TELEPHONE PEDESTAL, 135.0 FEET SOUTHWEST OF SOUTHEAST FX2785'CORNER OF BRICK HOUSE AND 69.5 FEET SOUTHWEST OF POWER POLE 399 WITH FX2785'REFERENCE TAG. FX2785 FX2785 STATION RECOVERY (1985) FX2785 FX2785'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2785'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8510 *********************************************************************** AF8510 DESIGNATION - CHEVY AF8510 PID - AF8510 AF8510 STATE/COUNTY- NC/BERTIE AF8510 USGS QUAD - KELFORD (1973) AF8510 AF8510 *CURRENT SURVEY CONTROL AF8510 ___________________________________________________________________ AF8510* NAD 83(1986)- 36 14 10.30022(N) 077 12 31.48590(W) ADJUSTED AF8510* NAVD 88 - 22.5 (meters) 74. (feet) VERT ANG AF8510 ___________________________________________________________________ AF8510 LAPLACE CORR- -2.15 (seconds) DEFLEC99 AF8510 GEOID HEIGHT- -35.00 (meters) GEOID03 AF8510 AF8510 HORZ ORDER - SECOND AF8510 AF8510.The North Carolina HARNS have been completed but, AF8510.due to contractual restrictions, coordinates for these stations AF8510.will NOT be published in the near future. In the interim, the AF8510.published coordinates in North Carolina will not be AF8510.consistent with the Continuously Operating Reference Stations AF8510.(CORS). The HARN coordinates for these stations are available AF8510.upon request. Contact Gary Thompson(919-733-3836). AF8510. AF8510.In addition, the published North Carolina positions AF8510.(NAD 83 (1986)) are NOT consistent with those determined in AF8510.adjacent state readjustments. The discontinuity between stations AF8510.located in North Carolina and those in adjacent states AF8510.which have been adjusted to the HARN may be as much as 5 AF8510.decimeters. This will result in a significant loss of accuracy AF8510.over lines crossing such state borders. AF8510 AF8510 AF8510.The horizontal coordinates were established by classical geodetic methods AF8510.and adjusted by the National Geodetic Survey in June 1998. AF8510 AF8510.The orthometric height was determined by vertical angle observations. AF8510 AF8510.The Laplace correction was computed from DEFLEC99 derived deflections. AF8510 AF8510.The geoid height was determined by GEOID03. AF8510 AF8510; North East Units Scale Factor Converg. AF8510;SPC NC - 277,261.569 770,618.812 MT 1.00002015 +1 02 01.9 AF8510;SPC NC - 909,649.00 2,528,271.89 sFT 1.00002015 +1 02 01.9 AF8510;UTM 18 - 4,012,408.567 301,511.332 MT 1.00008545 -1 18 21.8 AF8510 AF8510! - Elev Factor x Scale Factor = Combined Factor AF8510!SPC NC - 1.00000196 x 1.00002015 = 1.00002211 AF8510!UTM 18 - 1.00000196 x 1.00008545 = 1.00008741 AF8510 AF8510 SUPERSEDED SURVEY CONTROL AF8510 AF8510.No superseded survey control is available for this station. AF8510 AF8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0151112409(NAD 83) AF8510_MARKER: DH = HORIZONTAL CONTROL DISK AF8510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8510_STAMPING: CHEVY 1987 AF8510_MARK LOGO: NCGS AF8510_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8510+STABILITY: SURFACE MOTION AF8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8510+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8510 AF8510 HISTORY - Date Condition Report By AF8510 HISTORY - 1987 MONUMENTED NCGS AF8510 AF8510 STATION DESCRIPTION AF8510 AF8510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8510'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF ROXOBEL AND 5.2 AF8510'MI (8.4 KM) WEST OF AULANDER. PROCEED ALONG SR 1208 (CHURCH STREET) AF8510'FOR 0.65 MI (1.05 KM) EAST FROM NC 308 (MAIN STREET), THENCE NORTHEAST AF8510'FOR 2.25 MI (3.62 KM) ALONG SR 1249 (TYLER SCHOOL ROAD), THENCE NORTH AF8510'FOR 0.65 MI (1.05 KM) ALONG SR 1207 (WILBER HOWARD ROAD) TO STATION ON AF8510'EAST SIDE OF ROAD ON SITE OF AN ABANDONED HOUSE AND BARNS. MARK IS AF8510'RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH THE ROAD. LOCATED 17.0 AF8510'FT (5.2 M) EAST OF THE CENTERLINE OF THE ROAD, 108.0 FT (32.9 M) AF8510'WEST-SOUTHWEST OF THE BRICK CHIMNEY OF ABANDONED HOUSE, 179.7 FT (54.8 AF8510'M) NORTH OF A TELEPHONE PEDESTAL IN NORTHWEST CORNER OF A MOBILE HOME AF8510'YARD--AND 79.0 FT (24.1 M) SOUTHWEST OF AN 8-INCH CHERRY, 40.0 FT AF8510'(12.2 M) WEST-NORTHWEST OF A 30-INCH ELM, 127.0 FT (38.7 M) AF8510'SOUTH-SOUTHWEST OF A 30-INCH OAK--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3866 *********************************************************************** FX3866 DESIGNATION - CHOWAN R BRIDGE CENTER OF DRAW FX3866 PID - FX3866 FX3866 STATE/COUNTY- NC/BERTIE FX3866 USGS QUAD - EDENHOUSE (1982) FX3866 FX3866 *CURRENT SURVEY CONTROL FX3866 ___________________________________________________________________ FX3866* NAD 83(1986)- 36 02 52.06187(N) 076 41 45.61473(W) ADJUSTED FX3866* NAVD 88 - FX3866 ___________________________________________________________________ FX3866 LAPLACE CORR- -3.06 (seconds) DEFLEC99 FX3866 GEOID HEIGHT- -36.51 (meters) GEOID03 FX3866 FX3866 HORZ ORDER - THIRD FX3866 FX3866.The North Carolina HARNS have been completed but, FX3866.due to contractual restrictions, coordinates for these stations FX3866.will NOT be published in the near future. In the interim, the FX3866.published coordinates in North Carolina will not be FX3866.consistent with the Continuously Operating Reference Stations FX3866.(CORS). The HARN coordinates for these stations are available FX3866.upon request. Contact Gary Thompson(919-733-3836). FX3866. FX3866.In addition, the published North Carolina positions FX3866.(NAD 83 (1986)) are NOT consistent with those determined in FX3866.adjacent state readjustments. The discontinuity between stations FX3866.located in North Carolina and those in adjacent states FX3866.which have been adjusted to the HARN may be as much as 5 FX3866.decimeters. This will result in a significant loss of accuracy FX3866.over lines crossing such state borders. FX3866 FX3866 FX3866.The horizontal coordinates were established by classical geodetic methods FX3866.and adjusted by the National Geodetic Survey in July 1986. FX3866 FX3866 FX3866.The Laplace correction was computed from DEFLEC99 derived deflections. FX3866 FX3866.The geoid height was determined by GEOID03. FX3866 FX3866; North East Units Scale Factor Converg. FX3866;SPC NC - 257,312.901 817,187.490 MT 0.99996899 +1 19 47.3 FX3866;SPC NC - 844,200.74 2,681,055.96 sFT 0.99996899 +1 19 47.3 FX3866;UTM 18 - 3,990,580.417 347,228.551 MT 0.99988758 -0 59 53.6 FX3866 FX3866 SUPERSEDED SURVEY CONTROL FX3866 FX3866 NAD 27 - 36 02 51.48600(N) 076 41 46.81300(W) AD( ) 3 FX3866 FX3866.Superseded values are not recommended for survey control. FX3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3866.See file dsdata.txt to determine how the superseded data were derived. FX3866 FX3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4722990580(NAD 83) FX3866_MARKER: 82 = FINIAL FX3866 FX3866 HISTORY - Date Condition Report By FX3866 HISTORY - 1932 FIRST OBSERVED CGS FX3866 FX3866 STATION DESCRIPTION FX3866 FX3866'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3866'FINIAL SURMOUNTING CENTER OF SWING DRAWBRIDGE ON CHOWAN RIVER FX3866'BRIDGE (U.S. HIGHWAY 17). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1959 *********************************************************************** EY1959 DESIGNATION - CO EY1959 PID - EY1959 EY1959 STATE/COUNTY- NC/BERTIE EY1959 USGS QUAD - QUITSNA (1981) EY1959 EY1959 *CURRENT SURVEY CONTROL EY1959 ___________________________________________________________________ EY1959* NAD 83(1986)- 35 53 09.65523(N) 077 01 25.53015(W) ADJUSTED EY1959* NAVD 88 - 5.453 (meters) 17.89 (feet) ADJUSTED EY1959 ___________________________________________________________________ EY1959 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EY1959 GEOID HEIGHT- -35.95 (meters) GEOID03 EY1959 DYNAMIC HT - 5.449 (meters) 17.88 (feet) COMP EY1959 MODELED GRAV- 979,812.9 (mgal) NAVD 88 EY1959 EY1959 HORZ ORDER - SECOND EY1959 VERT ORDER - SECOND CLASS II EY1959 EY1959.The North Carolina HARNS have been completed but, EY1959.due to contractual restrictions, coordinates for these stations EY1959.will NOT be published in the near future. In the interim, the EY1959.published coordinates in North Carolina will not be EY1959.consistent with the Continuously Operating Reference Stations EY1959.(CORS). The HARN coordinates for these stations are available EY1959.upon request. Contact Gary Thompson(919-733-3836). EY1959. EY1959.In addition, the published North Carolina positions EY1959.(NAD 83 (1986)) are NOT consistent with those determined in EY1959.adjacent state readjustments. The discontinuity between stations EY1959.located in North Carolina and those in adjacent states EY1959.which have been adjusted to the HARN may be as much as 5 EY1959.decimeters. This will result in a significant loss of accuracy EY1959.over lines crossing such state borders. EY1959 EY1959 EY1959.The horizontal coordinates were established by classical geodetic methods EY1959.and adjusted by the National Geodetic Survey in January 1991. EY1959 EY1959.The orthometric height was determined by differential leveling EY1959.and adjusted by the National Geodetic Survey in June 1991. EY1959 EY1959.The Laplace correction was computed from DEFLEC99 derived deflections. EY1959 EY1959.The geoid height was determined by GEOID03. EY1959 EY1959.The dynamic height is computed by dividing the NAVD 88 EY1959.geopotential number by the normal gravity value computed on the EY1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1959.degrees latitude (g = 980.6199 gals.). EY1959 EY1959.The modeled gravity was interpolated from observed gravity values. EY1959 EY1959; North East Units Scale Factor Converg. EY1959;SPC NC - 238,729.903 788,018.907 MT 0.99993375 +1 08 26.3 EY1959;SPC NC - 783,233.02 2,585,358.70 sFT 0.99993375 +1 08 26.3 EY1959;UTM 18 - 3,973,197.512 317,329.369 MT 1.00001119 -1 11 11.8 EY1959 EY1959! - Elev Factor x Scale Factor = Combined Factor EY1959!SPC NC - 1.00000479 x 0.99993375 = 0.99993854 EY1959!UTM 18 - 1.00000479 x 1.00001119 = 1.00001598 EY1959 EY1959 SUPERSEDED SURVEY CONTROL EY1959 EY1959 NGVD 29 (01/18/91) 5.78 (m) 19.0 (f) LEVELING 3 EY1959 EY1959.Superseded values are not recommended for survey control. EY1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1959.See file dsdata.txt to determine how the superseded data were derived. EY1959 EY1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1732973198(NAD 83) EY1959_MARKER: DE = TRAVERSE STATION DISK EY1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1959_SP_SET: CONCRETE POST EY1959_STAMPING: CO 1980 EY1959_MARK LOGO: NCGS EY1959_PROJECTION: RECESSED 15 CENTIMETERS EY1959_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1959+STABILITY: SURFACE MOTION EY1959 EY1959 HISTORY - Date Condition Report By EY1959 HISTORY - 1980 MONUMENTED NCGS EY1959 HISTORY - 1980 GOOD NCGS EY1959 EY1959 STATION DESCRIPTION EY1959 EY1959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1959'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTHEAST OF EY1959'WILLIAMSTON AND 8.7 MILES SOUTHWEST OF WINDSOR. EY1959' EY1959'TO REACH THE STATION FROM THE SOUTHWEST END OF THE US 17-US 13 BRIDGE EY1959'OVER THE ROANOKE RIVER BRIDGE IN WILLIAMSTON, PROCEED NORTHEAST ALONG EY1959'US 17-US 13 FOR 2.1 MILES TO STATION IN THE NORTHWEST SHOULDER OF THE EY1959'SOUTH BOUND LANES AND AT THE NORTHEAST END OF GUARD RAIL FOR THE EY1959'SECOND BRIDGE NORTH OF THE ROANOKE RIVER AND 0.4 MILE SOUTHWEST OF THE EY1959'BRIDGE OVER CONINE CREEK. EY1959' EY1959'STATION MARK IS A STANDARD DISK STAMPED---CO 1980---SET IN THE TOP OF EY1959'A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EY1959'SURFACE. THE MARK IS 14.9 FEET NORTHWEST OF THE CENTERLINE OF SOUTH EY1959'BOUND LANES, 3.4 FEET EAST-NORTHEAST OF NORTHEAST END OF GUARD RAIL, EY1959'35.8 FEET SOUTHEAST OF 18 INCH CYPRESS WITH REFERENCE TAG AND 205.5 EY1959'FEET NORTHEAST OF NORTHEAST END OF NORTHWEST BRIDGE RAIL. EY1959 EY1959 STATION RECOVERY (1980) EY1959 EY1959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1959'3.0 MI NE FROM WILLIAMSTON. EY1959'8.7 MILES SOUTHWEST OF WINDSOR. EY1959'2.1 MILES NORTHEAST ALONG US 17/US 13 FROM THE SOUTHWEST END OF THE EY1959'ROANOKE RIVER BRIDGE IN WILLIAMSTON, IN THE NORTHWEST SHOULDER OF THE EY1959'SOUTH BOUND LANES AND AT THE NORTHEAST END OF GUARD RAIL FOR THE 2ND EY1959'BRIDGE NORTH OF THE ROANOKE RIVER AND 0.4 MILE SOUTHWEST OF THE BRIDGE EY1959'OVER CONNIE CREEK, 14.9 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND EY1959'LANES, 3.4 FEET EAST-NORTHEAST OF NORTHEAST END OF GUARD RAIL, 35.8 EY1959'FEET SOUTHEAST OF 18 INCH CYPRESS WITH REFERENCE TAG AND 205.5 FEET EY1959'NORTHEAST OF NORTHEAST END OF NORTHWEST BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2896 *********************************************************************** FX2896 DESIGNATION - COBB FX2896 PID - FX2896 FX2896 STATE/COUNTY- NC/BERTIE FX2896 USGS QUAD - MERRY HILL (1982) FX2896 FX2896 *CURRENT SURVEY CONTROL FX2896 ___________________________________________________________________ FX2896* NAD 83(1986)- 36 01 57.56375(N) 076 47 33.65162(W) ADJUSTED FX2896* NAVD 88 - 9.873 (meters) 32.39 (feet) ADJUSTED FX2896 ___________________________________________________________________ FX2896 LAPLACE CORR- -4.50 (seconds) DEFLEC99 FX2896 GEOID HEIGHT- -36.34 (meters) GEOID03 FX2896 DYNAMIC HT - 9.865 (meters) 32.37 (feet) COMP FX2896 MODELED GRAV- 979,803.3 (mgal) NAVD 88 FX2896 FX2896 HORZ ORDER - SECOND FX2896 VERT ORDER - SECOND CLASS II FX2896 FX2896.The North Carolina HARNS have been completed but, FX2896.due to contractual restrictions, coordinates for these stations FX2896.will NOT be published in the near future. In the interim, the FX2896.published coordinates in North Carolina will not be FX2896.consistent with the Continuously Operating Reference Stations FX2896.(CORS). The HARN coordinates for these stations are available FX2896.upon request. Contact Gary Thompson(919-733-3836). FX2896. FX2896.In addition, the published North Carolina positions FX2896.(NAD 83 (1986)) are NOT consistent with those determined in FX2896.adjacent state readjustments. The discontinuity between stations FX2896.located in North Carolina and those in adjacent states FX2896.which have been adjusted to the HARN may be as much as 5 FX2896.decimeters. This will result in a significant loss of accuracy FX2896.over lines crossing such state borders. FX2896 FX2896 FX2896.The horizontal coordinates were established by classical geodetic methods FX2896.and adjusted by the National Geodetic Survey in January 1991. FX2896 FX2896.The orthometric height was determined by differential leveling FX2896.and adjusted by the National Geodetic Survey in June 1991. FX2896 FX2896.The Laplace correction was computed from DEFLEC99 derived deflections. FX2896 FX2896.The geoid height was determined by GEOID03. FX2896 FX2896.The dynamic height is computed by dividing the NAVD 88 FX2896.geopotential number by the normal gravity value computed on the FX2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2896.degrees latitude (g = 980.6199 gals.). FX2896 FX2896.The modeled gravity was interpolated from observed gravity values. FX2896 FX2896; North East Units Scale Factor Converg. FX2896;SPC NC - 255,435.699 808,515.871 MT 0.99996535 +1 16 26.4 FX2896;SPC NC - 838,041.96 2,652,605.82 sFT 0.99996535 +1 16 26.4 FX2896;UTM 18 - 3,989,057.163 338,488.375 MT 0.99992143 -1 03 17.2 FX2896 FX2896! - Elev Factor x Scale Factor = Combined Factor FX2896!SPC NC - 1.00000415 x 0.99996535 = 0.99996950 FX2896!UTM 18 - 1.00000415 x 0.99992143 = 0.99992558 FX2896 FX2896 SUPERSEDED SURVEY CONTROL FX2896 FX2896 NGVD 29 (01/18/91) 10.20 (m) 33.5 (f) LEVELING 3 FX2896 FX2896.Superseded values are not recommended for survey control. FX2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2896.See file dsdata.txt to determine how the superseded data were derived. FX2896 FX2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3848889057(NAD 83) FX2896_MARKER: DE = TRAVERSE STATION DISK FX2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2896_SP_SET: CONCRETE POST FX2896_STAMPING: COBB 1980 FX2896_MARK LOGO: NCGS FX2896_PROJECTION: RECESSED 10 CENTIMETERS FX2896_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2896+STABILITY: SURFACE MOTION FX2896 FX2896 HISTORY - Date Condition Report By FX2896 HISTORY - 1980 MONUMENTED NCGS FX2896 HISTORY - 1980 GOOD NCGS FX2896 FX2896 STATION DESCRIPTION FX2896 FX2896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2896'STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF MERRY HILL FX2896'AND 9.4 MILES EAST-NORTHEAST OF WINDSOR. FX2896' FX2896'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2896'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 0.45 MILE TO FX2896'STATION ON THE RIGHT ON THE PROJECTION OF THE CENTERLINE OF A FX2896'DRIVEWAY LEADING SOUTH TO A WHITE SHINGLE HOUSE. FX2896' FX2896'STATION MARK IS A STANDARD DISK STAMPED---COBB 1980---SET IN THE TOP FX2896'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND FX2896'SURFACE. MARK IS 20.5 FEET NORTH OF THE CENTERLINE OF US 17, 15.0 FX2896'FEET SOUTHWEST OF WEST END OF A CULVERT, 69.3 FEET SOUTH OF SOUTHWEST FX2896'CORNER OF A GARAGE, 60.1 FEET SOUTHWEST OF POWER POLE WITH 2 FX2896'TRANSFORMERS AND WITH REFERENCE TAG, 72.0 FEET WEST-SOUTHWEST OF 24 FX2896'INCH GUM WITH REFERENCE TAG AND 82.6 FEET WEST OF WEST END OF CULVERT FX2896'UNDER DRIVEWAY TO BRICK HOUSE. FX2896 FX2896 STATION RECOVERY (1980) FX2896 FX2896'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2896'1.8 MI NW FROM MERRY HILL. FX2896'9.4 MILES EAST-NORTHEAST OF WINDSOR. FX2896'0.45 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC FX2896'45 BETWEEN WINDSOR AND EDENTON, ON THE RIGHT ON THE PROJECTION OF THE FX2896'CENTERLINE OF A DRIVEWAY LEADING SOUTH TO A WHITE SHINGLE HOUSE, FX2896'20.5 FEET NORTH OF CENTERLINE OF US 17, 15.0 FEET SOUTHWEST OF WEST FX2896'END OF A CULVERT, 69.3 FEET SOUTH OF SOUTHWEST CORNER OF A GARAGE, FX2896'60.1 FEET SOUTHWEST OF POWER POLE WITH 2 TRANSFORMERS AND A REFERENCE FX2896'TAG, 72.0 FEET WEST-SOUTHWEST OF 24 INCH GUM WITH REFERENCE TAG AND FX2896'82.6 FEET WEST OF WEST END OF CULVERT UNDER DRIVEWAY TO BRICK HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3869 *********************************************************************** FX3869 DESIGNATION - COLE FX3869 PID - FX3869 FX3869 STATE/COUNTY- NC/BERTIE FX3869 USGS QUAD - VALHALLA (1982) FX3869 FX3869 *CURRENT SURVEY CONTROL FX3869 ___________________________________________________________________ FX3869* NAD 83(1986)- 36 11 50.20685(N) 076 44 53.13603(W) ADJUSTED FX3869* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3869 ___________________________________________________________________ FX3869 LAPLACE CORR- -4.32 (seconds) DEFLEC99 FX3869 GEOID HEIGHT- -36.23 (meters) GEOID03 FX3869 FX3869 HORZ ORDER - THIRD FX3869 FX3869.The North Carolina HARNS have been completed but, FX3869.due to contractual restrictions, coordinates for these stations FX3869.will NOT be published in the near future. In the interim, the FX3869.published coordinates in North Carolina will not be FX3869.consistent with the Continuously Operating Reference Stations FX3869.(CORS). The HARN coordinates for these stations are available FX3869.upon request. Contact Gary Thompson(919-733-3836). FX3869. FX3869.In addition, the published North Carolina positions FX3869.(NAD 83 (1986)) are NOT consistent with those determined in FX3869.adjacent state readjustments. The discontinuity between stations FX3869.located in North Carolina and those in adjacent states FX3869.which have been adjusted to the HARN may be as much as 5 FX3869.decimeters. This will result in a significant loss of accuracy FX3869.over lines crossing such state borders. FX3869 FX3869 FX3869.The horizontal coordinates were established by classical geodetic methods FX3869.and adjusted by the National Geodetic Survey in July 1986. FX3869 FX3869.The orthometric height was scaled from a topographic map. FX3869 FX3869.The Laplace correction was computed from DEFLEC99 derived deflections. FX3869 FX3869.The geoid height was determined by GEOID03. FX3869 FX3869; North East Units Scale Factor Converg. FX3869;SPC NC - 273,787.760 812,118.915 MT 1.00000869 +1 17 59.0 FX3869;SPC NC - 898,252.01 2,664,426.81 sFT 1.00000869 +1 17 59.0 FX3869;UTM 18 - 4,007,246.190 342,834.399 MT 0.99990435 -1 01 57.3 FX3869 FX3869! - Elev Factor x Scale Factor = Combined Factor FX3869!SPC NC - 1.00000574 x 1.00000869 = 1.00001443 FX3869!UTM 18 - 1.00000574 x 0.99990435 = 0.99991009 FX3869 FX3869: Primary Azimuth Mark Grid Az FX3869:SPC NC - BULL POND RESET 185 29 26.9 FX3869:UTM 18 - BULL POND RESET 187 49 23.2 FX3869 FX3869|---------------------------------------------------------------------| FX3869| PID Reference Object Distance Geod. Az | FX3869| dddmmss.s | FX3869| FX3881 BULL POND RESET APPROX. 3.0 KM 1864725.9 | FX3869| FX4692 COLE RM 2 7.690 METERS 28518 | FX3869| FX4691 COLE RM 1 10.140 METERS 34821 | FX3869|---------------------------------------------------------------------| FX3869 FX3869 SUPERSEDED SURVEY CONTROL FX3869 FX3869 NAD 27 - 36 11 49.64700(N) 076 44 54.32200(W) AD( ) 3 FX3869 FX3869.Superseded values are not recommended for survey control. FX3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3869.See file dsdata.txt to determine how the superseded data were derived. FX3869 FX3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4283407246(NAD 83) FX3869_MARKER: DS = TRIANGULATION STATION DISK FX3869_SETTING: 0 = UNSPECIFIED SETTING FX3869 FX3869 HISTORY - Date Condition Report By FX3869 HISTORY - 1932 MONUMENTED CGS FX3869 HISTORY - 1942 GOOD USE FX3869 HISTORY - 1963 MARK NOT FOUND CGS FX3869 FX3869 STATION DESCRIPTION FX3869 FX3869'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3869'ON WEST SIDE OF CHOWAN RIVER, AT COLERAIN LANDING. STATION IS FX3869'STANDARD DISK IN SMALL CONCRETE JETTY RUNNING FROM SOUTHEAST FX3869'CORNER OF STANDARD OIL CO FENCE TO SHORE LINE, 30 METERS (98 FEET) FX3869'EAST OF MORE EASTERLY OF THREE VERTICAL TANKS AND ON NORTHWEST FX3869'LINE 3.4 METERS (11 FEET) FROM SOUTHEAST CORNER POST. REFERENCE FX3869'MARK NO.1 IS STANDARD DISK SET IN FOUNDATION OF EAST FENCE AT WEST FX3869'END OF DOCK AND 10.14 METERS (33.3 FEET) FROM STATION IN BEARING FX3869'N 11 DEG 39 MIN W. REFERENCE MARK NO.2 IS SET IN FOUNDATION OF FX3869'SOUTH FENCE AND 7.69 METERS (25.2 FEET) FROM STATION IN BEARING N FX3869'74 DEG 42 MIN W. FX3869 FX3869 STATION RECOVERY (1942) FX3869 FX3869'RECOVERY NOTE BY US ENGINEERS 1942 FX3869'STATION RECOVERED AND FOUND IN GOOD CONDITION. FX3869' FX3869'FROM INTERSECTION OF N.C. ROUTE 350 AND N.C. ROUTE 45 IN COLERAIN, FX3869'BERTIE COUNTY, PROCEED E VIA MACADAM ROAD 1.0 MILE TO END OF FX3869'MACADAM AND BEGINNING OF SAND ROAD NEAR CHOWAN RIVER. THENCE SE FX3869'0.2 MILE VIA SAND ROAD TO JUNCTION WITH ROAD RUNNING E THROUGH FX3869'WOODED AREA. THENCE E 430 FEET TO STATION SITE. SET IN CONCRETE FX3869'JETTY, A BRONZE DISK STAMPED TRI STATION COLE U.S.C. AND G.S. FX3869'1932, 57 FEET ENE AT SE CORNER OF MOST EASTERLY CONCRETE SLAB AND FX3869'30 FEET S OF W END OF PIER LEADING INTO WATER. FX3869 FX3869 STATION RECOVERY (1963) FX3869 FX3869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3869'STATION SEARCHED FOR BUT NOT RECOVERED. THE OLD STANDARD OIL FX3869'TANKS AND DOCK ARE NOW GONE. SOME REMAINS OF THE OLD JETTY WAS FX3869'FOUND BUT NO MARKS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3882 *********************************************************************** FX3882 DESIGNATION - COLERAIN MUNICIPAL TANK FX3882 PID - FX3882 FX3882 STATE/COUNTY- NC/BERTIE FX3882 USGS QUAD - COLERAIN (1982) FX3882 FX3882 *CURRENT SURVEY CONTROL FX3882 ___________________________________________________________________ FX3882* NAD 83(1986)- 36 12 00.90062(N) 076 45 58.17912(W) ADJUSTED FX3882* NAVD 88 - FX3882 ___________________________________________________________________ FX3882 LAPLACE CORR- -4.64 (seconds) DEFLEC99 FX3882 GEOID HEIGHT- -36.18 (meters) GEOID03 FX3882 FX3882 HORZ ORDER - THIRD FX3882 FX3882.The North Carolina HARNS have been completed but, FX3882.due to contractual restrictions, coordinates for these stations FX3882.will NOT be published in the near future. In the interim, the FX3882.published coordinates in North Carolina will not be FX3882.consistent with the Continuously Operating Reference Stations FX3882.(CORS). The HARN coordinates for these stations are available FX3882.upon request. Contact Gary Thompson(919-733-3836). FX3882. FX3882.In addition, the published North Carolina positions FX3882.(NAD 83 (1986)) are NOT consistent with those determined in FX3882.adjacent state readjustments. The discontinuity between stations FX3882.located in North Carolina and those in adjacent states FX3882.which have been adjusted to the HARN may be as much as 5 FX3882.decimeters. This will result in a significant loss of accuracy FX3882.over lines crossing such state borders. FX3882 FX3882 FX3882.The horizontal coordinates were established by classical geodetic methods FX3882.and adjusted by the National Geodetic Survey in July 1986. FX3882 FX3882 FX3882.The Laplace correction was computed from DEFLEC99 derived deflections. FX3882 FX3882.The geoid height was determined by GEOID03. FX3882 FX3882; North East Units Scale Factor Converg. FX3882;SPC NC - 274,080.582 810,486.931 MT 1.00000955 +1 17 21.5 FX3882;SPC NC - 899,212.71 2,659,072.54 sFT 1.00000955 +1 17 21.5 FX3882;UTM 18 - 4,007,605.152 341,215.850 MT 0.99991066 -1 02 36.0 FX3882 FX3882 SUPERSEDED SURVEY CONTROL FX3882 FX3882 NAD 27 - 36 12 00.33900(N) 076 45 59.36000(W) AD( ) 3 FX3882 FX3882.Superseded values are not recommended for survey control. FX3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3882.See file dsdata.txt to determine how the superseded data were derived. FX3882 FX3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4121607605(NAD 83) FX3882_MARKER: 53 = ELEVATED TANK FX3882 FX3882 HISTORY - Date Condition Report By FX3882 HISTORY - 1958 FIRST OBSERVED CGS FX3882 FX3882 STATION DESCRIPTION FX3882 FX3882'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER) FX3882'THE STATION IS THE WATER TANK AT THE EAST EDGE OF THE TOWN OF FX3882'COLERAIN. IT IS AN ELEVATED STEEL STRUCTURE, SILVER COLOR, FX3882'SUPPORTED BY 4 LEGS AND IS 90 FEET HIGH. THE BALL ON THE TANK WAS FX3882'POINT LOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3883 *********************************************************************** FX3883 DESIGNATION - COLERAINE FX3883 PID - FX3883 FX3883 STATE/COUNTY- NC/BERTIE FX3883 USGS QUAD - COLERAIN (1982) FX3883 FX3883 *CURRENT SURVEY CONTROL FX3883 ___________________________________________________________________ FX3883* NAD 83(1986)- 36 11 50.88520(N) 076 45 00.69969(W) ADJUSTED FX3883* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3883 ___________________________________________________________________ FX3883 LAPLACE CORR- -4.36 (seconds) DEFLEC99 FX3883 GEOID HEIGHT- -36.23 (meters) GEOID03 FX3883 FX3883 HORZ ORDER - THIRD FX3883 FX3883.The North Carolina HARNS have been completed but, FX3883.due to contractual restrictions, coordinates for these stations FX3883.will NOT be published in the near future. In the interim, the FX3883.published coordinates in North Carolina will not be FX3883.consistent with the Continuously Operating Reference Stations FX3883.(CORS). The HARN coordinates for these stations are available FX3883.upon request. Contact Gary Thompson(919-733-3836). FX3883. FX3883.In addition, the published North Carolina positions FX3883.(NAD 83 (1986)) are NOT consistent with those determined in FX3883.adjacent state readjustments. The discontinuity between stations FX3883.located in North Carolina and those in adjacent states FX3883.which have been adjusted to the HARN may be as much as 5 FX3883.decimeters. This will result in a significant loss of accuracy FX3883.over lines crossing such state borders. FX3883 FX3883 FX3883.The horizontal coordinates were established by classical geodetic methods FX3883.and adjusted by the National Geodetic Survey in July 1986. FX3883 FX3883.The orthometric height was scaled from a topographic map. FX3883 FX3883.The Laplace correction was computed from DEFLEC99 derived deflections. FX3883 FX3883.The geoid height was determined by GEOID03. FX3883 FX3883; North East Units Scale Factor Converg. FX3883;SPC NC - 273,804.379 811,929.525 MT 1.00000874 +1 17 54.7 FX3883;SPC NC - 898,306.53 2,663,805.45 sFT 1.00000874 +1 17 54.7 FX3883;UTM 18 - 4,007,270.501 342,645.863 MT 0.99990508 -1 02 01.8 FX3883 FX3883! - Elev Factor x Scale Factor = Combined Factor FX3883!SPC NC - 1.00000527 x 1.00000874 = 1.00001401 FX3883!UTM 18 - 1.00000527 x 0.99990508 = 0.99991035 FX3883 FX3883: Primary Azimuth Mark Grid Az FX3883:SPC NC - COW ISLAND 2 031 05 09.5 FX3883:UTM 18 - COW ISLAND 2 033 25 06.0 FX3883 FX3883|---------------------------------------------------------------------| FX3883| PID Reference Object Distance Geod. Az | FX3883| dddmmss.s | FX3883| FX3880 COW ISLAND 2 APPROX. 4.5 KM 0322304.2 | FX3883| FX3871 COTTON FLAG APPROX. 5.8 KM 1540634.0 | FX3883|---------------------------------------------------------------------| FX3883 FX3883 SUPERSEDED SURVEY CONTROL FX3883 FX3883 NAD 27 - 36 11 50.31500(N) 076 45 01.89400(W) AD( ) 3 FX3883 FX3883.Superseded values are not recommended for survey control. FX3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3883.See file dsdata.txt to determine how the superseded data were derived. FX3883 FX3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4264607271(NAD 83) FX3883_MARKER: N = NAIL FX3883_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE FX3883_SP_SET: IN CONCRETE IN A CLAY TILE PIPE FX3883_MARK LOGO: CGS FX3883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3883 FX3883 HISTORY - Date Condition Report By FX3883 HISTORY - 1874 MONUMENTED CGS FX3883 HISTORY - 1909 SEE DESCRIPTION CGS FX3883 HISTORY - 1932 SEE DESCRIPTION CGS FX3883 FX3883 STATION DESCRIPTION FX3883 FX3883'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) FX3883'ESTABLISHED BY THE PARTY OF R.E. HALTER, MARCH 30, 1874. FX3883' FX3883'IT IS SITUATED ON A HIGH HILL METERS FROM COLERAINE WHARF. THE FX3883'UNDERGROUND MARK CONSISTS OF THE LOWER PART OF A 1/2-GALLON JUG FX3883'SUNK 4 FEET BENEATH THE SURFACE OVER WHICH IS PLACED A CEDAR STUB FX3883'4 FEET LONG AND 5 INCHES IN DIAMETER WITH A NAIL IN TOP TO MARK FX3883'THE CENTER. FX3883' FX3883'THE FOLLOWING MEASUREMENTS WERE TAKEN-- FX3883' FX3883'FROM STATION TO PINE TREE WNW, 27 FEET, 2 INCHES. FX3883' FX3883'FROM STATION TO PINE TREE SW, 24 FEET, 5 INCHES. FX3883' FX3883'THESE TREES ARE BLAZED, THE BLAZED SIDE FACING STATION, AND NAILS FX3883'IN EACH ANGLE. FX3883 FX3883 STATION RECOVERY (1909) FX3883 FX3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3883'STATION RECOVERED AND RE-MARKED. THE STATION MARKS AND TRIANGLE FX3883'ON PINE TREE (SSW DISTANT 7.45 METERS) OF 1874 WERE RECOVERED. THE FX3883'CEDAR STUB WAS ROTTED ALMOST TO THE HEART AND THE PORTION OF JUG FX3883'WAS FOUND BROKEN. THIS WAS LEFT INTACT AND ANOTHER SUBSURFACE FX3883'MARK CONSISTING OF A 6-INCH CUBE OF CEMENT LAID WITH NAIL MARKING FX3883'THE CENTER. A 4-INCH DRAIN PIPE, 2-1/2 FEET LONG, WITH FLANGE FX3883'BELOW WAS PLACED AS SURFACE MARK, THE TOP A FEW INCHES ABOVE FX3883'GROUND. A NAIL MARKS THE CENTER. THE PIPE WAS FILLED WITH AND FX3883'SURROUNDED WITH CEMENT. FX3883 FX3883 STATION RECOVERY (1932) FX3883 FX3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3883'NOT RECOVERABLE. SURFACE AND SUBSURFACE MARKS WHICH HAVE BEEN FX3883'DUG UP WERE FOUND ON GROUND NEAR SITE OF STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1966 *********************************************************************** EY1966 DESIGNATION - CONCRETE EY1966 PID - EY1966 EY1966 STATE/COUNTY- NC/BERTIE EY1966 USGS QUAD - WINDSOR SOUTH (1978) EY1966 EY1966 *CURRENT SURVEY CONTROL EY1966 ___________________________________________________________________ EY1966* NAD 83(1986)- 35 57 46.92511(N) 076 57 04.92049(W) ADJUSTED EY1966* NAVD 88 - 8.782 (meters) 28.81 (feet) ADJUSTED EY1966 ___________________________________________________________________ EY1966 LAPLACE CORR- -4.62 (seconds) DEFLEC99 EY1966 GEOID HEIGHT- -35.99 (meters) GEOID03 EY1966 DYNAMIC HT - 8.775 (meters) 28.79 (feet) COMP EY1966 MODELED GRAV- 979,821.7 (mgal) NAVD 88 EY1966 EY1966 HORZ ORDER - SECOND EY1966 VERT ORDER - SECOND CLASS II EY1966 EY1966.The North Carolina HARNS have been completed but, EY1966.due to contractual restrictions, coordinates for these stations EY1966.will NOT be published in the near future. In the interim, the EY1966.published coordinates in North Carolina will not be EY1966.consistent with the Continuously Operating Reference Stations EY1966.(CORS). The HARN coordinates for these stations are available EY1966.upon request. Contact Gary Thompson(919-733-3836). EY1966. EY1966.In addition, the published North Carolina positions EY1966.(NAD 83 (1986)) are NOT consistent with those determined in EY1966.adjacent state readjustments. The discontinuity between stations EY1966.located in North Carolina and those in adjacent states EY1966.which have been adjusted to the HARN may be as much as 5 EY1966.decimeters. This will result in a significant loss of accuracy EY1966.over lines crossing such state borders. EY1966 EY1966 EY1966.The horizontal coordinates were established by classical geodetic methods EY1966.and adjusted by the National Geodetic Survey in January 1991. EY1966 EY1966.The orthometric height was determined by differential leveling EY1966.and adjusted by the National Geodetic Survey in June 1991. EY1966 EY1966.The Laplace correction was computed from DEFLEC99 derived deflections. EY1966 EY1966.The geoid height was determined by GEOID03. EY1966 EY1966.The dynamic height is computed by dividing the NAVD 88 EY1966.geopotential number by the normal gravity value computed on the EY1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1966.degrees latitude (g = 980.6199 gals.). EY1966 EY1966.The modeled gravity was interpolated from observed gravity values. EY1966 EY1966; North East Units Scale Factor Converg. EY1966;SPC NC - 247,405.964 794,377.264 MT 0.99994953 +1 10 56.7 EY1966;SPC NC - 811,697.73 2,606,219.41 sFT 0.99994953 +1 10 56.7 EY1966;UTM 18 - 3,981,608.601 324,035.262 MT 0.99998154 -1 08 46.5 EY1966 EY1966! - Elev Factor x Scale Factor = Combined Factor EY1966!SPC NC - 1.00000427 x 0.99994953 = 0.99995380 EY1966!UTM 18 - 1.00000427 x 0.99998154 = 0.99998581 EY1966 EY1966 SUPERSEDED SURVEY CONTROL EY1966 EY1966 NGVD 29 (01/18/91) 9.11 (m) 29.9 (f) LEVELING 3 EY1966 EY1966.Superseded values are not recommended for survey control. EY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1966.See file dsdata.txt to determine how the superseded data were derived. EY1966 EY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2403581609(NAD 83) EY1966_MARKER: DE = TRAVERSE STATION DISK EY1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1966_SP_SET: CONCRETE POST EY1966_STAMPING: CONCRETE 1980 EY1966_MARK LOGO: NCGS EY1966_PROJECTION: RECESSED 20 CENTIMETERS EY1966_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1966+STABILITY: SURFACE MOTION EY1966 EY1966 HISTORY - Date Condition Report By EY1966 HISTORY - 1980 MONUMENTED NCGS EY1966 HISTORY - 1980 GOOD NCGS EY1966 EY1966 STATION DESCRIPTION EY1966 EY1966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1966'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH OF WINDSOR. EY1966' EY1966'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1966'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1966'FOR 1.45 MILES TO STATION ON THE LEFT DIRECTLY ACROSS HIGHWAY FROM EY1966'COASTAL CONCRETE COMPANY AND 0.1 MILE SOUTH OF SR 1500. EY1966' EY1966'STATION MARK IS A STANDARD DISK STAMPED---CONCRETE 1980---SET IN THE EY1966'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 8 INCHES BELOW GROUND EY1966'SURFACE. THE MARK IS 76.0 FEET EAST OF THE CENTERLINE OF NORTH EY1966'BOUND LANES, 78.0 FEET NORTH-NORTHEAST OF NORTH END OF CULVERT, 119.0 EY1966'FEET NORTH OF NORTHWEST CORNER OF BRICK CARPORT, 11.6 FEET NORTH EY1966'NORTHWEST OF TELEPHONE POLE AND 117.4 FEET NORTH OF TELEPHONE POLE EY1966'BOTH WITH REFERENCE TAGS. EY1966 EY1966 STATION RECOVERY (1980) EY1966 EY1966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1966'2.3 MI SOUTH FROM WINDSOR. EY1966'1.45 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 17 EY1966'BYPASS SOUTHWEST OF WINDSOR, ON THE LEFT DIRECTLY ACROSS HIGHWAY FROM EY1966'COASTAL CONCRETE COMPANY AND 0.1 MILE SOUTH OF SR 1500, 76.0 FEET EAST EY1966'OF CENTERLINE OF NORTH BOUND LANES, 78.0 FEET NORTH-NORTHEAST OF NORTH EY1966'END OF CULVERT, 119.0 FEET NORTH OF NORTHWEST CORNER OF BRICK CARPORT, EY1966'11.6 FEET NORTH-NORTHWEST OF TELEPHONE POLE AND 117.4 FEET NORTH OF EY1966'TELEPHONE POLE BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4158 *********************************************************************** FX4158 DESIGNATION - CONN FX4158 PID - FX4158 FX4158 STATE/COUNTY- NC/BERTIE FX4158 USGS QUAD - AULANDER (1972) FX4158 FX4158 *CURRENT SURVEY CONTROL FX4158 ___________________________________________________________________ FX4158* NAD 83(1986)- 36 11 07.23155(N) 077 04 28.70063(W) ADJUSTED FX4158* NAVD 88 - 18. (meters) 59. (feet) SCALED FX4158 ___________________________________________________________________ FX4158 LAPLACE CORR- -3.70 (seconds) DEFLEC99 FX4158 GEOID HEIGHT- -35.30 (meters) GEOID03 FX4158 FX4158 HORZ ORDER - SECOND FX4158 FX4158.The North Carolina HARNS have been completed but, FX4158.due to contractual restrictions, coordinates for these stations FX4158.will NOT be published in the near future. In the interim, the FX4158.published coordinates in North Carolina will not be FX4158.consistent with the Continuously Operating Reference Stations FX4158.(CORS). The HARN coordinates for these stations are available FX4158.upon request. Contact Gary Thompson(919-733-3836). FX4158. FX4158.In addition, the published North Carolina positions FX4158.(NAD 83 (1986)) are NOT consistent with those determined in FX4158.adjacent state readjustments. The discontinuity between stations FX4158.located in North Carolina and those in adjacent states FX4158.which have been adjusted to the HARN may be as much as 5 FX4158.decimeters. This will result in a significant loss of accuracy FX4158.over lines crossing such state borders. FX4158 FX4158 FX4158.The horizontal coordinates were established by classical geodetic methods FX4158.and adjusted by the National Geodetic Survey in July 1986. FX4158 FX4158.The orthometric height was scaled from a topographic map. FX4158 FX4158.The Laplace correction was computed from DEFLEC99 derived deflections. FX4158 FX4158.The geoid height was determined by GEOID03. FX4158 FX4158; North East Units Scale Factor Converg. FX4158;SPC NC - 271,845.493 782,781.802 MT 1.00000527 +1 06 40.5 FX4158;SPC NC - 891,879.75 2,568,176.63 sFT 1.00000527 +1 06 40.5 FX4158;UTM 18 - 4,006,500.519 313,443.761 MT 1.00002884 -1 13 30.8 FX4158 FX4158! - Elev Factor x Scale Factor = Combined Factor FX4158!SPC NC - 1.00000277 x 1.00000527 = 1.00000804 FX4158!UTM 18 - 1.00000277 x 1.00002884 = 1.00003161 FX4158 FX4158: Primary Azimuth Mark Grid Az FX4158:SPC NC - CONN AZ MK 161 01 08.0 FX4158:UTM 18 - CONN AZ MK 163 21 19.3 FX4158 FX4158|---------------------------------------------------------------------| FX4158| PID Reference Object Distance Geod. Az | FX4158| dddmmss.s | FX4158| FX4701 CONN RM 1 49.661 METERS 02055 | FX4158| FX4703 CONN RM 3 37.445 METERS 11006 | FX4158| FX4702 CONN RM 2 48.218 METERS 12434 | FX4158| FX4700 CONN AZ MK 1620748.5 | FX4158| FX4157 AULANDER MUNICIPAL TANK APPROX. 5.7 KM 3195950.8 | FX4158|---------------------------------------------------------------------| FX4158 FX4158 SUPERSEDED SURVEY CONTROL FX4158 FX4158 NAD 27 - 36 11 06.66630(N) 077 04 29.84460(W) AD( ) 2 FX4158 FX4158.Superseded values are not recommended for survey control. FX4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4158.See file dsdata.txt to determine how the superseded data were derived. FX4158 FX4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1344406501(NAD 83) FX4158_MARKER: DS = TRIANGULATION STATION DISK FX4158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4158 FX4158 HISTORY - Date Condition Report By FX4158 HISTORY - 1959 MONUMENTED CGS FX4158 HISTORY - 1969 GOOD CGS FX4158 FX4158 STATION DESCRIPTION FX4158 FX4158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX4158'THE STATION IS ABOUT 3.0 MILES SOUTHEAST OF AULANDER, 6.0 MILES FX4158'NORTHEAST OF LEWISTON, 0.3 MILE SOUTH OF THE VILLAGE OF FX4158'CONNARITSA, ON THE WEST SIDE OF STATE HIGHWAY 305, ON FX4158'PROPERTY OWNED BY MR. A.E. HALE. FX4158' FX4158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 350 FX4158'AND STATE HIGHWAY 305 IN AULANDER, GO SOUTHEAST ON STATE FX4158'HIGHWAY 305 3.5 MILES TO A CROSSROAD AT THE VILLAGE OF FX4158'CONNARITSA. CONTINUE ON HIGHWAY 305 0.3 MILE TO A RIGHT-OF-WAY FX4158'APPROACH ON THE RIGHT AND THE STATION. FX4158' FX4158'STATION MARK, A STANDARD DISK STAMPED CONN 1959, IS SET IN A FX4158'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE FX4158'GROUND. IT IS 48 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY FX4158'305, 38 FEET SOUTHWEST OF A TELEPHONE POLE NEAR THE RIGHT-OF-WAY FX4158'APPROACH, 17 FEET NORTH OF A LONE, 8-INCH OAK TREE AND 12 FEET FX4158'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER. A STANDARD METAL FX4158'WITNESS POST WAS SET 2.3 FEET WEST OF THE MARK. NO UNDERGROUND FX4158'MARK WAS ESTABLISHED. FX4158' FX4158'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONN NO 1 1959, FX4158'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT FX4158'IS 140-1/2 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 44 FX4158'FEET EAST OF THE CENTERLINE OF HIGHWAY 305 AND 16 FEET WEST OF FX4158'THE WEST EDGE OF THE TIMBER LINE ON THE EAST SIDE OF THE HIGHWAY. FX4158' FX4158'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CONN NO 2 1959, IS FX4158'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 111 FX4158'FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 57 FEET EAST OF FX4158'THE CENTERLINE OF HIGHWAY 305 AND 1 FOOT WEST OF THE WEST EDGE OF FX4158'THE TIMBER LINE ON THE EAST SIDE OF THE HIGHWAY. FX4158' FX4158'AZIMUTH MARK, A STANDARD DISK STAMPED CONN 1959, IS SET IN A FX4158'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 45 FEET FX4158'EAST OF THE CENTERLINE OF HIGHWAY 305, 17 FEET WEST OF A 14-INCH FX4158'PINE TREE AND 2 FEET NORTH OF A POWER POLE WITH A TRANSFORMER. A FX4158'STANDARD METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE MARK. FX4158' FX4158'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FX4158'HIGHWAY 305 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT. FX4158 FX4158 STATION RECOVERY (1969) FX4158 FX4158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP) FX4158'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED FX4158'AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 HAS FX4158'BEEN DESTROYED. THE AZIMUTH MARK DISK HAS BEEN BROKEN OFF AND FX4158'ONLY THE SHANK REMAINS. THE DISTANCE TO REFERENCE MARK NO. 1 FX4158'WAS CHECKED AND FOUND TO BE CORRECT. REFERENCE MARK NO. 3 FX4158'WAS ESTABLISHED. THE ORIGINAL DESCRIPTION IS ADEQUATE WITH FX4158'THE FOLLOWING ADDITION. FX4158' FX4158'REFERENCE MARK NO. 3 IS 61 FEET SOUTH OF CONCRETE HIGHWAY FX4158'RIGHT OF WAY POST, 53 FEET EAST OF THE CENTERLINE OF STATE FX4158'HIGHWAY 305, 45 FEET SOUTHWEST OF A TWIN PINE TREE AND 1 FOOT FX4158'EAST OF CLEARED RIGHT OF WAY. THE MARK IS A STANDARD DISK SET FX4158'FLUSH IN A CONCRETE MONUMENT ABOUT 12 INCHES SQUARE, PROJECTS FX4158'ABOUT 1 INCH AND THE DISK IS STAMPED CONN 1959 NO 3 1969. FX4158' FX4158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FX4158'0.3 MILE SOUTH OF CONNARITSA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4041 *********************************************************************** EY4041 DESIGNATION - COOPER EY4041 PID - EY4041 EY4041 STATE/COUNTY- NC/BERTIE EY4041 USGS QUAD - WOODARD (1979) EY4041 EY4041 *CURRENT SURVEY CONTROL EY4041 ___________________________________________________________________ EY4041* NAD 83(1986)- 35 57 08.31076(N) 076 49 55.47606(W) ADJUSTED EY4041* NAVD 88 - 4. (meters) 13. (feet) SCALED EY4041 ___________________________________________________________________ EY4041 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EY4041 GEOID HEIGHT- -36.34 (meters) GEOID03 EY4041 EY4041 HORZ ORDER - FIRST EY4041 EY4041.The North Carolina HARNS have been completed but, EY4041.due to contractual restrictions, coordinates for these stations EY4041.will NOT be published in the near future. In the interim, the EY4041.published coordinates in North Carolina will not be EY4041.consistent with the Continuously Operating Reference Stations EY4041.(CORS). The HARN coordinates for these stations are available EY4041.upon request. Contact Gary Thompson(919-733-3836). EY4041. EY4041.In addition, the published North Carolina positions EY4041.(NAD 83 (1986)) are NOT consistent with those determined in EY4041.adjacent state readjustments. The discontinuity between stations EY4041.located in North Carolina and those in adjacent states EY4041.which have been adjusted to the HARN may be as much as 5 EY4041.decimeters. This will result in a significant loss of accuracy EY4041.over lines crossing such state borders. EY4041 EY4041 EY4041.The horizontal coordinates were established by classical geodetic methods EY4041.and adjusted by the National Geodetic Survey in July 1986. EY4041 EY4041.The orthometric height was scaled from a topographic map. EY4041 EY4041.The Laplace correction was computed from DEFLEC99 derived deflections. EY4041 EY4041.The geoid height was determined by GEOID03. EY4041 EY4041; North East Units Scale Factor Converg. EY4041;SPC NC - 246,444.652 805,160.936 MT 0.99994722 +1 15 04.5 EY4041;SPC NC - 808,543.83 2,641,598.84 sFT 0.99994722 +1 15 04.5 EY4041;UTM 18 - 3,980,210.053 334,771.099 MT 0.99993640 -1 04 33.2 EY4041 EY4041! - Elev Factor x Scale Factor = Combined Factor EY4041!SPC NC - 1.00000512 x 0.99994722 = 0.99995234 EY4041!UTM 18 - 1.00000512 x 0.99993640 = 0.99994152 EY4041 EY4041: Primary Azimuth Mark Grid Az EY4041:SPC NC - COOPER AZ MK 115 14 53.8 EY4041:UTM 18 - COOPER AZ MK 117 34 31.5 EY4041 EY4041|---------------------------------------------------------------------| EY4041| PID Reference Object Distance Geod. Az | EY4041| dddmmss.s | EY4041| EY4876 COOPER AZ MK 1162958.3 | EY4041| EY4877 COOPER RM 1 40.318 METERS 11957 | EY4041| EY3970 PLYMOUTH ATLAS PLYWOOD CO STK APPROX.11.9 KM 1363225.3 | EY4041| EY4043 PLYMOUTH WATER TANK APPROX.11.3 KM 1412535.2 | EY4041| EY4880 COOPER RM 4 40.592 METERS 22446 | EY4041| EY4879 COOPER RM 3 52.650 METERS 23710 | EY4041| EY2078 WILLIAMSTON MUNICIPAL TANK APPROX.23.6 KM 2411316.0 | EY4041| EY4878 COOPER RM 2 AZIMUTH 2553645.6 | EY4041|---------------------------------------------------------------------| EY4041 EY4041 SUPERSEDED SURVEY CONTROL EY4041 EY4041 NAD 27 - 35 57 07.73200(N) 076 49 56.66100(W) AD( ) 1 EY4041 EY4041.Superseded values are not recommended for survey control. EY4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4041.See file dsdata.txt to determine how the superseded data were derived. EY4041 EY4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3477180210(NAD 83) EY4041_MARKER: DD = SURVEY DISK EY4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4041_STAMPING: COOPER 1931 EY4041_MARK LOGO: CGS EY4041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY4041+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990 EY4041 EY4041 HISTORY - Date Condition Report By EY4041 HISTORY - 1931 MONUMENTED CGS EY4041 HISTORY - 1931 GOOD CGS EY4041 HISTORY - 1954 GOOD CGS EY4041 HISTORY - 19900820 GOOD NOS EY4041 EY4041 STATION DESCRIPTION EY4041 EY4041'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) EY4041'ABOUT 7 MILES EAST-SOUTHEAST OF WINDSOR, ON LAND OWNED AND OCCUPIED EY4041'BY TOM COOPER, IN EAST SIDE OF OPEN FIELD, FLANKED ON WEST SIDE OF EY4041'CORNFIELD AND ON EAST BY FEW SCATTERED PINE STRIPLINGS, AND ABOUT EY4041'25 YARDS NORTH OF CENTER LINE OF ROAD. TO REACH FROM WINDSOR, EY4041'FOLLOW ROUTE 17 TOWARD EDENTON 1.5 MILES FROM STANDARD STATION TO EY4041'DIRT ROAD TURNING RIGHT OPPOSITE VIRGINIA DARE SERVICE STATION, EY4041'CONTINUE ON DIRT ROAD 3 MILES TO FORKS KNOWN AS ELLIS STORE, AND TAKE EY4041'RIGHT FORK 3.4 MILES IN SOUTHERLY AND EASTERLY DIRECTION TO EY4041'STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EY4041'MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE EY4041'DISKS IN CONCRETE. NO. 1 IS ABOUT 15 METERS (49 FEET) EY4041'NORTH OF CENTER OF ROAD, AND 40.32 METERS (132.3 FEET) FROM STATION EY4041'NO. 2 IS IN NORTHWEST CORNER OF EY4041'CORNFIELD, 9 METERS (30 FEET) SOUTH OF CENTER LINE OF ROAD, 0.5 EY4041'METER (1.6 FEET) SOUTH OF WIRE FENCE, AND APPROXIMATELY EY4041'150 METERS (492 FEET) FROM STATION. EY4041'NO. 3 IS 3 METERS (10 FEET) NORTH OF CENTER LINE OF ROAD, AND 52.65 EY4041'METERS (172.7 FEET) FROM STATION. EY4041 EY4041 STATION RECOVERY (1931) EY4041 EY4041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 EY4041'RECOVERED IN GOOD CONDITION. EY4041 EY4041 STATION RECOVERY (1954) EY4041 EY4041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4041'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND REFERENCE EY4041'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 EY4041'HAD BEEN BROKEN OFF AND REFERENCE MARK NO. 3 COULD NOT BE FOUND. EY4041'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED. REFERENCE EY4041'MARK NO. 4 IS 24 FEET NORTH OF THE APPROXIMATE CENTERLINE OF BLACK EY4041'TOP ROAD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EY4041'COOPER NO 4 1931. AZIMUTH MARK IS 29 FEET NORTH NORTHEAST OF THE EY4041'APPROXIMATE CENTERLINE OF ROAD AND 4 FEET NORTH NORTHEAST OF GRADED EY4041'BANK. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EY4041'COOPER 1954. THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 EY4041'WERE FOUND TO BE CORRECT. EY4041' EY4041'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13 AND 17 IN EY4041'WINDSOR GO EASTERLY ON U.S. HIGHWAY 17 FOR 1.6 MILES TO A SURFACED T EY4041'ROAD RIGHT, BETWEEN TWO CHURCHES. TURN RIGHT AND FOLLOW MAIN ROAD EY4041'EASTERLY FOR 6.4 MILES TO STATION ON LEFT IN CULTIVATED FIELD AS EY4041'DESCRIBED. CONTINUE SOUTHEAST FOR 0.3 MILE TO AZIMUTH MARK ON EY4041'LEFT AS DESCRIBED. EY4041' EY4041'1954 OBSERVATIONS TAKEN FROM A 116 FOOT TOWER. EY4041 EY4041 STATION RECOVERY (1990) EY4041 EY4041'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990 EY4041'THE STATION IS LOCATED ABOUT 7 MILES ESE OF WINDSOR, NC ON THE NORTH EY4041'SIDE OF STATE ROAD 308. EY4041'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 17 AND NC HWY 45, EY4041'GO SOUTH ON NC HWY 45 FOR 3.6 MILES TO SR 1500. TURN RIGHT ON SR 1500 EY4041'(SAN SOUCI ROAD) FOR 4.4 MILES TO THE INTERSECTION OF SR 1500 AND SR EY4041'308. TURN RIGHT ON SR 308 (COPPER HILL ROAD) FOR 2.2 MILES AND EY4041'STATION ON RIGHT. EY4041'THE STATION IS A STANDARD USCGS DISK STAMPED---COOPER 1931---SET IN EY4041'CONCRETE. THE STATION IS 22.86 M (75.0 FT) NORTH OF THE CENTERLINE OF EY4041'SR 308 IN DENSE WOODS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8507 *********************************************************************** AF8507 DESIGNATION - COUL AF8507 PID - AF8507 AF8507 STATE/COUNTY- NC/BERTIE AF8507 USGS QUAD - KELFORD (1973) AF8507 AF8507 *CURRENT SURVEY CONTROL AF8507 ___________________________________________________________________ AF8507* NAD 83(1986)- 36 13 19.55901(N) 077 13 07.96182(W) ADJUSTED AF8507* NAVD 88 - 29.6 (meters) 97. (feet) VERT ANG AF8507 ___________________________________________________________________ AF8507 LAPLACE CORR- -1.87 (seconds) DEFLEC99 AF8507 GEOID HEIGHT- -35.01 (meters) GEOID03 AF8507 AF8507 HORZ ORDER - SECOND AF8507 AF8507.The North Carolina HARNS have been completed but, AF8507.due to contractual restrictions, coordinates for these stations AF8507.will NOT be published in the near future. In the interim, the AF8507.published coordinates in North Carolina will not be AF8507.consistent with the Continuously Operating Reference Stations AF8507.(CORS). The HARN coordinates for these stations are available AF8507.upon request. Contact Gary Thompson(919-733-3836). AF8507. AF8507.In addition, the published North Carolina positions AF8507.(NAD 83 (1986)) are NOT consistent with those determined in AF8507.adjacent state readjustments. The discontinuity between stations AF8507.located in North Carolina and those in adjacent states AF8507.which have been adjusted to the HARN may be as much as 5 AF8507.decimeters. This will result in a significant loss of accuracy AF8507.over lines crossing such state borders. AF8507 AF8507 AF8507.The horizontal coordinates were established by classical geodetic methods AF8507.and adjusted by the National Geodetic Survey in June 1998. AF8507 AF8507.The orthometric height was determined by vertical angle observations. AF8507 AF8507.The Laplace correction was computed from DEFLEC99 derived deflections. AF8507 AF8507.The geoid height was determined by GEOID03. AF8507 AF8507; North East Units Scale Factor Converg. AF8507;SPC NC - 275,681.402 769,736.177 MT 1.00001594 +1 01 40.8 AF8507;SPC NC - 904,464.73 2,525,376.11 sFT 1.00001594 +1 01 40.8 AF8507;UTM 18 - 4,010,865.644 300,564.856 MT 1.00009009 -1 18 41.8 AF8507 AF8507! - Elev Factor x Scale Factor = Combined Factor AF8507!SPC NC - 1.00000085 x 1.00001594 = 1.00001679 AF8507!UTM 18 - 1.00000085 x 1.00009009 = 1.00009094 AF8507 AF8507 SUPERSEDED SURVEY CONTROL AF8507 AF8507.No superseded survey control is available for this station. AF8507 AF8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0056510866(NAD 83) AF8507_MARKER: DH = HORIZONTAL CONTROL DISK AF8507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8507_STAMPING: COUL 1987 AF8507_MARK LOGO: NCGS AF8507_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8507+STABILITY: SURFACE MOTION AF8507 AF8507 HISTORY - Date Condition Report By AF8507 HISTORY - 1987 MONUMENTED NCGS AF8507 AF8507 STATION DESCRIPTION AF8507 AF8507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8507'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF ROXOBEL AND 5.9 AF8507'MI (9.5 KM) WEST OF AULANDER. PROCEED ALONG SR 1208 (CHURCH STREET) AF8507'FOR 0.65 MI (1.05 KM) EAST FROM NC 308 (MAIN STREET), THENCE NORTHEAST AF8507'FOR 1.45 MI (2.33 KM) ALONG SR 1249 (TYLER SCHOOL ROAD), IN NORTHWEST AF8507'SHOULDER OF ROAD. MARK IS RECESSED 6 INCHES BELOW GROUND AND LEVEL AF8507'WITH THE ROAD. LOCATED 14.2 FT (4.3 M) NORTH-NORTHWEST OF THE AF8507'CENTERLINE OF THE ROAD--AND 25.0 FT (7.6 M) SOUTH-SOUTHWEST OF A AF8507'6-INCH GUM, 29.0 FT (8.8 M) SOUTHEAST OF A 12-INCH PINE, 44.0 FT (13.4 AF8507'M) EAST OF AN 18-INCH PINE, 52.8 FT (16.1 M) NORTHWEST OF A 24-INCH AF8507'PINE, 83.0 FT (25.3 M) WEST OF A 26-INCH OAK (A TIMBERLANDS UNLIMITED AF8507'LINE TREE) --ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3873 *********************************************************************** FX3873 DESIGNATION - COW ISLAND FX3873 PID - FX3873 FX3873 STATE/COUNTY- NC/BERTIE FX3873 USGS QUAD - VALHALLA (1982) FX3873 FX3873 *CURRENT SURVEY CONTROL FX3873 ___________________________________________________________________ FX3873* NAD 83(1986)- 36 13 48.29602(N) 076 43 28.58718(W) ADJUSTED FX3873* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3873 ___________________________________________________________________ FX3873 LAPLACE CORR- -4.18 (seconds) DEFLEC99 FX3873 GEOID HEIGHT- -36.25 (meters) GEOID03 FX3873 FX3873 HORZ ORDER - THIRD FX3873 FX3873.The North Carolina HARNS have been completed but, FX3873.due to contractual restrictions, coordinates for these stations FX3873.will NOT be published in the near future. In the interim, the FX3873.published coordinates in North Carolina will not be FX3873.consistent with the Continuously Operating Reference Stations FX3873.(CORS). The HARN coordinates for these stations are available FX3873.upon request. Contact Gary Thompson(919-733-3836). FX3873. FX3873.In addition, the published North Carolina positions FX3873.(NAD 83 (1986)) are NOT consistent with those determined in FX3873.adjacent state readjustments. The discontinuity between stations FX3873.located in North Carolina and those in adjacent states FX3873.which have been adjusted to the HARN may be as much as 5 FX3873.decimeters. This will result in a significant loss of accuracy FX3873.over lines crossing such state borders. FX3873 FX3873 FX3873.The horizontal coordinates were established by classical geodetic methods FX3873.and adjusted by the National Geodetic Survey in July 1986. FX3873 FX3873.The orthometric height was scaled from a topographic map. FX3873 FX3873.The Laplace correction was computed from DEFLEC99 derived deflections. FX3873 FX3873.The geoid height was determined by GEOID03. FX3873 FX3873; North East Units Scale Factor Converg. FX3873;SPC NC - 277,474.883 814,147.239 MT 1.00001832 +1 18 47.8 FX3873;SPC NC - 910,348.85 2,671,081.40 sFT 1.00001832 +1 18 47.8 FX3873;UTM 18 - 4,010,847.299 345,010.860 MT 0.99989598 -1 01 10.2 FX3873 FX3873! - Elev Factor x Scale Factor = Combined Factor FX3873!SPC NC - 1.00000574 x 1.00001832 = 1.00002406 FX3873!UTM 18 - 1.00000574 x 0.99989598 = 0.99990172 FX3873 FX3873: Primary Azimuth Mark Grid Az FX3873:SPC NC - PINEY POINT 1874 025 23 44.0 FX3873:UTM 18 - PINEY POINT 1874 027 43 42.0 FX3873 FX3873|---------------------------------------------------------------------| FX3873| PID Reference Object Distance Geod. Az | FX3873| dddmmss.s | FX3873| FX3810 PINEY POINT 1874 APPROX. 3.1 KM 0264231.8 | FX3873|---------------------------------------------------------------------| FX3873 FX3873 SUPERSEDED SURVEY CONTROL FX3873 FX3873 NAD 27 - 36 13 47.73000(N) 076 43 29.78000(W) AD( ) 3 FX3873 FX3873.Superseded values are not recommended for survey control. FX3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3873.See file dsdata.txt to determine how the superseded data were derived. FX3873 FX3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4501110847(NAD 83) FX3873_MARKER: N = NAIL FX3873_SETTING: 0 = UNSPECIFIED SETTING FX3873_MARK LOGO: CGS FX3873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3873 FX3873 HISTORY - Date Condition Report By FX3873 HISTORY - 1874 MONUMENTED CGS FX3873 HISTORY - 1909 MARK NOT FOUND CGS FX3873 FX3873 STATION DESCRIPTION FX3873 FX3873'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) FX3873'ESTABLISHED BY THE PARTY OF R.E. HALTER, APRIL 11, 1874. FX3873' FX3873'IT IS SITUATED ON COW ISLAND POINT, A LOW MARSHY POINT ON THE W FX3873'SIDE OF CHOWAN RIVER, 2 MILES ABOVE COLERAINE WHARF. THE FX3873'UNDERGROUND MARK IS AN EARTHEN JAR 3 INCHES DIAMETER AND 4 INCHES FX3873'DEEP SUNK 4 FEET BENEATH THE SURFACE. OVER WHICH IS PLACED A FX3873'JUNIPER STUB 2-1/2 FEET LONG AND 8 INCHES DIAMETER WITH A NAIL IN FX3873'HEAD TO MARK THE CENTER. FX3873' FX3873'MEASUREMENTS-- FX3873' FX3873'FROM TRIANGULATION STATION TO GUM TREE, SSE, 37 FEET, 2 INCHES. FX3873' FX3873'FROM TRIANGULATION STATION TO GUM TREE, E, 12 FEET. FX3873' FX3873'EACH OF THESE TREES HAVE A TRIANGLE BLAZED ON THE SIDE FACING THE FX3873'STATION. FX3873 FX3873 STATION RECOVERY (1909) FX3873 FX3873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3873'THE GUM TREE CUT 12 FEET FROM THE STATION IS NOW ABOUT 50 OFF FX3873'SHORE. STATION MARK IS GONE, WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3880 *********************************************************************** FX3880 DESIGNATION - COW ISLAND 2 FX3880 PID - FX3880 FX3880 STATE/COUNTY- NC/BERTIE FX3880 USGS QUAD - VALHALLA (1982) FX3880 FX3880 *CURRENT SURVEY CONTROL FX3880 ___________________________________________________________________ FX3880* NAD 83(1986)- 36 13 53.46342(N) 076 43 24.73184(W) ADJUSTED FX3880* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3880 ___________________________________________________________________ FX3880 LAPLACE CORR- -4.17 (seconds) DEFLEC99 FX3880 GEOID HEIGHT- -36.25 (meters) GEOID03 FX3880 FX3880 HORZ ORDER - THIRD FX3880 FX3880.The North Carolina HARNS have been completed but, FX3880.due to contractual restrictions, coordinates for these stations FX3880.will NOT be published in the near future. In the interim, the FX3880.published coordinates in North Carolina will not be FX3880.consistent with the Continuously Operating Reference Stations FX3880.(CORS). The HARN coordinates for these stations are available FX3880.upon request. Contact Gary Thompson(919-733-3836). FX3880. FX3880.In addition, the published North Carolina positions FX3880.(NAD 83 (1986)) are NOT consistent with those determined in FX3880.adjacent state readjustments. The discontinuity between stations FX3880.located in North Carolina and those in adjacent states FX3880.which have been adjusted to the HARN may be as much as 5 FX3880.decimeters. This will result in a significant loss of accuracy FX3880.over lines crossing such state borders. FX3880 FX3880 FX3880.The horizontal coordinates were established by classical geodetic methods FX3880.and adjusted by the National Geodetic Survey in July 1986. FX3880 FX3880.The orthometric height was scaled from a topographic map. FX3880 FX3880.The Laplace correction was computed from DEFLEC99 derived deflections. FX3880 FX3880.The geoid height was determined by GEOID03. FX3880 FX3880; North East Units Scale Factor Converg. FX3880;SPC NC - 277,636.327 814,239.841 MT 1.00001874 +1 18 50.1 FX3880;SPC NC - 910,878.52 2,671,385.21 sFT 1.00001874 +1 18 50.1 FX3880;UTM 18 - 4,011,004.820 345,109.944 MT 0.99989560 -1 01 08.0 FX3880 FX3880! - Elev Factor x Scale Factor = Combined Factor FX3880!SPC NC - 1.00000574 x 1.00001874 = 1.00002448 FX3880!UTM 18 - 1.00000574 x 0.99989560 = 0.99990134 FX3880 FX3880: Primary Azimuth Mark Grid Az FX3880:SPC NC - MONTROSE 053 23 39.8 FX3880:UTM 18 - MONTROSE 055 43 37.9 FX3880 FX3880|---------------------------------------------------------------------| FX3880| PID Reference Object Distance Geod. Az | FX3880| dddmmss.s | FX3880| FX3818 WOODLEYS PIER LIGHTHOUSE APPROX. 5.0 KM 0353015.8 | FX3880| FX3808 MONTROSE APPROX. 3.9 KM 0544229.9 | FX3880| FX4718 COW ISLAND 2 WM 1 12601 | FX3880| FX4719 COW ISLAND 2 WM 2 28351 | FX3880| FX4717 COW ISLAND 2 RM 1 12.580 METERS 35450 | FX3880|---------------------------------------------------------------------| FX3880 FX3880 SUPERSEDED SURVEY CONTROL FX3880 FX3880 NAD 27 - 36 13 52.90000(N) 076 43 25.92000(W) AD( ) 3 FX3880 FX3880.Superseded values are not recommended for survey control. FX3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3880.See file dsdata.txt to determine how the superseded data were derived. FX3880 FX3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4511011005(NAD 83) FX3880_MARKER: Z = SEE DESCRIPTION FX3880_SETTING: 0 = UNSPECIFIED SETTING FX3880 FX3880 HISTORY - Date Condition Report By FX3880 HISTORY - 1909 MONUMENTED CGS FX3880 FX3880 STATION DESCRIPTION FX3880 FX3880'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3880'SITUATED ON THE APPROXIMATE POSITION OF THE OLD STATION COW ISLAND FX3880'2-1/2 MILES NE BY N OF COLERAINE WHARF AND ON THE NE END OF THE FX3880'POINT. A SMALL POINT EXTENDS OUT FROM THE GENERAL SHORE LINE AND FX3880'IS HELD TOGETHER BY SEVERAL STUMPS. FX3880' FX3880'THE STATION MARK CONSISTS OF A BLOCK OF CEMENT ABOUT 12 INCHES FX3880'SQUARE AND 7 INCHES DEEP SET FLUSH WITH THE GROUND IN THE MIDST OF FX3880'SEVERAL STUMPS. THE REFERENCE MARK IS A 3/4-INCH BOLT 18 INCHES FX3880'LONG DRIVEN INTO THE HEART OF A LARGE CYPRESS STUMP 4 INCHES OF FX3880'THE BOLT PROJECTS ABOVE THE STUMP. THE STUMP MEASURES ABOUT 4 FX3880'FEET IN DIAMETER AT THE TOP. THE MARK WILL PROBABLY LAST SOME TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1467 *********************************************************************** EY1467 DESIGNATION - D 212 EY1467 PID - EY1467 EY1467 STATE/COUNTY- NC/BERTIE EY1467 USGS QUAD - WESTOVER (1978) EY1467 EY1467 *CURRENT SURVEY CONTROL EY1467 ___________________________________________________________________ EY1467* NAD 83(1986)- 35 55 27.74292(N) 076 44 02.23333(W) ADJUSTED EY1467* NAVD 88 - 5.637 (meters) 18.49 (feet) ADJUSTED EY1467 ___________________________________________________________________ EY1467 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EY1467 GEOID HEIGHT- -36.60 (meters) GEOID03 EY1467 DYNAMIC HT - 5.632 (meters) 18.48 (feet) COMP EY1467 MODELED GRAV- 979,801.7 (mgal) NAVD 88 EY1467 OBS GRAVITY - 979,796.8 (mgal) GRAV_OBS EY1467 EY1467 HORZ ORDER - SECOND EY1467 VERT ORDER - FIRST CLASS II EY1467 EY1467.The North Carolina HARNS have been completed but, EY1467.due to contractual restrictions, coordinates for these stations EY1467.will NOT be published in the near future. In the interim, the EY1467.published coordinates in North Carolina will not be EY1467.consistent with the Continuously Operating Reference Stations EY1467.(CORS). The HARN coordinates for these stations are available EY1467.upon request. Contact Gary Thompson(919-733-3836). EY1467. EY1467.In addition, the published North Carolina positions EY1467.(NAD 83 (1986)) are NOT consistent with those determined in EY1467.adjacent state readjustments. The discontinuity between stations EY1467.located in North Carolina and those in adjacent states EY1467.which have been adjusted to the HARN may be as much as 5 EY1467.decimeters. This will result in a significant loss of accuracy EY1467.over lines crossing such state borders. EY1467 EY1467 EY1467.The horizontal coordinates were established by classical geodetic methods EY1467.and adjusted by the National Geodetic Survey in January 1991. EY1467 EY1467.The orthometric height was determined by differential leveling EY1467.and adjusted by the National Geodetic Survey in June 1991. EY1467 EY1467.The Laplace correction was computed from DEFLEC99 derived deflections. EY1467 EY1467.The geoid height was determined by GEOID03. EY1467 EY1467.The dynamic height is computed by dividing the NAVD 88 EY1467.geopotential number by the normal gravity value computed on the EY1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1467.degrees latitude (g = 980.6199 gals.). EY1467 EY1467.The modeled gravity was interpolated from observed gravity values. EY1467.The observed gravity was obtained from relative gravimeter ties EY1467.to the IGSN71 gravity network. EY1467 EY1467; North East Units Scale Factor Converg. EY1467;SPC NC - 243,543.642 814,081.461 MT 0.99994138 +1 18 28.4 EY1467;SPC NC - 799,026.10 2,670,865.59 sFT 0.99994138 +1 18 28.4 EY1467;UTM 18 - 3,976,949.430 343,566.296 MT 0.99990154 -1 01 03.2 EY1467 EY1467! - Elev Factor x Scale Factor = Combined Factor EY1467!SPC NC - 1.00000486 x 0.99994138 = 0.99994624 EY1467!UTM 18 - 1.00000486 x 0.99990154 = 0.99990640 EY1467 EY1467 SUPERSEDED SURVEY CONTROL EY1467 EY1467 NGVD 29 (01/18/91) 5.97 (m) 19.6 (f) LEVELING 3 EY1467 EY1467.Superseded values are not recommended for survey control. EY1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1467.See file dsdata.txt to determine how the superseded data were derived. EY1467 EY1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4356676949(NAD 83) EY1467_MARKER: I = METAL ROD EY1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1467_SP_SET: STAINLESS STEEL ROD EY1467_STAMPING: D 212 1979 EY1467_MARK LOGO: NCGS EY1467_PROJECTION: FLUSH EY1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1467_ROD/PIPE-DEPTH: 20.1 meters EY1467 EY1467 HISTORY - Date Condition Report By EY1467 HISTORY - 1979 MONUMENTED NGS EY1467 HISTORY - 1981 GOOD NCGS EY1467 EY1467 STATION DESCRIPTION EY1467 EY1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1467'6.3 MI SOUTH FROM MERRY HILL. EY1467'6.6 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH EY1467'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, AT THE NORTHEAST EY1467'CORNER OF ZEB VANCE NORMAN BRIDGE OVER CASHIE, MIDDLE AND ROANOKE EY1467'RIVERS, 17.4 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 2.1 FEET EY1467'NORTH OF END GUARD RAIL POST, 3.0 FEET NORTH OF NORTHEAST BRIDGE EY1467'ABUTMENT, 3.9 FEET SOUTH-SOUTHEAST OF NORTH END OF CURB AND 5.4 EY1467'FEET WEST OF EAST END OF WINGWALL. THE DATUM POINT IS A STEEL EY1467'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC EY1467'SURVEY LOGO FLANGE WITH ACCESS COVER. EY1467'THE MARK IS 1.0 FT SW FROM A WITNESS POST. EY1467'THE MARK IS 1.0 FT ABOVE CENTERLINE OF HIGHWAY. EY1467 EY1467 STATION RECOVERY (1981) EY1467 EY1467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1467'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2899 *********************************************************************** FX2899 DESIGNATION - DAVENPORT FX2899 PID - FX2899 FX2899 STATE/COUNTY- NC/BERTIE FX2899 USGS QUAD - MERRY HILL (1982) FX2899 FX2899 *CURRENT SURVEY CONTROL FX2899 ___________________________________________________________________ FX2899* NAD 83(1986)- 36 02 28.92764(N) 076 47 06.33488(W) ADJUSTED FX2899* NAVD 88 - 12.868 (meters) 42.22 (feet) ADJUSTED FX2899 ___________________________________________________________________ FX2899 LAPLACE CORR- -4.34 (seconds) DEFLEC99 FX2899 GEOID HEIGHT- -36.34 (meters) GEOID03 FX2899 DYNAMIC HT - 12.857 (meters) 42.18 (feet) COMP FX2899 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2899 FX2899 HORZ ORDER - SECOND FX2899 VERT ORDER - SECOND CLASS II FX2899 FX2899.The North Carolina HARNS have been completed but, FX2899.due to contractual restrictions, coordinates for these stations FX2899.will NOT be published in the near future. In the interim, the FX2899.published coordinates in North Carolina will not be FX2899.consistent with the Continuously Operating Reference Stations FX2899.(CORS). The HARN coordinates for these stations are available FX2899.upon request. Contact Gary Thompson(919-733-3836). FX2899. FX2899.In addition, the published North Carolina positions FX2899.(NAD 83 (1986)) are NOT consistent with those determined in FX2899.adjacent state readjustments. The discontinuity between stations FX2899.located in North Carolina and those in adjacent states FX2899.which have been adjusted to the HARN may be as much as 5 FX2899.decimeters. This will result in a significant loss of accuracy FX2899.over lines crossing such state borders. FX2899 FX2899 FX2899.The horizontal coordinates were established by classical geodetic methods FX2899.and adjusted by the National Geodetic Survey in January 1991. FX2899 FX2899.The orthometric height was determined by differential leveling FX2899.and adjusted by the National Geodetic Survey in June 1991. FX2899 FX2899.The Laplace correction was computed from DEFLEC99 derived deflections. FX2899 FX2899.The geoid height was determined by GEOID03. FX2899 FX2899.The dynamic height is computed by dividing the NAVD 88 FX2899.geopotential number by the normal gravity value computed on the FX2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2899.degrees latitude (g = 980.6199 gals.). FX2899 FX2899.The modeled gravity was interpolated from observed gravity values. FX2899 FX2899; North East Units Scale Factor Converg. FX2899;SPC NC - 256,417.359 809,177.989 MT 0.99996744 +1 16 42.2 FX2899;SPC NC - 841,262.62 2,654,778.12 sFT 0.99996744 +1 16 42.2 FX2899;UTM 18 - 3,990,011.063 339,189.803 MT 0.99991865 -1 03 01.9 FX2899 FX2899! - Elev Factor x Scale Factor = Combined Factor FX2899!SPC NC - 1.00000368 x 0.99996744 = 0.99997112 FX2899!UTM 18 - 1.00000368 x 0.99991865 = 0.99992233 FX2899 FX2899 SUPERSEDED SURVEY CONTROL FX2899 FX2899 NGVD 29 (01/18/91) 13.20 (m) 43.3 (f) LEVELING 3 FX2899 FX2899.Superseded values are not recommended for survey control. FX2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2899.See file dsdata.txt to determine how the superseded data were derived. FX2899 FX2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3919090011(NAD 83) FX2899_MARKER: DE = TRAVERSE STATION DISK FX2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2899_SP_SET: CONCRETE POST FX2899_STAMPING: DAVENPORT 1980 FX2899_MARK LOGO: NCGS FX2899_PROJECTION: FLUSH FX2899_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2899+STABILITY: SURFACE MOTION FX2899 FX2899 HISTORY - Date Condition Report By FX2899 HISTORY - 1980 MONUMENTED NCGS FX2899 HISTORY - 1980 GOOD NCGS FX2899 FX2899 STATION DESCRIPTION FX2899 FX2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2899'STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF MERRY HILL AND FX2899'9.9 MILES EAST-NORTHEAST OF WINDSOR. FX2899' FX2899'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 BETWEEN FX2899'WINDSOR AND EDENTON, AT MIDWAY, PROCEED NORTHERLY ALONG NC 45 FOR 0.5 FX2899'MILE TO STATION ON THE RIGHT NEAR THE CORNER OF WOODS AND 0.15 MILE FX2899'NORTH OF SR 1363. FX2899' FX2899'STATION MARK IS A STANDARD DISK STAMPED---DAVENPORT 1980---SET IN THE FX2899'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND FX2899'SURFACE. MARK IS 29.1 FEET EAST OF THE CENTERLINE OF NC 45, 135.2 FX2899'FEET NORTHEAST OF NORTHEAST CORNER OF L SHAPED CONCRETE HEADWALL AND FX2899'18.4 FEET NORTHWEST OF TELEPHONE POLE 11, 38.7 FEET WEST OF 8 INCH FX2899'OAK, 45.0 FEET NORTH OF 15 INCH OAK, AND 44.0 FEET SOUTHWEST OF 10 FX2899'INCH OAK ALL WITH REFERENCE TAGS. FX2899' FX2899'BENCH MARK BER 18 IS A DISK STAMPED---BER 18 1974---SET FLUSH IN FX2899'DRILL HOLE IN CONCRETE HEADWALL, 0.15 MILE NORTH ALONG NC 45 FROM THE FX2899'STATION, 16.4 FEET EAST OF THE CENTERLINE OF NC 45, 0.6 FEET NORTH OF FX2899'SOUTH END OF HEADWALL, 39.8 FEET SOUTH OF SOUTH END OF CULVERT UNDER FX2899'DIRT DRIVEWAY, 55.0 FEET SOUTHWEST OF TELEPHONE POLE 15 WITH REFERENCE FX2899'TAG AND 64.3 FEET NORTH-NORTHWEST OF 24 INCH PINE WITH REFERENCE TAG. FX2899 FX2899 STATION RECOVERY (1980) FX2899 FX2899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2899'2.2 MI NORTH FROM MERRY HILL. FX2899'9.9 MILES EAST-NORTHEAST OF WINDSOR. FX2899'0.5 MILE NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 17 FX2899'BETWEEN WINDSOR AND EDENTON, ON THE RIGHT NEAR THE CORNER OF WOODS FX2899'AND 0.15 MILE NORTH OF SR 1363, 29.1 FEET EAST OF CENTERLINE OF NC 45, FX2899'135.2 FEET NORTHEAST OF NORTHEAST CORNER OF L SHAPED CONCRETE HEADWALL FX2899'AND 18.4 FEET NORTHWEST OF TELEPHONE POLE 11, 38.7 FEET WEST OF 8 INCH FX2899'OAK, 45.0 FEET NORTH OF 15 INCH OAK AND 44.0 FEET SOUTHWEST OF 10 INCH FX2899'OAK ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1973 *********************************************************************** EY1973 DESIGNATION - DAWSON EY1973 PID - EY1973 EY1973 STATE/COUNTY- NC/BERTIE EY1973 USGS QUAD - WINDSOR SOUTH (1978) EY1973 EY1973 *CURRENT SURVEY CONTROL EY1973 ___________________________________________________________________ EY1973* NAD 83(1986)- 35 59 30.23575(N) 076 55 08.08251(W) ADJUSTED EY1973* NAVD 88 - 8.812 (meters) 28.91 (feet) ADJUSTED EY1973 ___________________________________________________________________ EY1973 LAPLACE CORR- -5.24 (seconds) DEFLEC99 EY1973 GEOID HEIGHT- -36.02 (meters) GEOID03 EY1973 DYNAMIC HT - 8.805 (meters) 28.89 (feet) COMP EY1973 MODELED GRAV- 979,821.8 (mgal) NAVD 88 EY1973 EY1973 HORZ ORDER - SECOND EY1973 VERT ORDER - SECOND CLASS II EY1973 EY1973.The North Carolina HARNS have been completed but, EY1973.due to contractual restrictions, coordinates for these stations EY1973.will NOT be published in the near future. In the interim, the EY1973.published coordinates in North Carolina will not be EY1973.consistent with the Continuously Operating Reference Stations EY1973.(CORS). The HARN coordinates for these stations are available EY1973.upon request. Contact Gary Thompson(919-733-3836). EY1973. EY1973.In addition, the published North Carolina positions EY1973.(NAD 83 (1986)) are NOT consistent with those determined in EY1973.adjacent state readjustments. The discontinuity between stations EY1973.located in North Carolina and those in adjacent states EY1973.which have been adjusted to the HARN may be as much as 5 EY1973.decimeters. This will result in a significant loss of accuracy EY1973.over lines crossing such state borders. EY1973 EY1973 EY1973.The horizontal coordinates were established by classical geodetic methods EY1973.and adjusted by the National Geodetic Survey in January 1991. EY1973 EY1973.The orthometric height was determined by differential leveling EY1973.and adjusted by the National Geodetic Survey in June 1991. EY1973 EY1973.The Laplace correction was computed from DEFLEC99 derived deflections. EY1973 EY1973.The geoid height was determined by GEOID03. EY1973 EY1973.The dynamic height is computed by dividing the NAVD 88 EY1973.geopotential number by the normal gravity value computed on the EY1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1973.degrees latitude (g = 980.6199 gals.). EY1973 EY1973.The modeled gravity was interpolated from observed gravity values. EY1973 EY1973; North East Units Scale Factor Converg. EY1973;SPC NC - 250,650.225 797,237.364 MT 0.99995587 +1 12 04.1 EY1973;SPC NC - 822,341.61 2,615,602.92 sFT 0.99995587 +1 12 04.1 EY1973;UTM 18 - 3,984,734.030 327,024.900 MT 0.99996869 -1 07 40.7 EY1973 EY1973! - Elev Factor x Scale Factor = Combined Factor EY1973!SPC NC - 1.00000427 x 0.99995587 = 0.99996014 EY1973!UTM 18 - 1.00000427 x 0.99996869 = 0.99997296 EY1973 EY1973 SUPERSEDED SURVEY CONTROL EY1973 EY1973 NGVD 29 (01/18/91) 9.14 (m) 30.0 (f) LEVELING 3 EY1973 EY1973.Superseded values are not recommended for survey control. EY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1973.See file dsdata.txt to determine how the superseded data were derived. EY1973 EY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2702584734(NAD 83) EY1973_MARKER: DE = TRAVERSE STATION DISK EY1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1973_SP_SET: CONCRETE POST EY1973_STAMPING: DAWSON 1980 EY1973_MARK LOGO: NCGS EY1973_PROJECTION: RECESSED 3 CENTIMETERS EY1973_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1973+STABILITY: SURFACE MOTION EY1973 EY1973 HISTORY - Date Condition Report By EY1973 HISTORY - 1980 MONUMENTED NCGS EY1973 HISTORY - 1980 GOOD NCGS EY1973 EY1973 STATION DESCRIPTION EY1973 EY1973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1973'STATION IS LOCATED APPROXIMATELY 1.9 MILES EAST-SOUTHEAST OF WINDSOR. EY1973' EY1973'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH EY1973'NC 308 EAST OF WINDSOR, PROCEED NORTHEASTERLY ALONG US 17 FOR 0.3 MILE EY1973'TO STATION ON THE RIGHT AT A CONCRETE DRIVEWAY TO THE DAWSONS WHITE EY1973'FRAME HOUSE. EY1973' EY1973'STATION MARK IS A STANDARD DISK STAMPED---DAWSON 1980---SET IN THE EY1973'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND EY1973'SURFACE. MARK IS 40.7 FEET SOUTHEAST OF CENTERLINE OF US 17, 19.5 EY1973'FEET NORTHEAST OF CENTERLINE OF DRIVEWAY, 14.3 FEET EAST-NORTHEAST OF EY1973'NORTHEAST END OF CULVERT, 82.2 FEET WEST OF NORTH CORNER OF HOUSE, EY1973'16.0 FEET SOUTHWEST OF TELEPHONE POLE WITH 2 GUY WIRES AND WITH EY1973'REFERENCE TAG AND 51.0 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE EY1973'TAG. EY1973 EY1973 STATION RECOVERY (1980) EY1973 EY1973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1973'1.9 MI ESE FROM WINDSOR. EY1973'0.3 MILE NORTH EASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION EY1973'OF US 17 WITH NC 308 EAST OF WINDSOR, ON THE RIGHT AT A CONCRETE EY1973'DRIVEWAY TO THE DAWSONS WHITE FRAME HOUSE, 40.7 FEET SOUTHEAST OF EY1973'CENTERLINE OF US 17, 19.5 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY, EY1973'14.3 FEET EAST-NORTHEAST OF NORTHEAST END OF CULVERT, 82.2 FEET WEST EY1973'OF NORTH CORNER OF HOUSE, 16.0 FEET SOUTHWEST OF TELEPHONE POLE WITH EY1973'2 GUY WIRES WITH REFERENCE TAG AND 51.0 FEET NORTHEAST OF TELEPHONE EY1973'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2889 *********************************************************************** FX2889 DESIGNATION - DEER FX2889 PID - FX2889 FX2889 STATE/COUNTY- NC/BERTIE FX2889 USGS QUAD - MERRY HILL (1982) FX2889 FX2889 *CURRENT SURVEY CONTROL FX2889 ___________________________________________________________________ FX2889* NAD 83(1986)- 36 00 58.98937(N) 076 51 14.17046(W) ADJUSTED FX2889* NAVD 88 - 13.659 (meters) 44.81 (feet) ADJUSTED FX2889 ___________________________________________________________________ FX2889 LAPLACE CORR- -5.35 (seconds) DEFLEC99 FX2889 GEOID HEIGHT- -36.18 (meters) GEOID03 FX2889 DYNAMIC HT - 13.648 (meters) 44.78 (feet) COMP FX2889 MODELED GRAV- 979,812.0 (mgal) NAVD 88 FX2889 FX2889 HORZ ORDER - SECOND FX2889 VERT ORDER - SECOND CLASS II FX2889 FX2889.The North Carolina HARNS have been completed but, FX2889.due to contractual restrictions, coordinates for these stations FX2889.will NOT be published in the near future. In the interim, the FX2889.published coordinates in North Carolina will not be FX2889.consistent with the Continuously Operating Reference Stations FX2889.(CORS). The HARN coordinates for these stations are available FX2889.upon request. Contact Gary Thompson(919-733-3836). FX2889. FX2889.In addition, the published North Carolina positions FX2889.(NAD 83 (1986)) are NOT consistent with those determined in FX2889.adjacent state readjustments. The discontinuity between stations FX2889.located in North Carolina and those in adjacent states FX2889.which have been adjusted to the HARN may be as much as 5 FX2889.decimeters. This will result in a significant loss of accuracy FX2889.over lines crossing such state borders. FX2889 FX2889 FX2889.The horizontal coordinates were established by classical geodetic methods FX2889.and adjusted by the National Geodetic Survey in January 1991. FX2889 FX2889.The orthometric height was determined by differential leveling FX2889.and adjusted by the National Geodetic Survey in June 1991. FX2889 FX2889.The Laplace correction was computed from DEFLEC99 derived deflections. FX2889 FX2889.The geoid height was determined by GEOID03. FX2889 FX2889.The dynamic height is computed by dividing the NAVD 88 FX2889.geopotential number by the normal gravity value computed on the FX2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2889.degrees latitude (g = 980.6199 gals.). FX2889 FX2889.The modeled gravity was interpolated from observed gravity values. FX2889 FX2889; North East Units Scale Factor Converg. FX2889;SPC NC - 253,509.765 803,035.695 MT 0.99996152 +1 14 19.1 FX2889;SPC NC - 831,723.29 2,634,626.28 sFT 0.99996152 +1 14 19.1 FX2889;UTM 18 - 3,987,355.564 332,934.634 MT 0.99994392 -1 05 25.4 FX2889 FX2889! - Elev Factor x Scale Factor = Combined Factor FX2889!SPC NC - 1.00000354 x 0.99996152 = 0.99996506 FX2889!UTM 18 - 1.00000354 x 0.99994392 = 0.99994746 FX2889 FX2889 SUPERSEDED SURVEY CONTROL FX2889 FX2889 NGVD 29 (01/18/91) 13.98 (m) 45.9 (f) LEVELING 3 FX2889 FX2889.Superseded values are not recommended for survey control. FX2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2889.See file dsdata.txt to determine how the superseded data were derived. FX2889 FX2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3293587356(NAD 83) FX2889_MARKER: DE = TRAVERSE STATION DISK FX2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2889_SP_SET: CONCRETE POST FX2889_STAMPING: DEER 1980 FX2889_MARK LOGO: NCGS FX2889_PROJECTION: RECESSED 15 CENTIMETERS FX2889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2889+STABILITY: SURFACE MOTION FX2889 FX2889 HISTORY - Date Condition Report By FX2889 HISTORY - 1980 MONUMENTED NCGS FX2889 HISTORY - 1980 GOOD NCGS FX2889 FX2889 STATION DESCRIPTION FX2889 FX2889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2889'STATION IS LOCATED APPROXIMATELY 4.6 MILES WEST OF MERRY HILL AND 5.6 FX2889'MILES EAST-NORTHEAST OF WINDSOR. FX2889' FX2889'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2889'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 4.15 MILES TO FX2889'STATION ON THE LEFT AT TELEPHONE POLE 373 AND 0.6 MILE WEST OF FX2889'SR 1504. FX2889' FX2889'STATION MARK IS A STANDARD DISK STAMPED---DEER 1980---, SET IN THE FX2889'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2889'SURFACE. MARK IS 20.2 FEET SOUTHWEST OF CENTERLINE OF US 17 AND 13.7 FX2889'FEET NORTHEAST OF TELEPHONE POLE, 36.0 FEET EAST-NORTHEAST OF 12 INCH FX2889'PINE, 65.8 FEET SOUTH-SOUTHWEST OF 18 INCH PINE, 62.6 FEET SOUTHWEST FX2889'OF 18 INCH PINE AND 114.2 FEET NORTHWEST OF 18 INCH PINE ALL WITH FX2889'REFERENCE TAGS. FX2889 FX2889 STATION RECOVERY (1980) FX2889 FX2889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2889'4.6 MI WEST FROM MERRY HILL. FX2889'5.6 MILES EAST-NORTHEAST OF WINDSOR. FX2889'4.15 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH FX2889'NC 45 BETWEEN WINDSOR AND EDENTON, ON THE LEFT AT TELEPHONE POLE 373 FX2889'AND 0.6 MILE WEST OF SR 1504, 20.2 FEET SOUTHWEST OF CENTERLINE OF US FX2889'17, 13.7 FEET NORTHEAST OF TELEPHONE POLE 373, 36.0 FEET FX2889'EAST-NORTHEAST OF 12 INCH PINE, 65.8 FEET SOUTH-SOUTHWEST OF 18 FX2889'INCH PINE, 62.6 FEET SOUTHWEST OF 18 INCH PINE AND 114.2 FEET FX2889'NORTHWEST OF 18 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2905 *********************************************************************** FX2905 DESIGNATION - DISTRICT FX2905 PID - FX2905 FX2905 STATE/COUNTY- NC/BERTIE FX2905 USGS QUAD - EDENHOUSE (1982) FX2905 FX2905 *CURRENT SURVEY CONTROL FX2905 ___________________________________________________________________ FX2905* NAD 83(1986)- 36 02 21.20848(N) 076 42 46.57533(W) ADJUSTED FX2905* NAVD 88 - 5.131 (meters) 16.83 (feet) ADJUSTED FX2905 ___________________________________________________________________ FX2905 LAPLACE CORR- -3.18 (seconds) DEFLEC99 FX2905 GEOID HEIGHT- -36.49 (meters) GEOID03 FX2905 DYNAMIC HT - 5.126 (meters) 16.82 (feet) COMP FX2905 MODELED GRAV- 979,805.5 (mgal) NAVD 88 FX2905 FX2905 HORZ ORDER - SECOND FX2905 VERT ORDER - SECOND CLASS II FX2905 FX2905.The North Carolina HARNS have been completed but, FX2905.due to contractual restrictions, coordinates for these stations FX2905.will NOT be published in the near future. In the interim, the FX2905.published coordinates in North Carolina will not be FX2905.consistent with the Continuously Operating Reference Stations FX2905.(CORS). The HARN coordinates for these stations are available FX2905.upon request. Contact Gary Thompson(919-733-3836). FX2905. FX2905.In addition, the published North Carolina positions FX2905.(NAD 83 (1986)) are NOT consistent with those determined in FX2905.adjacent state readjustments. The discontinuity between stations FX2905.located in North Carolina and those in adjacent states FX2905.which have been adjusted to the HARN may be as much as 5 FX2905.decimeters. This will result in a significant loss of accuracy FX2905.over lines crossing such state borders. FX2905 FX2905 FX2905.The horizontal coordinates were established by classical geodetic methods FX2905.and adjusted by the National Geodetic Survey in January 1991. FX2905 FX2905.The orthometric height was determined by differential leveling FX2905.and adjusted by the National Geodetic Survey in June 1991. FX2905 FX2905.The Laplace correction was computed from DEFLEC99 derived deflections. FX2905 FX2905.The geoid height was determined by GEOID03. FX2905 FX2905.The dynamic height is computed by dividing the NAVD 88 FX2905.geopotential number by the normal gravity value computed on the FX2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2905.degrees latitude (g = 980.6199 gals.). FX2905 FX2905.The modeled gravity was interpolated from observed gravity values. FX2905 FX2905; North East Units Scale Factor Converg. FX2905;SPC NC - 256,326.936 815,683.987 MT 0.99996692 +1 19 12.1 FX2905;SPC NC - 840,965.96 2,676,123.21 sFT 0.99996692 +1 19 12.1 FX2905;UTM 18 - 3,989,656.410 345,686.358 MT 0.99989342 -1 00 28.8 FX2905 FX2905! - Elev Factor x Scale Factor = Combined Factor FX2905!SPC NC - 1.00000492 x 0.99996692 = 0.99997184 FX2905!UTM 18 - 1.00000492 x 0.99989342 = 0.99989834 FX2905 FX2905 SUPERSEDED SURVEY CONTROL FX2905 FX2905 NGVD 29 (01/18/91) 5.47 (m) 17.9 (f) LEVELING 3 FX2905 FX2905.Superseded values are not recommended for survey control. FX2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2905.See file dsdata.txt to determine how the superseded data were derived. FX2905 FX2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4568689656(NAD 83) FX2905_MARKER: DE = TRAVERSE STATION DISK FX2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2905_SP_SET: CONCRETE POST FX2905_STAMPING: DISTRICT 1980 FX2905_MARK LOGO: NCGS FX2905_PROJECTION: RECESSED 5 CENTIMETERS FX2905_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2905+STABILITY: SURFACE MOTION FX2905 FX2905 HISTORY - Date Condition Report By FX2905 HISTORY - 1980 MONUMENTED NCGS FX2905 HISTORY - 1980 GOOD NCGS FX2905 FX2905 STATION DESCRIPTION FX2905 FX2905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2905'STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF MERRY HILL AND FX2905'6.3 MILES WEST-SOUTHWEST OF EDENTON. FX2905' FX2905'TO REACH STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER THE CHOWAN FX2905'RIVER, PROCEED WESTERLY ALONG US 17 FOR 0.4 MILE TO STATION ON THE FX2905'LEFT ON TOP OF A 3 FOOT CUT. FX2905' FX2905'STATION MARK IS A STANDARD DISK STAMPED---DISTRICT 1980---SET IN THE FX2905'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND FX2905'SURFACE. MARK IS 39.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF FX2905'US 17, 100.6 FEET WEST-SOUTHWEST OF WEST END OF GUARD RAIL AND 5.0 FX2905'FEET EAST-NORTHEAST OF TELEPHONE POLE 1416, 38.3 FEET WEST OF NORTH FX2905'POST OF--SOIL AND WATER CONSERVATION DISTRICT--SIGN AND 31.2 FEET FX2905'WEST-NORTHWEST OF 15 INCH POPLAR ALL WITH REFERENCE TAGS. FX2905' FX2905'BENCH MARK BER 13 IS A STANDARD DISK STAMPED---BER 13 1974---SET FX2905'FLUSH IN DRILL HOLE IN THE SOUTH CONCRETE WHEEL GUARD OF THE WEST END FX2905'OF THE CHOWAN RIVER BRIDGE. MARK IS 14.0 FEET SOUTHEAST OF THE FX2905'CENTERLINE OF US 17, 0.6 FEET EAST-NORTHEAST OF SOUTHWEST END OF FX2905'SPLASH WALL, 1.0 FEET WEST-NORTHWEST OF SOUTHWEST END OF SOUTHEAST FX2905'BRIDGE RAIL AND 5.6 FEET NORTH OF METAL--CHOWAN RIVER--SIGN POST. FX2905 FX2905 STATION RECOVERY (1980) FX2905 FX2905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2905'3.7 MI NE FROM MERRY HILL. FX2905'6.3 MILES WEST-SOUTHWEST OF EDENTON IN CHOWAN COUNTY. FX2905'0.4 MILE WESTERLY ALONG US 17 FROM THE SOUTHWEST END OF THE BRIDGE FX2905'OVER THE CHOWAN RIVER, ON THE LEFT ON TOP OF A 3 FOOT CUT, 39.0 FEET FX2905'SOUTH-SOUTHEAST OF CENTERLINE OF US 17, 100.6 FEET WEST-SOUTHWEST OF FX2905'WEST END OF GUARD RAIL AND 5.0 FEET EAST-NORTHEAST OF TELEPHONE POLE FX2905'1416, 38.3 FEET WEST OF NORTH POST OF SOIL AND WATER CONSERVATION FX2905'DISTRICT SIGN AND 31.2 FEET WEST-NORTHWEST OF 15 INCH POPLAR ALL WITH FX2905'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1961 *********************************************************************** EY1961 DESIGNATION - DODGE EY1961 PID - EY1961 EY1961 STATE/COUNTY- NC/BERTIE EY1961 USGS QUAD - WINDSOR SOUTH (1978) EY1961 EY1961 *CURRENT SURVEY CONTROL EY1961 ___________________________________________________________________ EY1961* NAD 83(1986)- 35 55 46.27534(N) 076 59 57.63412(W) ADJUSTED EY1961* NAVD 88 - 6.944 (meters) 22.78 (feet) ADJUSTED EY1961 ___________________________________________________________________ EY1961 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EY1961 GEOID HEIGHT- -35.93 (meters) GEOID03 EY1961 DYNAMIC HT - 6.938 (meters) 22.76 (feet) COMP EY1961 MODELED GRAV- 979,818.5 (mgal) NAVD 88 EY1961 EY1961 HORZ ORDER - SECOND EY1961 VERT ORDER - SECOND CLASS II EY1961 EY1961.The North Carolina HARNS have been completed but, EY1961.due to contractual restrictions, coordinates for these stations EY1961.will NOT be published in the near future. In the interim, the EY1961.published coordinates in North Carolina will not be EY1961.consistent with the Continuously Operating Reference Stations EY1961.(CORS). The HARN coordinates for these stations are available EY1961.upon request. Contact Gary Thompson(919-733-3836). EY1961. EY1961.In addition, the published North Carolina positions EY1961.(NAD 83 (1986)) are NOT consistent with those determined in EY1961.adjacent state readjustments. The discontinuity between stations EY1961.located in North Carolina and those in adjacent states EY1961.which have been adjusted to the HARN may be as much as 5 EY1961.decimeters. This will result in a significant loss of accuracy EY1961.over lines crossing such state borders. EY1961 EY1961 EY1961.The horizontal coordinates were established by classical geodetic methods EY1961.and adjusted by the National Geodetic Survey in January 1991. EY1961 EY1961.The orthometric height was determined by differential leveling EY1961.and adjusted by the National Geodetic Survey in June 1991. EY1961 EY1961.The Laplace correction was computed from DEFLEC99 derived deflections. EY1961 EY1961.The geoid height was determined by GEOID03. EY1961 EY1961.The dynamic height is computed by dividing the NAVD 88 EY1961.geopotential number by the normal gravity value computed on the EY1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1961.degrees latitude (g = 980.6199 gals.). EY1961 EY1961.The modeled gravity was interpolated from observed gravity values. EY1961 EY1961; North East Units Scale Factor Converg. EY1961;SPC NC - 243,600.039 790,125.606 MT 0.99994244 +1 09 17.0 EY1961;SPC NC - 799,211.13 2,592,270.43 sFT 0.99994244 +1 09 17.0 EY1961;UTM 18 - 3,977,978.390 319,632.288 MT 1.00000088 -1 10 24.6 EY1961 EY1961! - Elev Factor x Scale Factor = Combined Factor EY1961!SPC NC - 1.00000455 x 0.99994244 = 0.99994699 EY1961!UTM 18 - 1.00000455 x 1.00000088 = 1.00000543 EY1961 EY1961 SUPERSEDED SURVEY CONTROL EY1961 EY1961 NGVD 29 (01/18/91) 7.27 (m) 23.9 (f) LEVELING 3 EY1961 EY1961.Superseded values are not recommended for survey control. EY1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1961.See file dsdata.txt to determine how the superseded data were derived. EY1961 EY1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1963277978(NAD 83) EY1961_MARKER: DE = TRAVERSE STATION DISK EY1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1961_SP_SET: CONCRETE POST EY1961_STAMPING: DODGE 1980 EY1961_MARK LOGO: NCGS EY1961_PROJECTION: RECESSED 3 CENTIMETERS EY1961_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1961+STABILITY: SURFACE MOTION EY1961 EY1961 HISTORY - Date Condition Report By EY1961 HISTORY - 1980 MONUMENTED NCGS EY1961 HISTORY - 1980 GOOD NCGS EY1961 HISTORY - 1985 GOOD USPSQD EY1961 HISTORY - 19950508 GOOD USPSQD EY1961 EY1961 STATION DESCRIPTION EY1961 EY1961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1961'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES SOUTH-SOUTHWEST OF EY1961'WINDSOR AND 6.3 MILES NORTHEAST OF WILLIAMSTON. EY1961' EY1961'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1961'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1961'FOR 5.45 MILES TO STATION ON THE RIGHT AT THE NORTHEAST SIDE OF A EY1961'FIELD ROAD AND 0.25 MILE NORTHEAST OF SR 1526. EY1961' EY1961'STATION MARK IS A STANDARD DISK STAMPED---DODGE 1980---, SET IN THE EY1961'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EY1961'THE MARK IS 37.6 FEET NORTHWEST OF THE CENTERLINE OF SOUTH BOUND EY1961'LANES, 28.5 FEET NORTHEAST OF THE CENTERLINE OF FIELD ROAD, 49.3 FEET EY1961'EAST OF SOUTH POST OF--DIXIE MOTOR CO.--SIGN, 88.0 FEET EAST-NORTHEAST EY1961'OF POWER POLE WITH REFERENCE TAG AND 171.0 FEET NORTHWEST OF 18 INCH EY1961'PINE ACROSS HIGHWAY. EY1961 EY1961 STATION RECOVERY (1980) EY1961 EY1961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1961'6.3 MI NE FROM WILLIAMSTON. EY1961'5.3 MILES SOUTH-SOUTHWEST OF WINDSOR AND EY1961'5.45 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 17 EY1961'BYPASS WITH US 13 NORTH BYPASS SOUTHWEST OF WINDSOR, ON THE RIGHT AT EY1961'THE NORTHEAST SIDE OF A FIELD ROAD AND 0.25 MILE NORTHEAST OF SR 1526, EY1961'37.6 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES, 28.5 FEET EY1961'NORTHEAST OF CENTERLINE OF FIELD ROAD, 49.3 FEET EAST OF SOUTH POST EY1961'OF DIXIE MOTOR COMPANY SIGN, 88.0 FEET EAST-NORTHEAST OF POWER POLE EY1961'WITH REFERENCE TAG AND 171.0 FEET NORTHWEST OF 18 INCH PINE ACROSS EY1961'HIGHWAY WITH REFERENCE TAG. EY1961 EY1961 STATION RECOVERY (1985) EY1961 EY1961'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY1961'RECOVERED IN GOOD CONDITION. EY1961 EY1961 STATION RECOVERY (1995) EY1961 EY1961'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1961'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2898 *********************************************************************** FX2898 DESIGNATION - DOGWOOD FX2898 PID - FX2898 FX2898 STATE/COUNTY- NC/BERTIE FX2898 USGS QUAD - MERRY HILL (1982) FX2898 FX2898 *CURRENT SURVEY CONTROL FX2898 ___________________________________________________________________ FX2898* NAD 83(1986)- 36 02 16.42338(N) 076 47 08.77184(W) ADJUSTED FX2898* NAVD 88 - 14.770 (meters) 48.46 (feet) ADJUSTED FX2898 ___________________________________________________________________ FX2898 LAPLACE CORR- -4.34 (seconds) DEFLEC99 FX2898 GEOID HEIGHT- -36.35 (meters) GEOID03 FX2898 DYNAMIC HT - 14.757 (meters) 48.42 (feet) COMP FX2898 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2898 FX2898 HORZ ORDER - SECOND FX2898 VERT ORDER - SECOND CLASS II FX2898 FX2898.The North Carolina HARNS have been completed but, FX2898.due to contractual restrictions, coordinates for these stations FX2898.will NOT be published in the near future. In the interim, the FX2898.published coordinates in North Carolina will not be FX2898.consistent with the Continuously Operating Reference Stations FX2898.(CORS). The HARN coordinates for these stations are available FX2898.upon request. Contact Gary Thompson(919-733-3836). FX2898. FX2898.In addition, the published North Carolina positions FX2898.(NAD 83 (1986)) are NOT consistent with those determined in FX2898.adjacent state readjustments. The discontinuity between stations FX2898.located in North Carolina and those in adjacent states FX2898.which have been adjusted to the HARN may be as much as 5 FX2898.decimeters. This will result in a significant loss of accuracy FX2898.over lines crossing such state borders. FX2898 FX2898 FX2898.The horizontal coordinates were established by classical geodetic methods FX2898.and adjusted by the National Geodetic Survey in January 1991. FX2898 FX2898.The orthometric height was determined by differential leveling FX2898.and adjusted by the National Geodetic Survey in June 1991. FX2898 FX2898.The Laplace correction was computed from DEFLEC99 derived deflections. FX2898 FX2898.The geoid height was determined by GEOID03. FX2898 FX2898.The dynamic height is computed by dividing the NAVD 88 FX2898.geopotential number by the normal gravity value computed on the FX2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2898.degrees latitude (g = 980.6199 gals.). FX2898 FX2898.The modeled gravity was interpolated from observed gravity values. FX2898 FX2898; North East Units Scale Factor Converg. FX2898;SPC NC - 256,030.699 809,125.599 MT 0.99996661 +1 16 40.8 FX2898;SPC NC - 839,994.05 2,654,606.24 sFT 0.99996661 +1 16 40.8 FX2898;UTM 18 - 3,989,626.869 339,121.748 MT 0.99991892 -1 03 03.0 FX2898 FX2898! - Elev Factor x Scale Factor = Combined Factor FX2898!SPC NC - 1.00000339 x 0.99996661 = 0.99997000 FX2898!UTM 18 - 1.00000339 x 0.99991892 = 0.99992231 FX2898 FX2898 SUPERSEDED SURVEY CONTROL FX2898 FX2898 NGVD 29 (01/18/91) 15.10 (m) 49.5 (f) LEVELING 3 FX2898 FX2898.Superseded values are not recommended for survey control. FX2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2898.See file dsdata.txt to determine how the superseded data were derived. FX2898 FX2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3912289627(NAD 83) FX2898_MARKER: DE = TRAVERSE STATION DISK FX2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2898_SP_SET: CONCRETE POST FX2898_STAMPING: DOGWOOD 1980 FX2898_MARK LOGO: NCGS FX2898_PROJECTION: RECESSED 10 CENTIMETERS FX2898_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2898+STABILITY: SURFACE MOTION FX2898 FX2898 HISTORY - Date Condition Report By FX2898 HISTORY - 1980 MONUMENTED NCGS FX2898 HISTORY - 1980 GOOD NCGS FX2898 FX2898 STATION DESCRIPTION FX2898 FX2898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2898'STATION IS LOCATED IN THE MIDWAY COMMUNITY AND APPROXIMATELY 9.7 MILES FX2898'EAST-NORTHEAST OF WINDSOR. FX2898' FX2898'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 BETWEEN FX2898'WINDSOR AND EDENTON, PROCEED NORTHERLY ALONG NC 45 FOR 0.25 MILE TO FX2898'STATION IN THE LEFT SHOULDER, ON THE PROJECTION OF THE NORTH SIDE OF FX2898'THE CARPORT OF A BRICK HOUSE. FX2898' FX2898'STATION MARK IS A STANDARD DISK STAMPED---DOGWOOD 1980---SET IN THE FX2898'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2898'SURFACE. MARK IS 17.3 FEET WEST OF THE CENTERLINE OF NC 45, 7.6 FEET FX2898'NORTH OF MAILBOX POST WITH REFERENCE TAG, 43.5 FEET WEST-NORTHWEST OF FX2898'SOUTH END OF CULVERT UNDER CONCRETE DRIVEWAY, 69.2 FEET SOUTHWEST OF FX2898'POWER POLE WITH REFERENCE TAG AND 120.0 FEET SOUTH-SOUTHWEST OF SOUTH FX2898'END OF CULVERT UNDER DIRT DRIVEWAY. FX2898 FX2898 STATION RECOVERY (1980) FX2898 FX2898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2898'2.0 MI NORTH FROM MERRY HILL. FX2898'9.7 MILES EAST-NORTHEAST OF WINDSOR IN THE MIDWAY COMMUNITY. FX2898'0.25 MILE NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH FX2898'US 17 BETWEEN WINDSOR AND EDENTON, IN THE LEFT SHOULDER, ON THE FX2898'PROJECTION OF THE NORTH SIDE OF THE CARPORT OF A BRICK HOUSE, 17.3 FX2898'FEET WEST OF CENTERLINE OF NC 45, 7.6 FEET NORTH OF MAILBOX POST FX2898'WITH REFERENCE TAG, 43.5 FEET WEST-NORTHWEST OF SOUTH END OF CULVERT FX2898'UNDER CONCRETE DRIVEWAY, 69.2 FEET SOUTHWEST OF POWER POLE WITH FX2898'REFERENCE TAG AND 120.0 FEET SOUTH-SOUTHWEST OF SOUTH END OF CULVERT FX2898'UNDER DIRT DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2797 *********************************************************************** FX2797 DESIGNATION - DOUBLE WIDE FX2797 PID - FX2797 FX2797 STATE/COUNTY- NC/BERTIE FX2797 USGS QUAD - WINDSOR NORTH (1981) FX2797 FX2797 *CURRENT SURVEY CONTROL FX2797 ___________________________________________________________________ FX2797* NAD 83(1986)- 36 06 44.39684(N) 076 56 41.78300(W) ADJUSTED FX2797* NAVD 88 - 18.587 (meters) 60.98 (feet) ADJUSTED FX2797 ___________________________________________________________________ FX2797 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FX2797 GEOID HEIGHT- -35.76 (meters) GEOID03 FX2797 DYNAMIC HT - 18.572 (meters) 60.93 (feet) COMP FX2797 MODELED GRAV- 979,831.4 (mgal) NAVD 88 FX2797 FX2797 HORZ ORDER - SECOND FX2797 VERT ORDER - SECOND CLASS II FX2797 FX2797.The North Carolina HARNS have been completed but, FX2797.due to contractual restrictions, coordinates for these stations FX2797.will NOT be published in the near future. In the interim, the FX2797.published coordinates in North Carolina will not be FX2797.consistent with the Continuously Operating Reference Stations FX2797.(CORS). The HARN coordinates for these stations are available FX2797.upon request. Contact Gary Thompson(919-733-3836). FX2797. FX2797.In addition, the published North Carolina positions FX2797.(NAD 83 (1986)) are NOT consistent with those determined in FX2797.adjacent state readjustments. The discontinuity between stations FX2797.located in North Carolina and those in adjacent states FX2797.which have been adjusted to the HARN may be as much as 5 FX2797.decimeters. This will result in a significant loss of accuracy FX2797.over lines crossing such state borders. FX2797 FX2797 FX2797.The horizontal coordinates were established by classical geodetic methods FX2797.and adjusted by the National Geodetic Survey in January 1991. FX2797 FX2797.The orthometric height was determined by differential leveling FX2797.and adjusted by the National Geodetic Survey in June 1991. FX2797 FX2797.The Laplace correction was computed from DEFLEC99 derived deflections. FX2797 FX2797.The geoid height was determined by GEOID03. FX2797 FX2797.The dynamic height is computed by dividing the NAVD 88 FX2797.geopotential number by the normal gravity value computed on the FX2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2797.degrees latitude (g = 980.6199 gals.). FX2797 FX2797.The modeled gravity was interpolated from observed gravity values. FX2797 FX2797; North East Units Scale Factor Converg. FX2797;SPC NC - 263,979.875 794,613.961 MT 0.99998529 +1 11 10.0 FX2797;SPC NC - 866,073.97 2,606,995.97 sFT 0.99998529 +1 11 10.0 FX2797;UTM 18 - 3,998,159.386 324,945.786 MT 0.99997759 -1 08 47.7 FX2797 FX2797! - Elev Factor x Scale Factor = Combined Factor FX2797!SPC NC - 1.00000270 x 0.99998529 = 0.99998799 FX2797!UTM 18 - 1.00000270 x 0.99997759 = 0.99998029 FX2797 FX2797 SUPERSEDED SURVEY CONTROL FX2797 FX2797 NGVD 29 (01/18/91) 18.96 (m) 62.2 (f) LEVELING 3 FX2797 FX2797.Superseded values are not recommended for survey control. FX2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2797.See file dsdata.txt to determine how the superseded data were derived. FX2797 FX2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2494698159(NAD 83) FX2797_MARKER: DE = TRAVERSE STATION DISK FX2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2797_SP_SET: CONCRETE POST FX2797_STAMPING: DOUBLE WIDE 1980 FX2797_MARK LOGO: NCGS FX2797_PROJECTION: RECESSED 8 CENTIMETERS FX2797_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2797+STABILITY: SURFACE MOTION FX2797 FX2797 HISTORY - Date Condition Report By FX2797 HISTORY - 1980 MONUMENTED NCGS FX2797 HISTORY - 1980 GOOD NCGS FX2797 HISTORY - 1985 GOOD USPSQD FX2797 FX2797 STATION DESCRIPTION FX2797 FX2797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2797'STATION IS LOCATED IN ASKEWVILLE AND APPROXIMATELY 8.0 MILES NORTH OF FX2797'WINDSOR. FX2797' FX2797'TO REACH STATION FROM THE INTERSECTION OF SR 1304 WITH SR 1349 IN FX2797'ASKEWVILLE, PROCEED NORTHWEST ALONG SR 1304 FOR 0.05 MILE TO STATION FX2797'IN THE LEFT SHOULDER, DIRECTLY IN FRONT OF A WHITE DOUBLE WIDE MOBILE FX2797'HOME. FX2797' FX2797'STATION MARK IS A STANDARD DISK STAMPED---DOUBLE WIDE 1980---SET IN FX2797'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE FX2797'GROUND SURFACE AND 1 FOOT BELOW ROAD. MARK IS 12.6 FEET SOUTHWEST OF FX2797'CENTERLINE OF SR 1304, 78.7 FEET NORTHEAST OF NORTH CORNER OF MOBILE FX2797'HOME AND 79.0 FEET NORTH-NORTHEAST OF EAST CORNER OF MOBILE HOME, 19.2 FX2797'FEET EAST-SOUTHEAST OF SOUTHEAST END OF CULVERT AND 50.0 FEET FX2797'NORTHWEST OF NORTHWEST END OF CULVERT, 74.7 FEET NORTHWEST OF POWER FX2797'POLE 66 WITH REFERENCE TAG AND 91.6 FEET SOUTH-SOUTHEAST OF 24 INCH FX2797'PINE WITH REFERENCE TAG. FX2797 FX2797 STATION RECOVERY (1980) FX2797 FX2797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2797'IN ASKEWVILLE. FX2797'8.0 MILES NORTH OF WINDSOR IN ASKEWVILLE. FX2797'0.05 MILES NORTHWEST ALONG SR 1304 FROM INTERSECTION WITH SR 1349 IN FX2797'ASKEWVILLE, IN THE LEFT SHOULDER, DIRECTLY IN FRONT OF A WHITE DOUBLE FX2797'WIDE MOBILE HOME, 12.6 FEET SOUTHWEST OF CENTERLINE OF SR 1304, 78.7 FX2797'FEET NORTHEAST OF NORTH CORNER OF MOBILE HOME AND 79.0 FEET NORTH FX2797'NORTHEAST OF EAST CORNER, 19.2 FEET EAST-SOUTHEAST OF SOUTHEAST END OF FX2797'CULVERT, 50.0 FEET NORTHWEST OF NORTHWEST END, 74.7 FEET NORTHWEST FX2797'OF POWER POLE 66 WITH REFERENCE TAG AND 91.6 FEET SOUTH-SOUTHEAST OF FX2797'24 INCH PINE WITH REFERENCE TAG. FX2797 FX2797 STATION RECOVERY (1985) FX2797 FX2797'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2797'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1964 *********************************************************************** EY1964 DESIGNATION - DRAIN EY1964 PID - EY1964 EY1964 STATE/COUNTY- NC/BERTIE EY1964 USGS QUAD - WINDSOR SOUTH (1978) EY1964 EY1964 *CURRENT SURVEY CONTROL EY1964 ___________________________________________________________________ EY1964* NAD 83(1986)- 35 56 40.74239(N) 076 57 30.94032(W) ADJUSTED EY1964* NAVD 88 - 3.075 (meters) 10.09 (feet) ADJUSTED EY1964 ___________________________________________________________________ EY1964 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EY1964 GEOID HEIGHT- -36.01 (meters) GEOID03 EY1964 DYNAMIC HT - 3.073 (meters) 10.08 (feet) COMP EY1964 MODELED GRAV- 979,819.2 (mgal) NAVD 88 EY1964 EY1964 HORZ ORDER - SECOND EY1964 VERT ORDER - SECOND CLASS II EY1964 EY1964.The North Carolina HARNS have been completed but, EY1964.due to contractual restrictions, coordinates for these stations EY1964.will NOT be published in the near future. In the interim, the EY1964.published coordinates in North Carolina will not be EY1964.consistent with the Continuously Operating Reference Stations EY1964.(CORS). The HARN coordinates for these stations are available EY1964.upon request. Contact Gary Thompson(919-733-3836). EY1964. EY1964.In addition, the published North Carolina positions EY1964.(NAD 83 (1986)) are NOT consistent with those determined in EY1964.adjacent state readjustments. The discontinuity between stations EY1964.located in North Carolina and those in adjacent states EY1964.which have been adjusted to the HARN may be as much as 5 EY1964.decimeters. This will result in a significant loss of accuracy EY1964.over lines crossing such state borders. EY1964 EY1964 EY1964.The horizontal coordinates were established by classical geodetic methods EY1964.and adjusted by the National Geodetic Survey in January 1991. EY1964 EY1964.The orthometric height was determined by differential leveling EY1964.and adjusted by the National Geodetic Survey in June 1991. EY1964 EY1964.The Laplace correction was computed from DEFLEC99 derived deflections. EY1964 EY1964.The geoid height was determined by GEOID03. EY1964 EY1964.The dynamic height is computed by dividing the NAVD 88 EY1964.geopotential number by the normal gravity value computed on the EY1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1964.degrees latitude (g = 980.6199 gals.). EY1964 EY1964.The modeled gravity was interpolated from observed gravity values. EY1964 EY1964; North East Units Scale Factor Converg. EY1964;SPC NC - 245,353.209 793,767.395 MT 0.99994560 +1 10 41.7 EY1964;SPC NC - 804,962.99 2,604,218.53 sFT 0.99994560 +1 10 41.7 EY1964;UTM 18 - 3,979,582.246 323,342.473 MT 0.99998455 -1 08 60.0 EY1964 EY1964! - Elev Factor x Scale Factor = Combined Factor EY1964!SPC NC - 1.00000517 x 0.99994560 = 0.99995077 EY1964!UTM 18 - 1.00000517 x 0.99998455 = 0.99998972 EY1964 EY1964 SUPERSEDED SURVEY CONTROL EY1964 EY1964 NGVD 29 (01/18/91) 3.41 (m) 11.2 (f) LEVELING 3 EY1964 EY1964.Superseded values are not recommended for survey control. EY1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1964.See file dsdata.txt to determine how the superseded data were derived. EY1964 EY1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2334279582(NAD 83) EY1964_MARKER: DE = TRAVERSE STATION DISK EY1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1964_SP_SET: CONCRETE POST EY1964_STAMPING: DRAIN 1980 EY1964_MARK LOGO: NCGS EY1964_PROJECTION: RECESSED 15 CENTIMETERS EY1964_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1964+STABILITY: SURFACE MOTION EY1964 EY1964 HISTORY - Date Condition Report By EY1964 HISTORY - 1980 MONUMENTED NCGS EY1964 HISTORY - 1980 GOOD NCGS EY1964 HISTORY - 1987 GOOD USPSQD EY1964 HISTORY - 19950508 GOOD USPSQD EY1964 EY1964 STATION DESCRIPTION EY1964 EY1964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1964'STATION IS LOCATED APPROXIMATELY 3.6 MILES SOUTH OF WINDSOR AND 8.4 EY1964'MILES NORTHEAST OF WILLIAMSTON. EY1964' EY1964'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1964'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1964'FOR 2.8 MILES TO STATION IN THE LEFT SHOULDER AT A GUY POLE AND 0.2 EY1964'MILE NORTH OF THE BRIDGE OVER ROQUIST CREEK. EY1964' EY1964'STATION MARK IS A STANDARD DISK STAMPED---DRAIN 1980---SET IN THE TOP EY1964'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EY1964'SURFACE. THE MARK IS 31.2 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH EY1964'BOUND LANES, 41.1 FEET NORTH-NORTHWEST OF GUY POLE WITH REFERENCE TAG, EY1964'130.4 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 82.5 FEET EY1964'EAST-NORTHEAST OF CENTER OF SOUTH METAL DRAINAGE COVER AND 106.7 FEET EY1964'SOUTH OF CENTER OF NORTH METAL DRAINAGE COVER. EY1964 EY1964 STATION RECOVERY (1980) EY1964 EY1964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1964'3.6 MI SOUTH FROM WINDSOR. EY1964'8.4 MILES NORTHEAST OF WILLIAMSTON AND EY1964'2.8 MILES SOUTHERLY ALONG US 17/ US 13 FROM INTERSECTION WITH US 13 EY1964'NORTH BYPASS SOUTHWEST OF WINDSOR, IN THE LEFT SHOULDER AT A GUY POLE EY1964'AND 0.2 MILE NORTH OF THE BRIDGE OVER ROQUIST CREEK, 31.2 FEET EY1964'EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES, 41.1 FEET EY1964'NORTH-NORTHWEST OF GUY POLE WITH REFERENCE TAG, 130.4 FEET EAST-SOUTH EY1964'EAST OF POWER POLE WITH REFERENCE TAG, 82.5 FEET EAST-NORTHEAST OF EY1964'CENTER OF SOUTH METAL DRAINAGE COVER AND 106.7 FEET SOUTH OF CENTER EY1964'OF ONE TO THE NORTH. EY1964 EY1964 STATION RECOVERY (1987) EY1964 EY1964'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EY1964'RECOVERED IN GOOD CONDITION. EY1964 EY1964 STATION RECOVERY (1995) EY1964 EY1964'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1964'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2813 *********************************************************************** FX2813 DESIGNATION - DUNLOW FX2813 PID - FX2813 FX2813 STATE/COUNTY- NC/BERTIE FX2813 USGS QUAD - WINDSOR NORTH (1981) FX2813 FX2813 *CURRENT SURVEY CONTROL FX2813 ___________________________________________________________________ FX2813* NAD 83(1986)- 36 01 58.57948(N) 076 57 29.69409(W) ADJUSTED FX2813* NAVD 88 - 7.499 (meters) 24.60 (feet) ADJUSTED FX2813 ___________________________________________________________________ FX2813 LAPLACE CORR- -4.66 (seconds) DEFLEC99 FX2813 GEOID HEIGHT- -35.84 (meters) GEOID03 FX2813 DYNAMIC HT - 7.493 (meters) 24.58 (feet) COMP FX2813 MODELED GRAV- 979,828.0 (mgal) NAVD 88 FX2813 FX2813 HORZ ORDER - SECOND FX2813 VERT ORDER - SECOND CLASS II FX2813 FX2813.The North Carolina HARNS have been completed but, FX2813.due to contractual restrictions, coordinates for these stations FX2813.will NOT be published in the near future. In the interim, the FX2813.published coordinates in North Carolina will not be FX2813.consistent with the Continuously Operating Reference Stations FX2813.(CORS). The HARN coordinates for these stations are available FX2813.upon request. Contact Gary Thompson(919-733-3836). FX2813. FX2813.In addition, the published North Carolina positions FX2813.(NAD 83 (1986)) are NOT consistent with those determined in FX2813.adjacent state readjustments. The discontinuity between stations FX2813.located in North Carolina and those in adjacent states FX2813.which have been adjusted to the HARN may be as much as 5 FX2813.decimeters. This will result in a significant loss of accuracy FX2813.over lines crossing such state borders. FX2813 FX2813 FX2813.The horizontal coordinates were established by classical geodetic methods FX2813.and adjusted by the National Geodetic Survey in January 1991. FX2813 FX2813.The orthometric height was determined by differential leveling FX2813.and adjusted by the National Geodetic Survey in June 1991. FX2813 FX2813.The Laplace correction was computed from DEFLEC99 derived deflections. FX2813 FX2813.The geoid height was determined by GEOID03. FX2813 FX2813.The dynamic height is computed by dividing the NAVD 88 FX2813.geopotential number by the normal gravity value computed on the FX2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2813.degrees latitude (g = 980.6199 gals.). FX2813 FX2813.The modeled gravity was interpolated from observed gravity values. FX2813 FX2813; North East Units Scale Factor Converg. FX2813;SPC NC - 255,147.680 793,597.157 MT 0.99996542 +1 10 42.4 FX2813;SPC NC - 837,097.01 2,603,660.01 sFT 0.99996542 +1 10 42.4 FX2813;UTM 18 - 3,989,375.824 323,570.483 MT 0.99998356 -1 09 08.1 FX2813 FX2813! - Elev Factor x Scale Factor = Combined Factor FX2813!SPC NC - 1.00000445 x 0.99996542 = 0.99996987 FX2813!UTM 18 - 1.00000445 x 0.99998356 = 0.99998801 FX2813 FX2813 SUPERSEDED SURVEY CONTROL FX2813 FX2813 NGVD 29 (01/18/91) 7.84 (m) 25.7 (f) LEVELING 3 FX2813 FX2813.Superseded values are not recommended for survey control. FX2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2813.See file dsdata.txt to determine how the superseded data were derived. FX2813 FX2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2357089376(NAD 83) FX2813_MARKER: DE = TRAVERSE STATION DISK FX2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2813_SP_SET: CONCRETE POST FX2813_STAMPING: DUNLOW 1980 FX2813_MARK LOGO: NCGS FX2813_PROJECTION: RECESSED 3 CENTIMETERS FX2813_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2813+STABILITY: SURFACE MOTION FX2813 FX2813 HISTORY - Date Condition Report By FX2813 HISTORY - 1980 MONUMENTED NCGS FX2813 HISTORY - 1980 GOOD NCGS FX2813 HISTORY - 1985 GOOD USPSQD FX2813 HISTORY - 19950821 GOOD USPSQD FX2813 FX2813 STATION DESCRIPTION FX2813 FX2813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2813'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF WINDSOR AND FX2813'5.4 MILES SOUTH OF ASKEWVILLE. FX2813' FX2813'TO REACH THE STATION FROM INTERSECTION OF US 13 WITH US 13 BUSINESS FX2813'NORTH OF WINDSOR, PROCEED NORTHERLY ALONG US 13 FOR 1.5 MILES TO FX2813'STATION ON THE RIGHT IN THE YARD OF A BRICK HOUSE AND 0.2 MILE FX2813'SOUTHEAST OF SR 1302. FX2813' FX2813'STATION IS A STANDARD DISK STAMPED---DUNLOW 1980---SET IN THE TOP OF FX2813'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE AND FX2813'2 FEET BELOW CENTERLINE OF HIGHWAY. MARK IS 38.4 FEET EAST-NORTHEAST FX2813'OF CENTERLINE OF US 13, 9.4 FEET NORTH-NORTHWEST OF PROJECTION OF THE FX2813'NORTH SIDE OF BRICK HOUSE, 71.5 FEET NORTH-NORTHWEST OF NORTH END OF FX2813'CULVERT, 85.5 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE FX2813'AND 59.1 FEET WEST OF NORTHWEST CORNER OF BRICK HOUSE. FX2813 FX2813 STATION RECOVERY (1980) FX2813 FX2813'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2813'2.5 MI NORTH FROM WINDSOR. FX2813'5.4 MILES SOUTH OF ASKEWVILLE. FX2813'1.5 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH US 13 BUSINESS FX2813'NORTH OF WINDSOR, ON THE RIGHT IN THE YARD OF A BRICK HOUSE AND 0.2 FX2813'MILE SOUTHEAST OF SR 1302, 38.4 FEET EAST-NORTHEAST OF CENTERLINE OF FX2813'US 13, 9.4 FEET NORTH-NORTHWEST OF PROJECTION OF THE NORTH SIDE OF FX2813'BRICK HOUSE, 71.5 FEET NORTH-NORTHWEST OF NORTH END OF CULVERT, 85.5 FX2813'FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE AND 59.1 FEET FX2813'WEST OF NORTHWEST CORNER. FX2813 FX2813 STATION RECOVERY (1985) FX2813 FX2813'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2813'RECOVERED IN GOOD CONDITION. FX2813 FX2813 STATION RECOVERY (1995) FX2813 FX2813'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2813'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1976 *********************************************************************** EY1976 DESIGNATION - EASY EY1976 PID - EY1976 EY1976 STATE/COUNTY- NC/BERTIE EY1976 USGS QUAD - WOODARD (1979) EY1976 EY1976 *CURRENT SURVEY CONTROL EY1976 ___________________________________________________________________ EY1976* NAD 83(1986)- 35 58 22.35244(N) 076 45 35.25604(W) ADJUSTED EY1976* NAVD 88 - 10.643 (meters) 34.92 (feet) ADJUSTED EY1976 ___________________________________________________________________ EY1976 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EY1976 GEOID HEIGHT- -36.48 (meters) GEOID03 EY1976 DYNAMIC HT - 10.634 (meters) 34.89 (feet) COMP EY1976 MODELED GRAV- 979,803.1 (mgal) NAVD 88 EY1976 EY1976 HORZ ORDER - SECOND EY1976 VERT ORDER - SECOND CLASS II EY1976 EY1976.The North Carolina HARNS have been completed but, EY1976.due to contractual restrictions, coordinates for these stations EY1976.will NOT be published in the near future. In the interim, the EY1976.published coordinates in North Carolina will not be EY1976.consistent with the Continuously Operating Reference Stations EY1976.(CORS). The HARN coordinates for these stations are available EY1976.upon request. Contact Gary Thompson(919-733-3836). EY1976. EY1976.In addition, the published North Carolina positions EY1976.(NAD 83 (1986)) are NOT consistent with those determined in EY1976.adjacent state readjustments. The discontinuity between stations EY1976.located in North Carolina and those in adjacent states EY1976.which have been adjusted to the HARN may be as much as 5 EY1976.decimeters. This will result in a significant loss of accuracy EY1976.over lines crossing such state borders. EY1976 EY1976 EY1976.The horizontal coordinates were established by classical geodetic methods EY1976.and adjusted by the National Geodetic Survey in January 1991. EY1976 EY1976.The orthometric height was determined by differential leveling EY1976.and adjusted by the National Geodetic Survey in June 1991. EY1976 EY1976.The Laplace correction was computed from DEFLEC99 derived deflections. EY1976 EY1976.The geoid height was determined by GEOID03. EY1976 EY1976.The dynamic height is computed by dividing the NAVD 88 EY1976.geopotential number by the normal gravity value computed on the EY1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1976.degrees latitude (g = 980.6199 gals.). EY1976 EY1976.The modeled gravity was interpolated from observed gravity values. EY1976 EY1976; North East Units Scale Factor Converg. EY1976;SPC NC - 248,870.820 811,628.746 MT 0.99995167 +1 17 34.7 EY1976;SPC NC - 816,503.68 2,662,818.64 sFT 0.99995167 +1 17 34.7 EY1976;UTM 18 - 3,982,371.550 341,331.914 MT 0.99991022 -1 02 02.1 EY1976 EY1976! - Elev Factor x Scale Factor = Combined Factor EY1976!SPC NC - 1.00000406 x 0.99995167 = 0.99995573 EY1976!UTM 18 - 1.00000406 x 0.99991022 = 0.99991428 EY1976 EY1976 SUPERSEDED SURVEY CONTROL EY1976 EY1976 NGVD 29 (01/18/91) 10.96 (m) 36.0 (f) LEVELING 3 EY1976 EY1976.Superseded values are not recommended for survey control. EY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1976.See file dsdata.txt to determine how the superseded data were derived. EY1976 EY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4133282372(NAD 83) EY1976_MARKER: DH = HORIZONTAL CONTROL DISK EY1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1976_SP_SET: CONCRETE POST EY1976_STAMPING: EASY 1981 EY1976_MARK LOGO: NCGS EY1976_PROJECTION: FLUSH EY1976_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1976+STABILITY: SURFACE MOTION EY1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1976+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997 EY1976 EY1976 HISTORY - Date Condition Report By EY1976 HISTORY - 1981 MONUMENTED NCGS EY1976 HISTORY - 1981 GOOD NCGS EY1976 HISTORY - 19970224 GOOD NCGS EY1976 EY1976 STATION DESCRIPTION EY1976 EY1976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1976'STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH-SOUTHEAST OF EY1976'MERRY HILL AND 8.0 MILES NORTH OF PLYMOUTH. EY1976' EY1976'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 AT MIDWAY, EY1976'PROCEED SOUTHERLY ALONG US 17 FOR 4.45 MILES TO STATION ON THE RIGHT, EY1976'ACROSS DITCH, AND 0.2 MILE NORTHWEST OF SR 1509. EY1976' EY1976'STATION MARK IS A STANDARD DISK STAMPED---EASY 1981---SET IN THE TOP EY1976'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY1976'MARK IS 55.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 41.8 EY1976'FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 63.1 FEET EY1976'NORTH-NORTHEAST OF A 10 INCH PINE WITH REFERENCE TAG AND 4.2 FEET EY1976'NORTH-NORTHWEST OF WITNESS POST WITH REFERENCE TAG. EY1976 EY1976 STATION RECOVERY (1981) EY1976 EY1976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1976'2.7 MI SSE FROM MERRY HILL. EY1976'8.0 MILES NORTH OF PLYMOUTH. EY1976'4.45 MILES SOUTHERLY ALONG US 17 FROM INTERSECTION OF NC 45 WITH EY1976'US 17 AT MIDWAY, ON THE RIGHT ACROSS DITCH AND 0.2 MILE NORTHWEST OF EY1976'SR 1509, 55.7 FEET WEST-SOUTHWEST OF CENTERLINE OF HIGHWAY, 41.8 FEET EY1976'EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 63.1 FEET NORTH EY1976'NORTHEAST OF 10 INCH PINE WITH REFERENCE TAG AND 4.2 FEET NORTH EY1976'NORTHWEST OF WITNESS POST WITH REFERENCE TAG. EY1976 EY1976 STATION RECOVERY (1997) EY1976 EY1976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY1976'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3856 *********************************************************************** FX3856 DESIGNATION - EDEN 2 RESET FX3856 PID - FX3856 FX3856 STATE/COUNTY- NC/BERTIE FX3856 USGS QUAD - EDENHOUSE (1982) FX3856 FX3856 *CURRENT SURVEY CONTROL FX3856 ___________________________________________________________________ FX3856* NAD 83(1986)- 36 02 34.86012(N) 076 42 28.18533(W) ADJUSTED FX3856* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3856 ___________________________________________________________________ FX3856 LAPLACE CORR- -3.13 (seconds) DEFLEC99 FX3856 GEOID HEIGHT- -36.50 (meters) GEOID03 FX3856 FX3856 HORZ ORDER - SECOND FX3856 FX3856.The North Carolina HARNS have been completed but, FX3856.due to contractual restrictions, coordinates for these stations FX3856.will NOT be published in the near future. In the interim, the FX3856.published coordinates in North Carolina will not be FX3856.consistent with the Continuously Operating Reference Stations FX3856.(CORS). The HARN coordinates for these stations are available FX3856.upon request. Contact Gary Thompson(919-733-3836). FX3856. FX3856.In addition, the published North Carolina positions FX3856.(NAD 83 (1986)) are NOT consistent with those determined in FX3856.adjacent state readjustments. The discontinuity between stations FX3856.located in North Carolina and those in adjacent states FX3856.which have been adjusted to the HARN may be as much as 5 FX3856.decimeters. This will result in a significant loss of accuracy FX3856.over lines crossing such state borders. FX3856 FX3856 FX3856.The horizontal coordinates were established by classical geodetic methods FX3856.and adjusted by the National Geodetic Survey in July 1986. FX3856 FX3856.The orthometric height was scaled from a topographic map. FX3856 FX3856.The Laplace correction was computed from DEFLEC99 derived deflections. FX3856 FX3856.The geoid height was determined by GEOID03. FX3856 FX3856; North East Units Scale Factor Converg. FX3856;SPC NC - 256,758.199 816,134.493 MT 0.99996784 +1 19 22.7 FX3856;SPC NC - 842,380.86 2,677,601.25 sFT 0.99996784 +1 19 22.7 FX3856;UTM 18 - 3,990,068.987 346,153.975 MT 0.99989164 -1 00 18.3 FX3856 FX3856! - Elev Factor x Scale Factor = Combined Factor FX3856!SPC NC - 1.00000547 x 0.99996784 = 0.99997331 FX3856!UTM 18 - 1.00000547 x 0.99989164 = 0.99989711 FX3856 FX3856: Primary Azimuth Mark Grid Az FX3856:SPC NC - LAWRENCE 342 49 25.7 FX3856:UTM 18 - LAWRENCE 345 09 06.7 FX3856 FX3856|---------------------------------------------------------------------| FX3856| PID Reference Object Distance Geod. Az | FX3856| dddmmss.s | FX3856| FX3860 HOUSE 109.680 METERS 11154 | FX3856| FX4761 EDEN 2 RM 3 17201 | FX3856| FX4760 EDEN 2 RM 2 24.470 METERS 19613 | FX3856| FX3857 EDEN 2 RM 1 36.653 METERS 24427 | FX3856| FX3861 LAWRENCE APPROX. 6.1 KM 3440848.4 | FX3856|---------------------------------------------------------------------| FX3856 FX3856 SUPERSEDED SURVEY CONTROL FX3856 FX3856 NAD 27 - 36 02 34.28300(N) 076 42 29.38300(W) AD( ) 2 FX3856 FX3856.Superseded values are not recommended for survey control. FX3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3856.See file dsdata.txt to determine how the superseded data were derived. FX3856 FX3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4615490069(NAD 83) FX3856_MARKER: N = NAIL FX3856_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE FX3856_SP_SET: IN CONCRETE IN A CLAY TILE PIPE FX3856 FX3856 HISTORY - Date Condition Report By FX3856 HISTORY - 1909 MONUMENTED CGS FX3856 HISTORY - 1931 SEE DESCRIPTION CGS FX3856 HISTORY - 1934 SEE DESCRIPTION CGS FX3856 HISTORY - 1942 MARK NOT FOUND CGS FX3856 HISTORY - 1979 MARK NOT FOUND NCGS FX3856 FX3856 STATION DESCRIPTION FX3856 FX3856'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3856'ON W SHORE OF CHOWAN RIVER, AT W END OF TOLL BRIDGE OVER CHOWAN FX3856'RIVER, ON EDENHOUSE POINT, WHICH IS A SAND SPIT EXTENDING ABOUT FX3856'100 YARDS ALONG OUTER EDGE OF WOODED SWAMP, 35 YARDS FROM WOODS, FX3856'AND BETWEEN STORMWATER LINE AND EDGE OF WATER. ORIGINAL STATION FX3856'MARK WAS A NAIL IN 8 INCH SQUARE BLOCK OF CONCRETE SURMOUNTED BY FX3856'NAIL IN TOP OF 4 INCH DRAIN TILE WHICH WAS FILLED WITH AND SET IN FX3856'CONCRETE WITH THE BELL OF THE TILE DOWN. REFERENCE MARK WAS THE FX3856'SAME AS STATION MARK EXCEPT THAT THE BELL OF THE TILE WAS PLACED FX3856'UPWARD. FX3856 FX3856 STATION RECOVERY (1931) FX3856 FX3856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 FX3856'IN 1931--STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A, FX3856'STAMPED R.M. 1 EDEN 2 1909 1931 WAS USED TO RE-MARK STATION AND FX3856'BRONZE DISK IN CONCRETE, NOTE 1A, STAMPED EDEN 2 1909-1931 WAS FX3856'USED TO RE-MARK REFERENCE MARK. TWO BRONZE DISKS IN CONCRETE, FX3856'NOTE 11A, WERE ESTABLISHED WITH ARROWS POINTING TOWARD REFERENCE FX3856'MARK NO.1. FX3856 FX3856 STATION RECOVERY (1934) FX3856 FX3856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FX3856'IN 1931--STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A, FX3856'STAMPED R.M. 1 EDEN 2 1909 1931 WAS USED TO RE-MARK STATION AND FX3856'BRONZE DISK IN CONCRETE, NOTE 1A, STAMPED EDEN 2 1909-1931 WAS FX3856'USED TO RE-MARK REFERENCE MARK. TWO BRONZE DISKS IN CONCRETE, FX3856'NOTE 11A, WERE ESTABLISHED WITH ARROWS POINTING TOWARD REFERENCE FX3856'MARK NO.1. IN 1934--REFERENCE MARK, WHICH HAD BEEN USED TO FX3856'RE-MARK STATION IN 1931, WAS FOUND OVERTURNED. UNDERGROUND MARK FX3856'WAS RECOVERED AND SURFACE MARK, CONSISTING OF BRONZE DISK STAMPED FX3856'EDEN 2 1909-31, WAS SET IN TOP OF 8-INCH SQUARE POST OF CONCRETE FX3856'WHICH WAS IMBEDDED IN SLAB OF CONCRETE 2 FEET SQUARE BY 6 INCHES FX3856'THICK. STATION DISK WAS REMOVED FROM REFERENCE MARK NO.1 AND FX3856'REPLACED BY BRONZE DISK STAMPED EDEN 2 1909-31 R.M. 1. DISTANCES FX3856'AND AZIMUTH FROM STATION TO FOLLOWING POINTS ARE--EDEN 2 REFERENCE FX3856'MARK NO.1 (SEE DESCRIPTION THEREOF), 36.64 METERS (120.2 FEET), S FX3856'64 DEG 27 MIN W. REFERENCE MARK NO.2, 24.47 METERS (80.3 FEET), FX3856'S 16 DEG 13 MIN W. REFERENCE MARK NO.3, ABOUT 75 METERS (246 FX3856'FEET), S 7 DEG 59 MIN E. SMALL PINE WITH SQUARE BLAZE, 177.02 FX3856'METERS (580.8 FEET), S 13 DEG 31 MIN E. LARGE CYPRESS WITH FX3856'DIAMOND-SHADED BLAZE, 32.43 METERS (106.4 FEET), S 61 DEG 25 MIN FX3856'W. AND LARGE CYPRESS WIT TRIANGULAR BLAZE, 27.72 METERS (90.9 FX3856'FEET), S 78 DEG 2 MIN W. FX3856 FX3856 STATION RECOVERY (1942) FX3856 FX3856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW) FX3856'THIS MARK WAS NOT RECOVERED. THE DISTANCE AS GIVEN IN THE FX3856'ORIGINAL DESCRIPTON PUT THIS MARK IN THE WATER. THE REFERENCE FX3856'MARKS RECOVERED IN GOOD CONDITION. FX3856 FX3856 STATION RECOVERY (1979) FX3856 FX3856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CFH) FX3856'MARKS NOT RECOVERED. SEARCHED FOR BUT BELIEVED DESTROYED BY FX3856'CONSTRUCTION ALONG SHORE LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3857 *********************************************************************** FX3857 DESIGNATION - EDEN 2 RM 1 FX3857 PID - FX3857 FX3857 STATE/COUNTY- NC/BERTIE FX3857 USGS QUAD - EDENHOUSE (1982) FX3857 FX3857 *CURRENT SURVEY CONTROL FX3857 ___________________________________________________________________ FX3857* NAD 83(1986)- 36 02 34.34713(N) 076 42 29.50635(W) ADJUSTED FX3857* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3857 ___________________________________________________________________ FX3857 LAPLACE CORR- -3.13 (seconds) DEFLEC99 FX3857 GEOID HEIGHT- -36.50 (meters) GEOID03 FX3857 FX3857 HORZ ORDER - SECOND FX3857 FX3857.The North Carolina HARNS have been completed but, FX3857.due to contractual restrictions, coordinates for these stations FX3857.will NOT be published in the near future. In the interim, the FX3857.published coordinates in North Carolina will not be FX3857.consistent with the Continuously Operating Reference Stations FX3857.(CORS). The HARN coordinates for these stations are available FX3857.upon request. Contact Gary Thompson(919-733-3836). FX3857. FX3857.In addition, the published North Carolina positions FX3857.(NAD 83 (1986)) are NOT consistent with those determined in FX3857.adjacent state readjustments. The discontinuity between stations FX3857.located in North Carolina and those in adjacent states FX3857.which have been adjusted to the HARN may be as much as 5 FX3857.decimeters. This will result in a significant loss of accuracy FX3857.over lines crossing such state borders. FX3857 FX3857 FX3857.The horizontal coordinates were established by classical geodetic methods FX3857.and adjusted by the National Geodetic Survey in July 1986. FX3857 FX3857.The orthometric height was scaled from a topographic map. FX3857 FX3857.The Laplace correction was computed from DEFLEC99 derived deflections. FX3857 FX3857.The geoid height was determined by GEOID03. FX3857 FX3857; North East Units Scale Factor Converg. FX3857;SPC NC - 256,741.629 816,101.800 MT 0.99996780 +1 19 21.9 FX3857;SPC NC - 842,326.49 2,677,493.99 sFT 0.99996780 +1 19 21.9 FX3857;UTM 18 - 3,990,053.760 346,120.638 MT 0.99989177 -1 00 19.0 FX3857 FX3857! - Elev Factor x Scale Factor = Combined Factor FX3857!SPC NC - 1.00000547 x 0.99996780 = 0.99997327 FX3857!UTM 18 - 1.00000547 x 0.99989177 = 0.99989724 FX3857 FX3857: Primary Azimuth Mark Grid Az FX3857:SPC NC - LAWRENCE 343 09 36.9 FX3857:UTM 18 - LAWRENCE 345 29 17.8 FX3857 FX3857|---------------------------------------------------------------------| FX3857| PID Reference Object Distance Geod. Az | FX3857| dddmmss.s | FX3857| FX3856 EDEN 2 RESET 36.653 METERS 06427 | FX3857| FX4760 EDEN 2 RM 2 27.360 METERS 10617 | FX3857| FX4761 EDEN 2 RM 3 1432821.8 | FX3857| FX3861 LAWRENCE APPROX. 6.2 KM 3442858.8 | FX3857|---------------------------------------------------------------------| FX3857 FX3857 SUPERSEDED SURVEY CONTROL FX3857 FX3857 NAD 27 - 36 02 33.77000(N) 076 42 30.70300(W) AD( ) 2 FX3857 FX3857.Superseded values are not recommended for survey control. FX3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3857.See file dsdata.txt to determine how the superseded data were derived. FX3857 FX3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4612190054(NAD 83) FX3857_MARKER: N = NAIL FX3857_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE FX3857_SP_SET: IN CONCRETE IN A CLAY TILE PIPE FX3857 FX3857 HISTORY - Date Condition Report By FX3857 HISTORY - 1909 MONUMENTED CGS FX3857 HISTORY - 1931 SEE DESCRIPTION CGS FX3857 HISTORY - 1934 GOOD CGS FX3857 HISTORY - 1942 GOOD CGS FX3857 HISTORY - 1951 GOOD CGS FX3857 HISTORY - 1963 GOOD CGS FX3857 FX3857 STATION DESCRIPTION FX3857 FX3857'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3857'ON W SHORE OF CHOWAN RIVER, AT W END OF TOLL BRIDGE OVER CHOWAN FX3857'RIVER, AND ON EDENHOUSE POINT. ORIGINAL MARK WAS NAIL IN 8-INCH FX3857'SQUARE BLOCK OF CONCRETE SURMOUNTED BY NAIL IN TOP OF 4-INCH DRAIN FX3857'TILE WHICH WAS FILLED WITH AND SET IN CONCRETE WITH THE BELL OF FX3857'THE TILE PLACED UPWARD. IN 1931-- BRONZE DISK IN CONCRETE, NOTE FX3857 FX3857 STATION RECOVERY (1931) FX3857 FX3857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 FX3857'IN 1931-- BRONZE DISK IN CONCRETE, NOTE FX3857'1A, STAMPED EDEN 2 1909-1931 WAS USED TO RE-MARK REFERENCE POINT. FX3857'AND STATION EDEN 2 (SEE DESCRIPTION THEREOF) WAS RE-MARKED WITH FX3857'BRONZE DISK IN CONCRETE, NOTE 11A, STAMPED R.M. 1 EDEN 2 FX3857'1909-1931. REFERENCE MARKS NOS. 2 AND 3, CONSISTING OF BRONZE FX3857'DISKS IN CONCRETE, NOTE 11A, WERE ESTABLISHED WITH ARROWS POINTING FX3857'TOWARD ORIGINAL REFERENCE MARK WHICH HAD BEEN RE-MARKED WITH FX3857'BRONZE DISK. NO.2 WAS 27.36 METERS (89.8 FEET) (SLOPE) DISTANT IN FX3857'BEARING S 73 DEG 43 MIN E. AND NO.3 WAS APPROXIMATELY 82 METERS FX3857'(269 FEET) DISTANT IN BEARING S 36 DEG 32 MIN E. STATION EDEN 2 FX3857'WHICH HAD BEEN RE-MARKED WITH BRONZE DISK WAS 36.64 METERS (120.2 FX3857'FEET) DISTANT IN BEARING N 64 DEG 27 MIN E. FX3857 FX3857 STATION RECOVERY (1934) FX3857 FX3857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FX3857'ON W SHORE OF CHOWAN RIVER, AT W END OF TOLL BRIDGE OVER CHOWAN FX3857'RIVER, AND ON EDENHOUSE POINT. ORIGINAL MARK WAS NAIL IN 8-INCH FX3857'SQUARE BLOCK OF CONCRETE SURMOUNTED BY NAIL IN TOP OF 4-INCH DRAIN FX3857'TILE WHICH WAS FILLED WITH AND SET IN CONCRETE WITH THE BELL OF FX3857'THE TILE PLACED UPWARD. IN 1931-- BRONZE DISK IN CONCRETE, NOTE FX3857'1A, STAMPED EDEN 2 1909-1931 WAS USED TO RE-MARK REFERENCE POINT. FX3857'AND STATION EDEN 2 (SEE DESCRIPTION THEREOF) WAS RE-MARKED WITH FX3857'BRONZE DISK IN CONCRETE, NOTE 11A, STAMPED R.M. 1 EDEN 2 FX3857'1909-1931. REFERENCE MARKS NOS. 2 AND 3, CONSISTING OF BRONZE FX3857'DISKS IN CONCRETE, NOTE 11A, WERE ESTABLISHED WITH ARROWS POINTING FX3857'TOWARD ORIGINAL REFERENCE MARK WHICH HAD BEEN RE-MARKED WITH FX3857'BRONZE DISK. NO.2 WAS 27.36 METERS (89.8 FEET) (SLOPE) DISTANT IN FX3857'BEARING S 73 DEG 43 MIN E. AND NO.3 WAS APPROXIMATELY 82 METERS FX3857'(269 FEET) DISTANT IN BEARING S 36 DEG 32 MIN E. STATION EDEN 2 FX3857'WHICH HAD BEEN RE-MARKED WITH BRONZE DISK WAS 36.64 METERS (120.2 FX3857'FEET) DISTANT IN BEARING N 64 DEG 27 MIN E. IN 1934-- BRONZE DISK FX3857'WAS REMOVED AND REPLACED WITH BRONZE DISK STAMPED EDEN 2 1909-31 FX3857'R.M. 1. AND BRONZE DISK AT STATION EDEN 2 WAS REPLACED WITH FX3857'BRONZE DISK STAMPED EDEN 2 1909-31. FX3857 FX3857 STATION RECOVERY (1942) FX3857 FX3857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW) FX3857'THIS MARK RECOVERED AS DESCRIBED. REFERENCE MARKS NOS.2 AND 3 FX3857'WERE RECOVERED AND THE DISTANCES GIVEN IN THE ORIGINAL DESCRIPTION FX3857'CHECKED. THE ORIGINAL DESCRIPTION IS ADEQUATE. FX3857 FX3857 STATION RECOVERY (1951) FX3857 FX3857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) FX3857'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION INADEQUATE FOR FX3857'RECOVERY. NEW DESCRIPTION FOLLOWS-- FX3857' FX3857'STATION IS LOCATED 5.45 MILES S OF EDENTON, ON THE N SIDE OF U.S. FX3857'HIGHWAY 17, AT THE W END OF THE HIGHWAY BRIDGE OVER THE CHOWAN FX3857'RIVER, 450 FEET N ALONG SHORELINE OF RIVER, AND 10.7 METERS BACK FX3857'FROM THE SHORELINE IN A CYPRESS SWAMP. A 36-INCH CYPRESS TREE 4.6 FX3857'METERS N OF THE STATION WAS BLAZED. FX3857' FX3857'STATION IS A STANDARD REFERENCE DISK STAMPED EDEN 2, NO. 1, 1909, FX3857'1931, SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 FX3857'INCHES ABOVE GROUND. FX3857' FX3857'R.M. 3 IS A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE FX3857'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND. IT IS ABOUT 82 FX3857'METERS (269 FEET) FROM THE STATION. FX3857 FX3857 STATION RECOVERY (1963) FX3857 FX3857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3857'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION, EXTENSIVE FX3857'SEARCH WAS MADE FOR THE R.M. MARKS BUT WERE NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3855 *********************************************************************** FX3855 DESIGNATION - EDEN POINT FX3855 PID - FX3855 FX3855 STATE/COUNTY- NC/BERTIE FX3855 USGS QUAD - EDENHOUSE (1982) FX3855 FX3855 *CURRENT SURVEY CONTROL FX3855 ___________________________________________________________________ FX3855* NAD 83(1986)- 36 02 30.22962(N) 076 42 35.05480(W) ADJUSTED FX3855* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3855 ___________________________________________________________________ FX3855 LAPLACE CORR- -3.15 (seconds) DEFLEC99 FX3855 GEOID HEIGHT- -36.50 (meters) GEOID03 FX3855 FX3855 HORZ ORDER - THIRD FX3855 FX3855.The North Carolina HARNS have been completed but, FX3855.due to contractual restrictions, coordinates for these stations FX3855.will NOT be published in the near future. In the interim, the FX3855.published coordinates in North Carolina will not be FX3855.consistent with the Continuously Operating Reference Stations FX3855.(CORS). The HARN coordinates for these stations are available FX3855.upon request. Contact Gary Thompson(919-733-3836). FX3855. FX3855.In addition, the published North Carolina positions FX3855.(NAD 83 (1986)) are NOT consistent with those determined in FX3855.adjacent state readjustments. The discontinuity between stations FX3855.located in North Carolina and those in adjacent states FX3855.which have been adjusted to the HARN may be as much as 5 FX3855.decimeters. This will result in a significant loss of accuracy FX3855.over lines crossing such state borders. FX3855 FX3855 FX3855.The horizontal coordinates were established by classical geodetic methods FX3855.and adjusted by the National Geodetic Survey in July 1986. FX3855 FX3855.The orthometric height was scaled from a topographic map. FX3855 FX3855.The Laplace correction was computed from DEFLEC99 derived deflections. FX3855 FX3855.The geoid height was determined by GEOID03. FX3855 FX3855; North East Units Scale Factor Converg. FX3855;SPC NC - 256,611.552 815,965.881 MT 0.99996753 +1 19 18.7 FX3855;SPC NC - 841,899.73 2,677,048.06 sFT 0.99996753 +1 19 18.7 FX3855;UTM 18 - 3,989,929.320 345,979.558 MT 0.99989230 -1 00 22.2 FX3855 FX3855! - Elev Factor x Scale Factor = Combined Factor FX3855!SPC NC - 1.00000531 x 0.99996753 = 0.99997284 FX3855!UTM 18 - 1.00000531 x 0.99989230 = 0.99989761 FX3855 FX3855: Primary Azimuth Mark Grid Az FX3855:SPC NC - LAWRENCE 344 42 03.2 FX3855:UTM 18 - LAWRENCE 347 01 44.1 FX3855 FX3855|---------------------------------------------------------------------| FX3855| PID Reference Object Distance Geod. Az | FX3855| dddmmss.s | FX3855| FX3861 LAWRENCE APPROX. 6.2 KM 3460121.9 | FX3855|---------------------------------------------------------------------| FX3855 FX3855 SUPERSEDED SURVEY CONTROL FX3855 FX3855 NAD 27 - 36 02 29.65000(N) 076 42 36.25400(W) AD( ) 3 FX3855 FX3855.Superseded values are not recommended for survey control. FX3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3855.See file dsdata.txt to determine how the superseded data were derived. FX3855 FX3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4598089929(NAD 83) FX3855_MARKER: N = NAIL FX3855_SETTING: 0 = UNSPECIFIED SETTING FX3855_MARK LOGO: CGS FX3855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3855 FX3855 HISTORY - Date Condition Report By FX3855 HISTORY - 1874 MONUMENTED CGS FX3855 HISTORY - 1907 MARK NOT FOUND CGS FX3855 FX3855 STATION DESCRIPTION FX3855 FX3855'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) FX3855'THIS STATION WAS ESTABLISHED BY THE PARTY OF R. E. HALTER, FX3855'FEBRUARY 6, 1874. FX3855' FX3855'IT IS LOCATED IN A LARGE FIELD ON HIGH GROUND ON PROPERTY FX3855'BELONGING TO HOLLY, ESQ., IN BERTIE CO., NORTH CAROLINA. FX3855' FX3855'THE UNDERGROUND MARK IS A WHITE GLASS VIAL WIDE MOUTHED, AND OVAL FX3855'IN SHAPE, SUNK FOUR FEET BENEATH THE SURFACE OVER WHICH IS PLACED FX3855'A CEDAR STUB 4 FEET LONG AND SIX INCHES IN DIAMETER, WITH NAIL IN FX3855'THE TOP TO MARK CENTER. FX3855' FX3855'MEASUREMENTS-- FX3855' FX3855'TO OLD GRAVE (NEAREST TOMB), SSW, 234 FEET, 6 INCHES. FX3855' FX3855'TO FENCE ON EDGE OF BANK, ENE, 138 FEET, 3 INCHES. FX3855' FX3855'TO OLD PEAR TREE, SW BY W, 144 FEET, 3 INCHES. FX3855 FX3855 STATION RECOVERY (1907) FX3855 FX3855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (WFH) FX3855'FOUND OLD GRAVEYARD AND TOMBSTONE WITH INSCRIPTION. TOMBSTONE FX3855'FALLEN DOWN, COTTEN FIELD NOW COVERS SITE OF TRIANGULATION STATION FX3855'WHICH WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2814 *********************************************************************** FX2814 DESIGNATION - EDGEWOOD FX2814 PID - FX2814 FX2814 STATE/COUNTY- NC/BERTIE FX2814 USGS QUAD - WINDSOR NORTH (1981) FX2814 FX2814 *CURRENT SURVEY CONTROL FX2814 ___________________________________________________________________ FX2814* NAD 83(1986)- 36 01 44.50160(N) 076 57 24.54780(W) ADJUSTED FX2814* NAVD 88 - 5.136 (meters) 16.85 (feet) ADJUSTED FX2814 ___________________________________________________________________ FX2814 LAPLACE CORR- -4.66 (seconds) DEFLEC99 FX2814 GEOID HEIGHT- -35.85 (meters) GEOID03 FX2814 DYNAMIC HT - 5.131 (meters) 16.83 (feet) COMP FX2814 MODELED GRAV- 979,827.9 (mgal) NAVD 88 FX2814 FX2814 HORZ ORDER - SECOND FX2814 VERT ORDER - SECOND CLASS II FX2814 FX2814.The North Carolina HARNS have been completed but, FX2814.due to contractual restrictions, coordinates for these stations FX2814.will NOT be published in the near future. In the interim, the FX2814.published coordinates in North Carolina will not be FX2814.consistent with the Continuously Operating Reference Stations FX2814.(CORS). The HARN coordinates for these stations are available FX2814.upon request. Contact Gary Thompson(919-733-3836). FX2814. FX2814.In addition, the published North Carolina positions FX2814.(NAD 83 (1986)) are NOT consistent with those determined in FX2814.adjacent state readjustments. The discontinuity between stations FX2814.located in North Carolina and those in adjacent states FX2814.which have been adjusted to the HARN may be as much as 5 FX2814.decimeters. This will result in a significant loss of accuracy FX2814.over lines crossing such state borders. FX2814 FX2814 FX2814.The horizontal coordinates were established by classical geodetic methods FX2814.and adjusted by the National Geodetic Survey in January 1991. FX2814 FX2814.The orthometric height was determined by differential leveling FX2814.and adjusted by the National Geodetic Survey in June 1991. FX2814 FX2814.The Laplace correction was computed from DEFLEC99 derived deflections. FX2814 FX2814.The geoid height was determined by GEOID03. FX2814 FX2814.The dynamic height is computed by dividing the NAVD 88 FX2814.geopotential number by the normal gravity value computed on the FX2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2814.degrees latitude (g = 980.6199 gals.). FX2814 FX2814.The modeled gravity was interpolated from observed gravity values. FX2814 FX2814; North East Units Scale Factor Converg. FX2814;SPC NC - 254,716.528 793,734.893 MT 0.99996449 +1 10 45.3 FX2814;SPC NC - 835,682.48 2,604,111.89 sFT 0.99996449 +1 10 45.3 FX2814;UTM 18 - 3,988,939.420 323,690.574 MT 0.99998303 -1 09 04.6 FX2814 FX2814! - Elev Factor x Scale Factor = Combined Factor FX2814!SPC NC - 1.00000482 x 0.99996449 = 0.99996931 FX2814!UTM 18 - 1.00000482 x 0.99998303 = 0.99998785 FX2814 FX2814 SUPERSEDED SURVEY CONTROL FX2814 FX2814 NGVD 29 (01/18/91) 5.48 (m) 18.0 (f) LEVELING 3 FX2814 FX2814.Superseded values are not recommended for survey control. FX2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2814.See file dsdata.txt to determine how the superseded data were derived. FX2814 FX2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2369188939(NAD 83) FX2814_MARKER: DE = TRAVERSE STATION DISK FX2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2814_SP_SET: CONCRETE POST FX2814_STAMPING: EDGEWOOD 1980 FX2814_MARK LOGO: NCGS FX2814_PROJECTION: RECESSED 10 CENTIMETERS FX2814_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2814+STABILITY: SURFACE MOTION FX2814 FX2814 HISTORY - Date Condition Report By FX2814 HISTORY - 1980 MONUMENTED NCGS FX2814 HISTORY - 1980 GOOD NCGS FX2814 HISTORY - 1985 GOOD USPSQD FX2814 HISTORY - 19950821 MARK NOT FOUND USPSQD FX2814 FX2814 STATION DESCRIPTION FX2814 FX2814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2814'STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF WINDSOR AND 5.6 FX2814'MILES SOUTH OF ASKEWVILLE. FX2814' FX2814'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH US 13 FX2814'BUSINESS NORTH OF WINDSOR, PROCEED NORTHERLY ALONG US 13 FOR 1.25 FX2814'MILES TO STATION IN THE RIGHT SHOULDER, IN THE PROJECTION OF THE NORTH FX2814'SIDE OF PARSONAGE FOR EDGEWOOD BAPTIST CHURCH AND 0.45 MILE SOUTHEAST FX2814'OF SR 1302. FX2814' FX2814'STATION IS A STANDARD DISK STAMPED---EDGEWOOD 1980---SET IN THE TOP FX2814'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2814'SURFACE AND LEVEL WITH HIGHWAY. MARK IS 17.8 FEET EAST OF THE FX2814'CENTERLINE OF US 13, 62.7 FEET SOUTHWEST OF WEST END OF BRICK CHURCH FX2814'SIGN, 114.0 FEET SOUTHWEST OF NORTHWEST CORNER OF CHURCH, 33.6 FEET FX2814'NORTH-NORTHWEST OF NORTH END OF CULVERT AND 57.0 FEET EAST OF FX2814'TELEPHONE POLE 1416 WITH REFERENCE TAG. FX2814 FX2814 STATION RECOVERY (1980) FX2814 FX2814'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2814'2.2 MI NORTH FROM WINDSOR. FX2814'5.6 MILES SOUTH OF ASKEWVILLE. FX2814'1.25 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH US 13 BUSINESS FX2814'NORTH OF WINDSOR, IN THE RIGHT SHOULDER ON THE PROJECTION OF THE NORTH FX2814'SIDE OF THE PARSONAGE FOR EDGEWOOD BAPTIST CHURCH AND 0.45 MILE SOUTH FX2814'EAST OF SR 1302, 17.8 FEET EAST OF CENTERLINE OF US 13, 62.7 FEET FX2814'SOUTHWEST OF WEST END OF BRICK CHURCH SIGN, 114.0 FEET SOUTHWEST OF FX2814'NORTHWEST CORNER OF CHURCH, 33.6 FEET NORTH-NORTHWEST OF NORTH END OF FX2814'CULVERT AND 57.0 FEET EAST OF TELEPHONE POLE 1416 WITH REFERENCE TAG. FX2814 FX2814 STATION RECOVERY (1985) FX2814 FX2814'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2814'RECOVERED IN GOOD CONDITION. FX2814 FX2814 STATION RECOVERY (1995) FX2814 FX2814'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2814'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2892 *********************************************************************** FX2892 DESIGNATION - EVANS FX2892 PID - FX2892 FX2892 STATE/COUNTY- NC/BERTIE FX2892 USGS QUAD - MERRY HILL (1982) FX2892 FX2892 *CURRENT SURVEY CONTROL FX2892 ___________________________________________________________________ FX2892* NAD 83(1986)- 36 01 04.20706(N) 076 49 55.41936(W) ADJUSTED FX2892* NAVD 88 - 11.370 (meters) 37.30 (feet) ADJUSTED FX2892 ___________________________________________________________________ FX2892 LAPLACE CORR- -5.05 (seconds) DEFLEC99 FX2892 GEOID HEIGHT- -36.25 (meters) GEOID03 FX2892 DYNAMIC HT - 11.360 (meters) 37.27 (feet) COMP FX2892 MODELED GRAV- 979,808.4 (mgal) NAVD 88 FX2892 FX2892 HORZ ORDER - SECOND FX2892 VERT ORDER - SECOND CLASS II FX2892 FX2892.The North Carolina HARNS have been completed but, FX2892.due to contractual restrictions, coordinates for these stations FX2892.will NOT be published in the near future. In the interim, the FX2892.published coordinates in North Carolina will not be FX2892.consistent with the Continuously Operating Reference Stations FX2892.(CORS). The HARN coordinates for these stations are available FX2892.upon request. Contact Gary Thompson(919-733-3836). FX2892. FX2892.In addition, the published North Carolina positions FX2892.(NAD 83 (1986)) are NOT consistent with those determined in FX2892.adjacent state readjustments. The discontinuity between stations FX2892.located in North Carolina and those in adjacent states FX2892.which have been adjusted to the HARN may be as much as 5 FX2892.decimeters. This will result in a significant loss of accuracy FX2892.over lines crossing such state borders. FX2892 FX2892 FX2892.The horizontal coordinates were established by classical geodetic methods FX2892.and adjusted by the National Geodetic Survey in January 1991. FX2892 FX2892.The orthometric height was determined by differential leveling FX2892.and adjusted by the National Geodetic Survey in June 1991. FX2892 FX2892.The Laplace correction was computed from DEFLEC99 derived deflections. FX2892 FX2892.The geoid height was determined by GEOID03. FX2892 FX2892.The dynamic height is computed by dividing the NAVD 88 FX2892.geopotential number by the normal gravity value computed on the FX2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2892.degrees latitude (g = 980.6199 gals.). FX2892 FX2892.The modeled gravity was interpolated from observed gravity values. FX2892 FX2892; North East Units Scale Factor Converg. FX2892;SPC NC - 253,713.383 805,003.592 MT 0.99996186 +1 15 04.6 FX2892;SPC NC - 832,391.32 2,641,082.62 sFT 0.99996186 +1 15 04.6 FX2892;UTM 18 - 3,987,479.042 334,909.137 MT 0.99993584 -1 04 39.2 FX2892 FX2892! - Elev Factor x Scale Factor = Combined Factor FX2892!SPC NC - 1.00000390 x 0.99996186 = 0.99996576 FX2892!UTM 18 - 1.00000390 x 0.99993584 = 0.99993974 FX2892 FX2892 SUPERSEDED SURVEY CONTROL FX2892 FX2892 NGVD 29 (01/18/91) 11.70 (m) 38.4 (f) LEVELING 3 FX2892 FX2892.Superseded values are not recommended for survey control. FX2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2892.See file dsdata.txt to determine how the superseded data were derived. FX2892 FX2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3490987479(NAD 83) FX2892_MARKER: DE = TRAVERSE STATION DISK FX2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2892_SP_SET: CONCRETE POST FX2892_STAMPING: EVANS 1980 FX2892_MARK LOGO: NCGS FX2892_PROJECTION: FLUSH FX2892_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2892+STABILITY: SURFACE MOTION FX2892 FX2892 HISTORY - Date Condition Report By FX2892 HISTORY - 1980 MONUMENTED NCGS FX2892 HISTORY - 1980 GOOD NCGS FX2892 FX2892 STATION DESCRIPTION FX2892 FX2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2892'STATION IS LOCATED APPROXIMATELY 3.4 MILES WEST OF MERRY HILL AND FX2892'6.9 MILES EAST-NORTHEAST OF WINDSOR. FX2892' FX2892'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2892'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 2.9 MILES TO FX2892'STATION ON THE LEFT ACROSS HIGHWAY FROM A BRICK HOUSE AND A WHITE FX2892'FRAME HOUSE AND 0.1 MILE WEST-SOUTHWEST OF SR 1503. FX2892' FX2892'STATION MARK IS A STANDARD DISK STAMPED---EVANS 1980---SET IN THE TOP FX2892'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND FX2892'SURFACE. MARK IS 35.1 FEET SOUTH OF THE CENTERLINE OF US 17 AND 26.6 FX2892'FEET EAST-NORTHEAST OF AN 18 INCH OAK, 51.3 FEET WEST OF TELEPHONE FX2892'POLE 338, 75.9 FEET SOUTH OF A 24 INCH OAK, 104.5 FEET SOUTHEAST OF FX2892'POWER POLE H 182/14 AND 140.2 FEET EAST OF TELEPHONE POLE 339 ALL FX2892'WITH REFERENCE TAGS. FX2892 FX2892 STATION RECOVERY (1980) FX2892 FX2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2892'3.4 MI WEST FROM MERRY HILL. FX2892'6.9 MILES EAST-NORTHEAST OF WINDSOR. FX2892'2.9 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2892'BETWEEN WINDSOR AND EDENTON, ON THE LEFT ACROSS HIGHWAY FROM A BRICK FX2892'HOUSE AND A WHITE FRAME HOUSE AND 0.1 MILE WEST-SOUTHWEST OF SR 1503, FX2892'35.1 FEET SOUTH OF CENTERLINE OF US 17 AND 26.6 FEET EAST-NORTHEAST OF FX2892'18 INCH OAK, 51.3 FEET WEST OF TELEPHONE POLE 338, 75.9 FEET SOUTH OF FX2892'24 INCH OAK, 104.5 FEET SOUTHEAST OF POWER POLE H 18214 AND 140.2 FX2892'FEET EAST OF TELEPHONE POLE 339 ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5257 *********************************************************************** FX5257 DESIGNATION - EYE FX5257 PID - FX5257 FX5257 STATE/COUNTY- NC/BERTIE FX5257 USGS QUAD - AULANDER (1972) FX5257 FX5257 *CURRENT SURVEY CONTROL FX5257 ___________________________________________________________________ FX5257* NAD 83(1986)- 36 12 11.62784(N) 077 07 09.06289(W) ADJUSTED FX5257* NAVD 88 - 20.27 (+/-2cm) 66.5 (feet) VERTCON FX5257 ___________________________________________________________________ FX5257 LAPLACE CORR- -2.88 (seconds) DEFLEC99 FX5257 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5257 FX5257 HORZ ORDER - SECOND FX5257 VERT ORDER - THIRD ? (See Below) FX5257 FX5257.The North Carolina HARNS have been completed but, FX5257.due to contractual restrictions, coordinates for these stations FX5257.will NOT be published in the near future. In the interim, the FX5257.published coordinates in North Carolina will not be FX5257.consistent with the Continuously Operating Reference Stations FX5257.(CORS). The HARN coordinates for these stations are available FX5257.upon request. Contact Gary Thompson(919-733-3836). FX5257. FX5257.In addition, the published North Carolina positions FX5257.(NAD 83 (1986)) are NOT consistent with those determined in FX5257.adjacent state readjustments. The discontinuity between stations FX5257.located in North Carolina and those in adjacent states FX5257.which have been adjusted to the HARN may be as much as 5 FX5257.decimeters. This will result in a significant loss of accuracy FX5257.over lines crossing such state borders. FX5257 FX5257 FX5257.The horizontal coordinates were established by classical geodetic methods FX5257.and adjusted by the National Geodetic Survey in January 1991. FX5257 FX5257.The NAVD 88 height was computed by applying the VERTCON shift value to FX5257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5257.The vertical order pertains to the NGVD 29 superseded value. FX5257 FX5257.The Laplace correction was computed from DEFLEC99 derived deflections. FX5257 FX5257.The geoid height was determined by GEOID03. FX5257 FX5257; North East Units Scale Factor Converg. FX5257;SPC NC - 273,753.224 778,737.983 MT 1.00001041 +1 05 08.0 FX5257;SPC NC - 898,138.70 2,554,909.53 sFT 1.00001041 +1 05 08.0 FX5257;UTM 18 - 4,008,571.624 309,480.979 MT 1.00004725 -1 15 07.5 FX5257 FX5257! - Elev Factor x Scale Factor = Combined Factor FX5257!SPC NC - 1.00000234 x 1.00001041 = 1.00001275 FX5257!UTM 18 - 1.00000234 x 1.00004725 = 1.00004959 FX5257 FX5257 SUPERSEDED SURVEY CONTROL FX5257 FX5257 NGVD 29 (01/18/91) 20.63 (m) 67.7 (f) LEVELING 3 FX5257 FX5257.Superseded values are not recommended for survey control. FX5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5257.See file dsdata.txt to determine how the superseded data were derived. FX5257 FX5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0948108572(NAD 83) FX5257_MARKER: DE = TRAVERSE STATION DISK FX5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5257_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5257_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5257+STABILITY: SURFACE MOTION FX5257 FX5257 HISTORY - Date Condition Report By FX5257 HISTORY - 1980 MONUMENTED NCGS FX5257 HISTORY - 1985 GOOD USPSQD FX5257 FX5257 STATION DESCRIPTION FX5257 FX5257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5257'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF AULANDER AND FX5257'6.4 MILES NORTHEAST OF LEWISTON. FX5257' FX5257'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 305 FX5257'SOUTHEAST OF AULANDER, PROCEED SOUTHERLY ALONG NC 11-42 FOR 1.2 MILES FX5257'TO A STATION ON THE RIGHT IN THE SHOULDER AT A WOODS ROAD WITH AN FX5257'OPENING IN THE RIGHT-OF-WAY FENCE AND 1.5 MILES NORTHEAST OF SR 1209 FX5257'AND NC 11 BUSINESS CROSSROADS. FX5257' FX5257'STATION MARK IS A STANDARD DISK STAMPED---EYE 1980---, SET IN THE TOP FX5257'OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND FX5257'SURFACE. THE MARK IS 30.1 FEET NORTHWEST OF THE CENTERLINE OF THE FX5257'HIGHWAY, 15.3 FEET SOUTHWEST OF THE CENTERLINE OF WOODS ROAD, FX5257'62.9 FEET SOUTH OF A FENCE POST WITH REFERENCE TAG, 40.0 FEET FX5257'SOUTHEAST OF A FENCE POST WITH REFERENCE TAG, 22.3 FEET SOUTHEAST OF FX5257'THE SOUTHWEST END OF A CULVERT UNDER A DRIVE AND 38.1 FEET SOUTH OF FX5257'THE NORTHWEST END. FX5257 FX5257 STATION RECOVERY (1985) FX5257 FX5257'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5257'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2873 *********************************************************************** FX2873 DESIGNATION - FENCE FX2873 PID - FX2873 FX2873 STATE/COUNTY- NC/BERTIE FX2873 USGS QUAD - WOODVILLE (1972) FX2873 FX2873 *CURRENT SURVEY CONTROL FX2873 ___________________________________________________________________ FX2873* NAD 83(1986)- 36 06 00.72032(N) 077 11 07.13159(W) ADJUSTED FX2873* NAVD 88 - 20.804 (meters) 68.25 (feet) ADJUSTED FX2873 ___________________________________________________________________ FX2873 LAPLACE CORR- -1.79 (seconds) DEFLEC99 FX2873 GEOID HEIGHT- -35.24 (meters) GEOID03 FX2873 DYNAMIC HT - 20.787 (meters) 68.20 (feet) COMP FX2873 MODELED GRAV- 979,829.4 (mgal) NAVD 88 FX2873 FX2873 HORZ ORDER - SECOND FX2873 VERT ORDER - SECOND CLASS II FX2873 FX2873.The North Carolina HARNS have been completed but, FX2873.due to contractual restrictions, coordinates for these stations FX2873.will NOT be published in the near future. In the interim, the FX2873.published coordinates in North Carolina will not be FX2873.consistent with the Continuously Operating Reference Stations FX2873.(CORS). The HARN coordinates for these stations are available FX2873.upon request. Contact Gary Thompson(919-733-3836). FX2873. FX2873.In addition, the published North Carolina positions FX2873.(NAD 83 (1986)) are NOT consistent with those determined in FX2873.adjacent state readjustments. The discontinuity between stations FX2873.located in North Carolina and those in adjacent states FX2873.which have been adjusted to the HARN may be as much as 5 FX2873.decimeters. This will result in a significant loss of accuracy FX2873.over lines crossing such state borders. FX2873 FX2873 FX2873.The horizontal coordinates were established by classical geodetic methods FX2873.and adjusted by the National Geodetic Survey in January 1991. FX2873 FX2873.The orthometric height was determined by differential leveling FX2873.and adjusted by the National Geodetic Survey in June 1991. FX2873 FX2873.The Laplace correction was computed from DEFLEC99 derived deflections. FX2873 FX2873.The geoid height was determined by GEOID03. FX2873 FX2873.The dynamic height is computed by dividing the NAVD 88 FX2873.geopotential number by the normal gravity value computed on the FX2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2873.degrees latitude (g = 980.6199 gals.). FX2873 FX2873.The modeled gravity was interpolated from observed gravity values. FX2873 FX2873; North East Units Scale Factor Converg. FX2873;SPC NC - 262,212.107 773,000.720 MT 0.99998213 +1 02 50.6 FX2873;SPC NC - 860,274.22 2,536,086.53 sFT 0.99998213 +1 02 50.6 FX2873;UTM 18 - 3,997,273.257 303,277.561 MT 1.00007686 -1 17 16.8 FX2873 FX2873! - Elev Factor x Scale Factor = Combined Factor FX2873!SPC NC - 1.00000227 x 0.99998213 = 0.99998440 FX2873!UTM 18 - 1.00000227 x 1.00007686 = 1.00007913 FX2873 FX2873 SUPERSEDED SURVEY CONTROL FX2873 FX2873 NGVD 29 (01/18/91) 21.15 (m) 69.4 (f) LEVELING 3 FX2873 FX2873.Superseded values are not recommended for survey control. FX2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2873.See file dsdata.txt to determine how the superseded data were derived. FX2873 FX2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0327897273(NAD 83) FX2873_MARKER: DE = TRAVERSE STATION DISK FX2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2873_SP_SET: CONCRETE POST FX2873_STAMPING: FENCE 1980 FX2873_MARK LOGO: NCGS FX2873_PROJECTION: RECESSED 5 CENTIMETERS FX2873_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2873+STABILITY: SURFACE MOTION FX2873 FX2873 HISTORY - Date Condition Report By FX2873 HISTORY - 1980 MONUMENTED NCGS FX2873 HISTORY - 1980 GOOD NCGS FX2873 HISTORY - 1985 GOOD USPSQD FX2873 HISTORY - 19950505 GOOD USPSQD FX2873 FX2873 STATION DESCRIPTION FX2873 FX2873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2873'THE STATION IS LOCATED AT THE SOUTH EDGE OF WOODVILLE, APPROXIMATELY FX2873'10.7 MILES SOUTH-SOUTHWEST OF LEWISTON. FX2873' FX2873'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2873'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 1.70 MILES TO A STATION FX2873'ON THE LEFT ON THE SOUTH SIDE OF A DRIVE TO A SMALL FRAME HOUSE AT THE FX2873'RIGHT-OF-WAY FENCE AND 0.15 MILE NORTHEAST OF THE INTERSECTION WITH FX2873'SR 1128. FX2873' FX2873'STATION MARK IS A STANDARD DISK STAMPED---FENCE 1980---, SET IN THE FX2873'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND FX2873'SURFACE. THE MARK IS 118.2 FEET SOUTHEAST OF THE CENTERLINE OF THE FX2873'HIGHWAY, 36.8 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVE, 82.9 FEET FX2873'SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER A DRIVE, 5.0 FEET FX2873'NORTHWEST OF A FENCE POST WITH REFERENCE TAG, 26.1 FEET NORTH OF A FX2873'POWER POLE WITH REFERENCE TAG AND 6.0 FEET NORTHWEST OF A RIGHT-OF-WAY FX2873'MARKER. FX2873' FX2873'BENCH MARK BER 29 IS A STANDARD NCGS BENCH MARK DISK FX2873'STAMPED---BER 29 1975---, SET FLUSH IN THE TOP OF A CONCRETE FX2873'RIGHT-OF-WAY MARKER PROJECTING 6 INCHES. BER 29 IS APPROXIMATELY FX2873'125 FEET SOUTHWEST OF THE GRACE EPISCOPAL CHURCH AND AT THE SOUTHWEST FX2873'CORNER OF THE GRAVEYARD, 126.3 FEET EAST-SOUTHEAST OF THE CENTERLINE FX2873'OF NC 11, 61.4 FEET NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY EAST, FX2873'1.2 FEET EAST OF THE EASTERNMOST CORNER OF A FENCE POST WITH REFERENCE FX2873'TAG, 5.9 FEET WEST OF THE EASTERNMOST BRACE POST WITH REFERENCE TAG FX2873'AND 6.3 FEET SOUTH-SOUTHEAST OF A 40 INCH ELM. FX2873 FX2873 STATION RECOVERY (1980) FX2873 FX2873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2873'IN WOODVILLE. FX2873'1.70 MILES SOUTHWEST ALONG NC 11/NC 42 FROM INTERSECTION OF NC 308 FX2873'IN LEWISTON, ON LEFT ON SOUTH SIDE OF DRIVE TO A SMALL FRAME HOUSE FX2873'AT RIGHT-OF-WAY FENCE AND 0.15 MILE NORTHEAST OF INTERSECTION WITH FX2873'SR 1128, 118.2 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 36.8 FEET FX2873'SOUTHWEST OF CENTERLINE OF DRIVE, 82.9 FEET SOUTHEAST OF SOUTH END FX2873'OF CULVERT UNDER DRIVE, 5.0 FEET NORTHWEST OF FENCE POST WITH FX2873'REFERENCE TAG, 26.1 FEET NORTH OF POWER POLE WITH REFERENCE TAG AND FX2873'6.0 FEET NORTHWEST OF RIGHT-OF-WAY MARKER. FX2873 FX2873 STATION RECOVERY (1985) FX2873 FX2873'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2873'RECOVERED IN GOOD CONDITION. FX2873 FX2873 STATION RECOVERY (1995) FX2873 FX2873'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2873'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2903 *********************************************************************** FX2903 DESIGNATION - FIELD FX2903 PID - FX2903 FX2903 STATE/COUNTY- NC/BERTIE FX2903 USGS QUAD - EDENHOUSE (1982) FX2903 FX2903 *CURRENT SURVEY CONTROL FX2903 ___________________________________________________________________ FX2903* NAD 83(1986)- 36 02 22.73910(N) 076 44 57.80534(W) ADJUSTED FX2903* NAVD 88 - 8.878 (meters) 29.13 (feet) ADJUSTED FX2903 ___________________________________________________________________ FX2903 LAPLACE CORR- -3.60 (seconds) DEFLEC99 FX2903 GEOID HEIGHT- -36.42 (meters) GEOID03 FX2903 DYNAMIC HT - 8.871 (meters) 29.10 (feet) COMP FX2903 MODELED GRAV- 979,803.5 (mgal) NAVD 88 FX2903 FX2903 HORZ ORDER - SECOND FX2903 VERT ORDER - SECOND CLASS II FX2903 FX2903.The North Carolina HARNS have been completed but, FX2903.due to contractual restrictions, coordinates for these stations FX2903.will NOT be published in the near future. In the interim, the FX2903.published coordinates in North Carolina will not be FX2903.consistent with the Continuously Operating Reference Stations FX2903.(CORS). The HARN coordinates for these stations are available FX2903.upon request. Contact Gary Thompson(919-733-3836). FX2903. FX2903.In addition, the published North Carolina positions FX2903.(NAD 83 (1986)) are NOT consistent with those determined in FX2903.adjacent state readjustments. The discontinuity between stations FX2903.located in North Carolina and those in adjacent states FX2903.which have been adjusted to the HARN may be as much as 5 FX2903.decimeters. This will result in a significant loss of accuracy FX2903.over lines crossing such state borders. FX2903 FX2903 FX2903.The horizontal coordinates were established by classical geodetic methods FX2903.and adjusted by the National Geodetic Survey in January 1991. FX2903 FX2903.The orthometric height was determined by differential leveling FX2903.and adjusted by the National Geodetic Survey in June 1991. FX2903 FX2903.The Laplace correction was computed from DEFLEC99 derived deflections. FX2903 FX2903.The geoid height was determined by GEOID03. FX2903 FX2903.The dynamic height is computed by dividing the NAVD 88 FX2903.geopotential number by the normal gravity value computed on the FX2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2903.degrees latitude (g = 980.6199 gals.). FX2903 FX2903.The modeled gravity was interpolated from observed gravity values. FX2903 FX2903; North East Units Scale Factor Converg. FX2903;SPC NC - 256,299.027 812,398.795 MT 0.99996703 +1 17 56.3 FX2903;SPC NC - 840,874.39 2,665,345.05 sFT 0.99996703 +1 17 56.3 FX2903;UTM 18 - 3,989,761.975 342,402.965 MT 0.99990604 -1 01 46.0 FX2903 FX2903! - Elev Factor x Scale Factor = Combined Factor FX2903!SPC NC - 1.00000432 x 0.99996703 = 0.99997135 FX2903!UTM 18 - 1.00000432 x 0.99990604 = 0.99991036 FX2903 FX2903 SUPERSEDED SURVEY CONTROL FX2903 FX2903 NGVD 29 (01/18/91) 9.21 (m) 30.2 (f) LEVELING 3 FX2903 FX2903.Superseded values are not recommended for survey control. FX2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2903.See file dsdata.txt to determine how the superseded data were derived. FX2903 FX2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4240389762(NAD 83) FX2903_MARKER: DE = TRAVERSE STATION DISK FX2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2903_SP_SET: CONCRETE POST FX2903_STAMPING: FIELD 1980 FX2903_MARK LOGO: NCGS FX2903_PROJECTION: RECESSED 10 CENTIMETERS FX2903_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2903+STABILITY: SURFACE MOTION FX2903 FX2903 HISTORY - Date Condition Report By FX2903 HISTORY - 1980 MONUMENTED NCGS FX2903 HISTORY - 1980 GOOD NCGS FX2903 FX2903 STATION DESCRIPTION FX2903 FX2903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2903'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTH-NORTHEAST OF MERRY FX2903'HILL, 8.4 MILES WEST-SOUTHWEST OF EDENTON AND 11.7 MILES FX2903'EAST-NORTHEAST WINDSOR. FX2903' FX2903'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2903'WINDSOR AND EDENTON, PROCEED EASTERLY ALONG US 17 FOR 2.0 MILES TO FX2903'STATION IN THE LEFT SHOULDER ABOUT MIDWAY CURVE AND 0.65 MILE WEST OF FX2903'THE SR 1361 AND SR 1501 CROSSING. FX2903' FX2903'STATION MARK IS A STANDARD DISK STAMPED---FIELD 1980---SET IN THE TOP FX2903'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2903'SURFACE. MARK IS 19.5 FEET NORTH OF THE CENTERLINE OF US 17 AND 75.2 FX2903'FEET NORTH OF TELEPHONE POLE 200, 143.5 FEET EAST-SOUTHEAST OF POWER FX2903'POLE 166/38 AND 175.0 FEET SOUTHEAST OF GUM ALL WITH REFERENCE TAGS. FX2903 FX2903 STATION RECOVERY (1980) FX2903 FX2903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2903'2.3 MI NNE FROM MERRY HILL. FX2903'8.4 MILES WEST-SOUTHWEST OF EDENTON AND 11.7 MILES EAST-NORTHEAST OF FX2903'WINDSOR. FX2903'2.0 MILES EASTERLY ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2903'BETWEEN WINDSOR AND EDENTON, IN THE LEFT SHOULDER ABOUT MIDWAY CURVE FX2903'AND 0.65 MILE WEST OF THE SR 1361 AND SR 1501 CROSSING, 19.5 FEET FX2903'NORTH OF CENTERLINE OF US 17 AND 75.2 FEET NORTH OF TELEPHONE POLE FX2903'200, 143.5 FEET EAST-SOUTHEAST OF POWER POLE 166/38 AND 175.0 FEET FX2903'SOUTHEAST OF 24 INCH GUM ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5262 *********************************************************************** FX5262 DESIGNATION - GAP FX5262 PID - FX5262 FX5262 STATE/COUNTY- NC/BERTIE FX5262 USGS QUAD - KELFORD (1973) FX5262 FX5262 *CURRENT SURVEY CONTROL FX5262 ___________________________________________________________________ FX5262* NAD 83(1986)- 36 09 18.70032(N) 077 09 24.42199(W) ADJUSTED FX5262* NAVD 88 - 21.00 (+/-2cm) 68.9 (feet) VERTCON FX5262 ___________________________________________________________________ FX5262 LAPLACE CORR- -2.12 (seconds) DEFLEC99 FX5262 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5262 FX5262 HORZ ORDER - SECOND FX5262 VERT ORDER - THIRD ? (See Below) FX5262 FX5262.The North Carolina HARNS have been completed but, FX5262.due to contractual restrictions, coordinates for these stations FX5262.will NOT be published in the near future. In the interim, the FX5262.published coordinates in North Carolina will not be FX5262.consistent with the Continuously Operating Reference Stations FX5262.(CORS). The HARN coordinates for these stations are available FX5262.upon request. Contact Gary Thompson(919-733-3836). FX5262. FX5262.In addition, the published North Carolina positions FX5262.(NAD 83 (1986)) are NOT consistent with those determined in FX5262.adjacent state readjustments. The discontinuity between stations FX5262.located in North Carolina and those in adjacent states FX5262.which have been adjusted to the HARN may be as much as 5 FX5262.decimeters. This will result in a significant loss of accuracy FX5262.over lines crossing such state borders. FX5262 FX5262 FX5262.The horizontal coordinates were established by classical geodetic methods FX5262.and adjusted by the National Geodetic Survey in January 1991. FX5262 FX5262.The NAVD 88 height was computed by applying the VERTCON shift value to FX5262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5262.The vertical order pertains to the NGVD 29 superseded value. FX5262 FX5262.The Laplace correction was computed from DEFLEC99 derived deflections. FX5262 FX5262.The geoid height was determined by GEOID03. FX5262 FX5262; North East Units Scale Factor Converg. FX5262;SPC NC - 268,360.580 775,456.093 MT 0.99999682 +1 03 49.9 FX5262;SPC NC - 880,446.34 2,544,142.20 sFT 0.99999682 +1 03 49.9 FX5262;UTM 18 - 4,003,317.028 305,981.726 MT 1.00006384 -1 16 22.2 FX5262 FX5262! - Elev Factor x Scale Factor = Combined Factor FX5262!SPC NC - 1.00000223 x 0.99999682 = 0.99999905 FX5262!UTM 18 - 1.00000223 x 1.00006384 = 1.00006607 FX5262 FX5262 SUPERSEDED SURVEY CONTROL FX5262 FX5262 NGVD 29 (01/18/91) 21.35 (m) 70.0 (f) LEVELING 3 FX5262 FX5262.Superseded values are not recommended for survey control. FX5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5262.See file dsdata.txt to determine how the superseded data were derived. FX5262 FX5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0598203317(NAD 83) FX5262_MARKER: DE = TRAVERSE STATION DISK FX5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5262_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5262_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5262+STABILITY: SURFACE MOTION FX5262 FX5262 HISTORY - Date Condition Report By FX5262 HISTORY - 1980 MONUMENTED NCGS FX5262 HISTORY - 1985 GOOD USPSQD FX5262 FX5262 STATION DESCRIPTION FX5262 FX5262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5262'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF LEWISTON FX5262'AND 5.6 MILES SOUTH-SOUTHWEST OF AULANDER. FX5262' FX5262'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX5262'LEWISTON, PROCEED NORTHEAST ALONG NC 11-42 FOR 2.4 MILES TO A STATION FX5262'IN THE LEFT SHOULDER AT A WOODS ROAD ACCESS THROUGH A RIGHT-OF-WAY FX5262'FENCE AND 0.4 MILE NORTHEAST OF SR 1203 CROSSROADS. FX5262' FX5262'STATION MARK IS A STANDARD DISK STAMPED---GAP 1980---SET IN THE TOP FX5262'OF A 10 INCH CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE GROUND FX5262'SURFACE. THE MARK IS 29.0 FEET NORTHWEST OF THE CENTERLINE OF THE FX5262'HIGHWAY, 13.5 FEET NORTHEAST OF THE CENTERLINE OF A DRIVE, 31.1 FEET FX5262'SOUTHEAST OF THE NORTHEAST END OF A CULVERT UNDER A DRIVE, 67.3 FEET FX5262'SOUTHEAST OF A FENCE POST WITH REFERENCE TAG AND 78.7 FEET NORTHEAST FX5262'OF THE CORNER FENCE POST WITH REFERENCE TAG. FX5262 FX5262 STATION RECOVERY (1985) FX5262 FX5262'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5262'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2074 *********************************************************************** EY2074 DESIGNATION - GRAB EY2074 PID - EY2074 EY2074 STATE/COUNTY- NC/BERTIE EY2074 USGS QUAD - QUITSNA (1981) EY2074 EY2074 *CURRENT SURVEY CONTROL EY2074 ___________________________________________________________________ EY2074* NAD 83(1986)- 35 55 28.53031(N) 077 00 23.29314(W) ADJUSTED EY2074* NAVD 88 - 7. (meters) 23. (feet) SCALED EY2074 ___________________________________________________________________ EY2074 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EY2074 GEOID HEIGHT- -35.92 (meters) GEOID03 EY2074 EY2074 HORZ ORDER - SECOND EY2074 EY2074.The North Carolina HARNS have been completed but, EY2074.due to contractual restrictions, coordinates for these stations EY2074.will NOT be published in the near future. In the interim, the EY2074.published coordinates in North Carolina will not be EY2074.consistent with the Continuously Operating Reference Stations EY2074.(CORS). The HARN coordinates for these stations are available EY2074.upon request. Contact Gary Thompson(919-733-3836). EY2074. EY2074.In addition, the published North Carolina positions EY2074.(NAD 83 (1986)) are NOT consistent with those determined in EY2074.adjacent state readjustments. The discontinuity between stations EY2074.located in North Carolina and those in adjacent states EY2074.which have been adjusted to the HARN may be as much as 5 EY2074.decimeters. This will result in a significant loss of accuracy EY2074.over lines crossing such state borders. EY2074 EY2074 EY2074.The horizontal coordinates were established by classical geodetic methods EY2074.and adjusted by the National Geodetic Survey in July 1986. EY2074 EY2074.The orthometric height was scaled from a topographic map. EY2074 EY2074.The Laplace correction was computed from DEFLEC99 derived deflections. EY2074 EY2074.The geoid height was determined by GEOID03. EY2074 EY2074; North East Units Scale Factor Converg. EY2074;SPC NC - 243,040.313 789,493.541 MT 0.99994142 +1 09 02.2 EY2074;SPC NC - 797,374.76 2,590,196.73 sFT 0.99994142 +1 09 02.2 EY2074;UTM 18 - 3,977,444.770 318,977.968 MT 1.00000379 -1 10 39.2 EY2074 EY2074! - Elev Factor x Scale Factor = Combined Factor EY2074!SPC NC - 1.00000448 x 0.99994142 = 0.99994590 EY2074!UTM 18 - 1.00000448 x 1.00000379 = 1.00000827 EY2074 EY2074: Primary Azimuth Mark Grid Az EY2074:SPC NC - GRAB AZ MK 196 31 18.4 EY2074:UTM 18 - GRAB AZ MK 198 50 59.8 EY2074 EY2074|---------------------------------------------------------------------| EY2074| PID Reference Object Distance Geod. Az | EY2074| dddmmss.s | EY2074| EY1692 GRAB AZ MK APPROX. 0.7 KM 1974020.6 | EY2074| EY1693 GRAB RM 2 26.731 METERS 21433 | EY2074| EY1695 GRAB RM 1 54.568 METERS 33909 | EY2074|---------------------------------------------------------------------| EY2074 EY2074 SUPERSEDED SURVEY CONTROL EY2074 EY2074 NAD 27 - 35 55 27.95550(N) 077 00 24.45580(W) AD( ) 2 EY2074 EY2074.Superseded values are not recommended for survey control. EY2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2074.See file dsdata.txt to determine how the superseded data were derived. EY2074 EY2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1897877445(NAD 83) EY2074_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EY2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2074_MAGNETIC: N = NO MAGNETIC MATERIAL EY2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2074+STABILITY: SURFACE MOTION EY2074 EY2074 HISTORY - Date Condition Report By EY2074 HISTORY - 1959 MONUMENTED CGS EY2074 HISTORY - 1965 GOOD CGS EY2074 HISTORY - 1967 GOOD USE EY2074 HISTORY - 1969 GOOD CGS EY2074 HISTORY - 1980 GOOD NGS EY2074 HISTORY - 1980 GOOD NCGS EY2074 HISTORY - 19950508 MARK NOT FOUND USPSQD EY2074 EY2074 STATION DESCRIPTION EY2074 EY2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) EY2074'THE STATION IS ABOUT 5.0 MILES SOUTHWEST OF WINDSOR, 6.0 MILES EY2074'NORTHEAST OF WILLIAMSTON, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY EY2074'17, JUST SOUTH OF A SAND ROAD LEADING NORTHWEST TO GRABTOWN. EY2074' EY2074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 EY2074'BY-PASS AND U.S. HIGHWAY 17 ABOUT 1.0 MILE SOUTHWEST OF WINDSOR, EY2074'GO SOUTH AND WEST ON HIGHWAYS 13 AND 17 FOR 5.7 MILES TO A SIDE EY2074'ROAD AT A CURVE IN THE HIGHWAY AND THE STATION ON THE RIGHT IN EY2074'THE SOUTHWEST ANGLE OF THE INTERSECTION. EY2074' EY2074'STATION MARKS ARE STANDARD DISKS STAMPED GRAB 1959. THE EY2074'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH EY2074'WITH THE SURFACE OF THE GROUND. IT IS 122 FEET SOUTHWEST OF EY2074'THE CENTER OF THE SAND ROAD, 45.5 FEET NORTHEAST OF A 2-FOOT EY2074'DECIDUOUS TREE WITH A TRIANGULAR BLAZE, 75 FEET NORTHWEST OF EY2074'THE CENTERLINE OF HIGHWAYS 17 AND 13 AND 26.5 FEET SOUTHEAST OF EY2074'THE CENTER OF A DRAINAGE DITCH. A STANDARD METAL WITNESS POST EY2074'WAS SET 1.6 FEET NORTHWEST OF THE MARK. THE UNDERGROUND DISK EY2074'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE EY2074'SURFACE OF THE GROUND. EY2074' EY2074'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAB NO 1 1959, IS EY2074'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS EY2074'112 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST SAND ROAD, 91 EY2074'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH SAND ROAD AND 1 EY2074'FOOT SOUTH OF A POWERLINE POLE. EY2074' EY2074'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAB NO 2 1959, EY2074'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS EY2074'77 FEET NORTHWEST OF THE CENTER OF HIGHWAYS 17 AND 13, 69 FEET EY2074'SOUTH OF A 2-FOOT DECIDUOUS TREE WITH A TRIANGULAR BLAZE AND 20 EY2074'FEET SOUTHEAST OF THE SOUTHEAST BANK OF A SWAMPY AREA. EY2074' EY2074'AZIMUTH MARK IS A STANDARD DISK STAMPED GRAB 1959, IS SET IN A EY2074'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 36.5 FEET EY2074'WEST OF THE CENTERLINE OF HIGHWAYS 17 AND 13, 10 FEET NORTH OF EY2074'THE CENTER OF A FIELD ROAD, 2 FEET NORTHEAST OF THE NORTH GATE EY2074'POST AND 1 FOOT EAST OF THE FENCE LINE. A STANDARD METAL EY2074'WITNESS POST WAS SET 1.3 FEET EAST OF THE MARK. EY2074' EY2074'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. EY2074'HIGHWAYS 17 AND 13 FOR 0.4 MILE TO A FIELD ENTRANCE ON THE RIGHT EY2074'AND THE AZIMUTH MARK. EY2074 EY2074 STATION RECOVERY (1965) EY2074 EY2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2074'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD EY2074'CONDITION. THE 1959 DESCRIPTION IS ADEQUATE. EY2074' EY2074'TRIANGULATION STATION GRAB 2 1965 WAS ESTABLISHED, SEE EY2074'DESCRIPTION THEREOF. EY2074' EY2074'OBSERVATION MADE FROM TRIPOD. EY2074 EY2074 STATION RECOVERY (1967) EY2074 EY2074'RECOVERY NOTE BY US ENGINEERS 1967 EY2074'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EY2074'GRAB 1959 SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND. EY2074' EY2074'STATION IS LOCATED 122 FT SW OF THE CENTER OF THE SAND ROAD, EY2074'AND 75 FT NW OF THE CENTERLINE OF HIGHWAYS 17 AND 13. A EY2074'STANDARD METAL WITNESS POST WAS SET 1.6 FT NW OF THE EY2074'MARK. GRAB 2 IS 66 FT FROM STATION GRAB ON A M.AZ. OF 57 DEG. EY2074' EY2074'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 13 BY-PASS AND EY2074'U.S. HIGHWAY 17 ABOUT 1.0 MILE SW OF WINDSOR, GO S AND W ON EY2074'HIGHWAYS 13 AND 17 FOR 5.7 MILES TO A SIDE ROAD AT A CURVE IN EY2074'THE HIGHWAY AND THE STATION SITE ON THE RIGHT IN THE SW ANGLE EY2074'OF THE INTERSECTION. EY2074' EY2074'R.M. 1 NOT RECOVERED. EY2074' EY2074'R.M. 2 NOT RECOVERED. EY2074' EY2074'AZ. MK. IS A STANDARD USC AND GS DISK STAMPED GRAB 1959 SET IN EY2074'A SQUARE CONCRETE POST THAT PROJECTS 5 IN ABOVE GROUND. IT EY2074'IS 36.5 FT W OF THE CENTERLINE OF HIGHWAY 17 AND 13, ABOUT 10 EY2074'FT N OF THE CENTER OF A FIELD ROAD, 2 FT NE OF THE N GATE EY2074'POST, AND 1 FT E OF THE FENCE LINE. A STANDARD METAL WITNESS EY2074'POST WAS SET 1.3 FT E OF THE MARK. EY2074 EY2074 STATION RECOVERY (1969) EY2074 EY2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) EY2074'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN EY2074'GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. EY2074' EY2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EY2074'5 MILES SOUTHWEST OF WINDSOR. EY2074 EY2074 STATION RECOVERY (1980) EY2074 EY2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EY2074'STATION MARK, REFERENCE MARKS ONE AND TWO AND THE AZIMUTH MARK AND EY2074'GRAB 2 1965 WERE RECOVERED IN GOOD CONDITION. GRAB 2 RMA 1965 EY2074'SURFACE MARK WAS NOT FOUND, HOWEVER, THE UNDERGROUND DISK WAS EY2074'RECOVERED IN GOOD CONDITION AT THE EDGE OF A DITCH. THE SURFACE EY2074'MARK WAS RESET DIRECTLY OVER THE UNDERGROUND. THE DISTANCE TO EY2074'REFERENCE MARK WAS FOUND TO BE LONGER BY 0.03 FEET AND THE DISTANCE EY2074'TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.04 FEET. THE EY2074'DIRECTIONS TO BOTH MARKS CHECKED WITH THE 1959 DESCRIPTION. EY2074' EY2074'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY2074' EY2074'STATION IS ABOUT 7 MILES NORTHEAST OF WILLIAMSTON, 6-1/2 MILES EY2074'SOUTHWEST OF WINDSOR IN THE SOUTHWEST ANGLE OF THE INTERSECTION EY2074'OF U.S. HIGHWAY 17 AND SR 1106 AND ON HIGHWAY RIGHT-OF-WAY. EY2074' EY2074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 13 AND EY2074'64 IN THE SOUTH EDGE OF WILLIAMSTON, GO NORTHEAST ON U.S. HIGHWAY 17 EY2074'FOR 6.6 MILES TO A MEDIAN CROSSING, A FIELD ROAD AND THE AZIMUTH MARK EY2074'ON THE LEFT. CONTINUE NORTHEAST ON HIGHWAY 17 FOR 0.4 MILE TO THE EY2074'JUNCTION WITH SR 1106 AND THE STATION ON THE LEFT. EY2074' EY2074'STATION MARKS ARE STANDARD DISKS. THE SURFACE DISK IS SET IN THE TOP EY2074'OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH BELOW GROUND EY2074'SURFACE. THE UNDERGROUND MARK WAS NOT INSPECTED. BUT WAS DESCRIBED EY2074'IN 1959 AS BEING SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW EY2074'THE GROUND SURFACE. THEY ARE STAMPED---GRAB 1959---AND ARE 1 EY2074'FOOT EAST OF A METAL WITNESS POST, 27 FEET NORTHEAST OF THE SOUTH EY2074'POST OF A BILL-BOARD WITH AN ALUMINUM REFERENCE TAG, 75 FEET EY2074'NORTHWEST OF THE CENTERLINE OF THE SOUTH-BOUND LANE OF HIGHWAY 17 AND EY2074'141.5 FEET SOUTHWEST OF THE NORTHWEST END OF AN ASPHALT TRAFFIC EY2074'ISLAND ON SR 1106. EY2074' EY2074'STATION GRAB 2 IS A STANDARD DISK STAMPED---GRAB 2 1965---SET EY2074'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12-INCHES IN EY2074'DIAMETER AND RECESSED 4-INCHES BELOW THE GROUND SURFACE. THE EY2074'UNDERGROUND MARK WAS NOT INSPECTED. THEY ARE 4.9 FEET SOUTHEAST EY2074'OF A METAL WITNESS POST, 78 FEET NORTHWEST OF THE CENTERLINE OF EY2074'SOUTHBOUND LANE OF HIGHWAY 17 AND 77 FEET SOUTH-SOUTHWEST OF THE EY2074'NORTHWEST END OF AN ASPHALT TRAFFIC ISLAND IN THE MIDDLE OF SR 1106. EY2074' EY2074'GRAB 2 RMA ARE STANDARD DISKS. THE SURFACE DISK IS STAMPED---GRAB 2 EY2074'RMA 1965 1980---SET IN THE TOP OF A 19-INCH CYLINDRICAL CONCRETE EY2074'POST THAT IS RECESSED 8-INCHES BELOW THE GROUND SURFACE OF A EY2074'DITCH. THE SUB-SURFACE DISK IS STAMPED---GRAB 2 RMA 1965---SET IN EY2074'AN IRREGULAR MASS OF CONCRETE 2.9 FEET BELOW THE GROUND SURFACE. THEY EY2074'ARE 17 FEET SOUTHWEST OF THE SOUTHWEST END OF A ROUND CONCRETE CULVERT EY2074'UNDER SR 1107, 21.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1107, EY2074'68.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE NUMBERED S-381-54-45 AND EY2074'84.5 FEET WEST OF THE NORTHWEST END OF THE ASPHALT TRAFFIC ISLAND. EY2074' EY2074'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GRAB NO 1 1959--- EY2074'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EY2074'INCHES. IT IS 2.9 FEET SOUTH OF POWERLINE POLE NUMBER S-381-54-45, EY2074'44.8 FEET NORTH-NORTHWEST OF THE CENTERLINE OF SR 1107 AND 88.9 FEET EY2074'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1106. EY2074' EY2074'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GRAB NO 2 1959---SET IN EY2074'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES. EY2074'IT IS 62 FEET SOUTHWEST OF THE SOUTH POST OF THE BILL BOARD AND 77.2 EY2074'FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 17. EY2074' EY2074'AZIMUTH MARK IS A STANDARD DISK STAMPED---GRAB 1959---SET IN THE TOP EY2074'OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH BELOW THE EY2074'GROUND SURFACE. IT IS 8 FEET NORTHEAST OF THE CENTER OF A FIELD ROAD, EY2074'15.7 FEET EAST-SOUTHEAST OF THE NORTH GATE POST, WITH A REFERENCE TAG, EY2074'AT THE FIELD ENTRANCE AND 36.5 FEET WEST-NORTHWEST OF THE CENTERLINE EY2074'OF THE SOUTHBOUND LANE OF HIGHWAY 17. EY2074 EY2074 STATION RECOVERY (1980) EY2074 EY2074'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY2074'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.D. EY2074'MCKINNEY WHO PERFORMED A FOLLOW UP TO THIS VISIT ALSO IN 1980. EY2074 EY2074 STATION RECOVERY (1995) EY2074 EY2074'RECOVERY NOTE BY US POWER SQUADRON 1995 EY2074'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1694 *********************************************************************** EY1694 DESIGNATION - GRAB 2 EY1694 PID - EY1694 EY1694 STATE/COUNTY- NC/BERTIE EY1694 USGS QUAD - QUITSNA (1981) EY1694 EY1694 *CURRENT SURVEY CONTROL EY1694 ___________________________________________________________________ EY1694* NAD 83(1986)- 35 55 29.07797(N) 077 00 22.86744(W) ADJUSTED EY1694* NAVD 88 - 7.378 (meters) 24.21 (feet) ADJUSTED EY1694 ___________________________________________________________________ EY1694 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EY1694 GEOID HEIGHT- -35.92 (meters) GEOID03 EY1694 DYNAMIC HT - 7.372 (meters) 24.19 (feet) COMP EY1694 MODELED GRAV- 979,818.3 (mgal) NAVD 88 EY1694 EY1694 HORZ ORDER - FIRST EY1694 VERT ORDER - SECOND CLASS II EY1694 EY1694.The North Carolina HARNS have been completed but, EY1694.due to contractual restrictions, coordinates for these stations EY1694.will NOT be published in the near future. In the interim, the EY1694.published coordinates in North Carolina will not be EY1694.consistent with the Continuously Operating Reference Stations EY1694.(CORS). The HARN coordinates for these stations are available EY1694.upon request. Contact Gary Thompson(919-733-3836). EY1694. EY1694.In addition, the published North Carolina positions EY1694.(NAD 83 (1986)) are NOT consistent with those determined in EY1694.adjacent state readjustments. The discontinuity between stations EY1694.located in North Carolina and those in adjacent states EY1694.which have been adjusted to the HARN may be as much as 5 EY1694.decimeters. This will result in a significant loss of accuracy EY1694.over lines crossing such state borders. EY1694 EY1694 EY1694.The horizontal coordinates were established by classical geodetic methods EY1694.and adjusted by the National Geodetic Survey in July 1986. EY1694 EY1694.The orthometric height was determined by differential leveling EY1694.and adjusted by the National Geodetic Survey in June 1991. EY1694 EY1694.The Laplace correction was computed from DEFLEC99 derived deflections. EY1694 EY1694.The geoid height was determined by GEOID03. EY1694 EY1694.The dynamic height is computed by dividing the NAVD 88 EY1694.geopotential number by the normal gravity value computed on the EY1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1694.degrees latitude (g = 980.6199 gals.). EY1694 EY1694.The modeled gravity was interpolated from observed gravity values. EY1694 EY1694; North East Units Scale Factor Converg. EY1694;SPC NC - 243,057.402 789,503.871 MT 0.99994146 +1 09 02.4 EY1694;SPC NC - 797,430.83 2,590,230.62 sFT 0.99994146 +1 09 02.4 EY1694;UTM 18 - 3,977,461.427 318,988.985 MT 1.00000375 -1 10 39.0 EY1694 EY1694! - Elev Factor x Scale Factor = Combined Factor EY1694!SPC NC - 1.00000448 x 0.99994146 = 0.99994594 EY1694!UTM 18 - 1.00000448 x 1.00000375 = 1.00000823 EY1694 EY1694: Primary Azimuth Mark Grid Az EY1694:SPC NC - GRAB AZ MK 196 55 41.9 EY1694:UTM 18 - GRAB AZ MK 199 15 23.3 EY1694 EY1694|---------------------------------------------------------------------| EY1694| PID Reference Object Distance Geod. Az | EY1694| dddmmss.s | EY1694| EY1692 GRAB AZ MK APPROX. 0.7 KM 1980444.3 | EY1694| EY2074 GRAB 19.970 METERS 21218 | EY1694| EY1693 GRAB RM 2 46.726 METERS 21335 | EY1694| EY2075 GRAB 2 RM A RESET 25.539 METERS 31834 | EY1694| EY1695 GRAB RM 1 45.504 METERS 31834 | EY1694|---------------------------------------------------------------------| EY1694 EY1694 SUPERSEDED SURVEY CONTROL EY1694 EY1694 NAD 27 - 35 55 28.50326(N) 077 00 24.03002(W) AD( ) 1 EY1694 NGVD 29 (01/18/91) 7.71 (m) 25.3 (f) LEVELING 3 EY1694 EY1694.Superseded values are not recommended for survey control. EY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1694.See file dsdata.txt to determine how the superseded data were derived. EY1694 EY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1898977461(NAD 83) EY1694_MARKER: DS = TRIANGULATION STATION DISK EY1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY1694_STAMPING: GRAB 2 1965 EY1694_MAGNETIC: N = NO MAGNETIC MATERIAL EY1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1694+STABILITY: SURFACE MOTION EY1694 EY1694 HISTORY - Date Condition Report By EY1694 HISTORY - 1965 MONUMENTED CGS EY1694 HISTORY - 1969 GOOD CGS EY1694 HISTORY - 1975 GOOD NCGS EY1694 HISTORY - 1980 GOOD NGS EY1694 HISTORY - 1980 GOOD NCGS EY1694 HISTORY - 19950508 MARK NOT FOUND USPSQD EY1694 EY1694 STATION DESCRIPTION EY1694 EY1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY1694'THE STATION IS LOCATED 6 MILES NORTHEAST OF WILLIAMSTON, 5 MILES EY1694'SOUTHWEST OF WINDSOR AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 13 AND EY1694'17. EY1694' EY1694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 BY EY1694'PASS AND U.S. HIGHWAY 17 ABOUT 1.0 MILE SOUTHWEST OF WINDSOR, GO EY1694'SOUTH AND WEST ON U.S. HIGHWAY 13 AND 17 FOR 5.7 MILES TO A SIDE EY1694'ROAD AT A CURVE IN THE ROAD AND THE STATION ON THE RIGHT IN THE EY1694'SOUTHWEST ANGLE OF THE INTERSECTION. EY1694' EY1694'THE STATION MARK IS A STANDARD DISK, STAMPED GRAB 2 1965, SET IN EY1694'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS EY1694'2-INCHES. IT IS 78 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY EY1694'13 AND 17, 59 FEET WEST OF THE CENTER OF COUNTY ROUTE 1106, 39 EY1694'FEET SOUTH OF THE CENTER OF COUNTY ROUTE 1107 AND 4.6 FEET SOUTH EY1694'OF A METAL WITNESS SIGN POST. EY1694' EY1694'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAB NO 1 1959, SET EY1694'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS EY1694'4-INCHES. IT IS 106 FEET NORTH OF THE CENTER OF COUNTY ROUTE EY1694'1110, 90 FEET WEST OF THE CENTER OF COUNTY ROUTE 1106 AND 1.2 EY1694'FEET SOUTH OF A POWER LINE POLE. EY1694' EY1694'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAB NO 2 1959, SET EY1694'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS EY1694'3-INCHES. IT IS 86.8 FEET SOUTHWEST OF A METAL WITNESS SIGN EY1694'POST, 77 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 13 AND 17 EY1694'AND 62 FEET SOUTHWEST OF THE SOUTH END OF A BILLBOARD. EY1694' EY1694'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAB 1959, SET IN EY1694'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH EY1694'THE GROUND SURFACE. IT IS 36.5 FEET WEST OF THE CENTER OF EY1694'U.S. HIGHWAY 13 AND 17, 1.3 FEET WEST OF A METAL WITNESS SIGN EY1694'POST, 1.3 FEET NORTH OF THE NORTH GATE POST AND IN THE FENCE EY1694'LINE. EY1694' EY1694'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY EY1694'13 AND 17 FOR 0.4 MILE TO THE MARK ON THE RIGHT. EY1694 EY1694 STATION RECOVERY (1969) EY1694 EY1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) EY1694'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT GRAB 2 EY1694'RM A WERE FOUND TO BE IN GOOD CONDITION. COUNTY ROAD 1106 HAS EY1694'BEEN RELOCATED AND THE GRAB 2 RM A SURFACE MARK WAS EY1694'DESTROYED. HOWEVER THE UNDERGROUND MARK WAS RECOVERED IN GOOD EY1694'CONDITION AND IS ABOUT 1 FOOT BELOW THE SURFACE AT NEARLY THE EY1694'BOTTOM OF THE DITCH. THE ORIGINAL STATION DESCRIPTION IS EY1694'ADEQUATE. EY1694' EY1694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EY1694'5 MILES SOUTHWEST OF WINDSOR. EY1694 EY1694 STATION RECOVERY (1975) EY1694 EY1694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1694'5.6 MI NNE FROM WILLIAMSTON. EY1694'STATION IS AT THE INTERSECTION OF US 13, US 17 AND SR 1106, EY1694'APPROXIMATELY MIDWAY BETWEEN WILLIAMSTON AND WINDSOR, IN SW QUADRANT. EY1694'78.0 FT. NW OF C/L OF US 13 AND US 17 (SOUTH BOUND LANE), 77.0 FT. SSW EY1694'OF C/L OF SR 1106 AT WEST END OF ASPHALT MEDIAN, 39.0 FT. SOUTH OF C/L EY1694'OF SR 1107, 4.6 FT. SE OF WITNESS POST. DISK IS SET IN TOP OF EY1694'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EY1694 EY1694 STATION RECOVERY (1980) EY1694 EY1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EY1694'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE EY1694'RECOVERED IN GOOD CONDITION. GRAB 2 RMA 1965 SURFACE MARK WAS NOT EY1694'FOUND, HOWEVER THE UNDERGROUND STATION DISK WAS RECOVERED IN GOOD EY1694'CONDITION AT THE EDGE OF A DITCH LINE. THE SURFACE MARK WAS RESET EY1694'DIRECTLY OVER THE UNDERGROUND. GRAB 1959 RECOVERED IN GOOD CONDITION. EY1694' EY1694'A NEW DESCRIPTION FOLLOWS-- EY1694' EY1694'THE STATION IS ABOUT 7 MILES NORTHEAST OF WILLIAMSTON, 6-1/2 MILES EY1694'SOUTHWEST OF WINDSOR IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF EY1694'U.S. HIGHWAY 17 AND SECONDARY ROAD 1106 ON HIGHWAY RIGHT-OF-WAY. EY1694' EY1694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 13 AND EY1694'64 IN THE SOUTH EDGE OF WILLIAMSTON, GO NORTHEAST ON U.S. HIGHWAY 17 EY1694'FOR 6.6 MILES TO A MEDIAN CROSSING, A FIELD ROAD AND THE AZIMUTH EY1694'MARK ON THE LEFT. CONTINUE NORTHEAST ON U.S. HIGHWAY 17 FOR 0.4 EY1694'MILE TO THE JUNCTION WITH SR 1106 AND THE STATION ON THE LEFT. EY1694' EY1694'STATION MARK IS A STANDARD DISK STAMPED---GRAB 2 1965---SET IN THE EY1694'TOP OF A 12-INCH DIAMETER CONCRETE POST THAT IS RECESSED 4 INCHES EY1694'BELOW THE GROUND SURFACE. IT IS 4.9 FEET SOUTHEAST OF A METAL WITNESS EY1694'POST, 78 FEET NORTHWEST OF THE CENTERLINE OF SOUTH-BOUND U.S. HIGHWAY EY1694'17 AND 77 FEET SOUTH-SOUTHWEST OF THE NORTHWEST END OF AN ASPHALT EY1694'TRAFFIC ISLAND IN THE MIDDLE OF SR 1106. THE UNDERGROUND WAS NOT EY1694'INSPECTED. EY1694' EY1694'STATION GRAB 1959 IS A STANDARD DISK STAMPED---GRAB 1959---SET IN EY1694'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH EY1694'BELOW GROUND SURFACE. IT IS 1 FOOT EAST OF A METAL WITNESS POST, EY1694'27 FEET NORTHEAST OF THE SOUTH POST, WITH AN ALUMINUM REFERENCE TAG, EY1694'OF A BILL BOARD, 75 FEET NORTHWEST OF THE CENTERLINE OF SOUTH BOUND EY1694'LANE OF HIGHWAY 17 AND 141.5 SOUTHWEST OF THE NORTHWEST END OF AN EY1694'ASPHALT TRAFFIC ISLAND ON SR 1106. THE UNDERGROUND MARK, DESCRIBED IN EY1694'1959 AS BEING 30 INCHES BELOW GROUND SURFACE, WAS NOT INSPECTED. EY1694' EY1694'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GRAB NO 1 1959---SET EY1694'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EY1694'INCHES. IT IS 2.9 FEET SOUTH OF POWERLINE POLE NUMBER S-381-54-45, EY1694'44.8 FEET NORTH-NORTHWEST OF THE CENTERLINE OF SR 1107 AND 88.9 FEET EY1694'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1106. EY1694' EY1694'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GRAB NO 2 1959---SET EY1694'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EY1694'INCHES. IT IS 62 FEET SOUTHWEST OF THE SOUTH POST OF THE BILLBOARD EY1694'AND 77.2 NORTHWEST OF THE SOUTH-BOUND LANE OF U.S. HIGHWAY 17. EY1694' EY1694'GRAB 2 RMA IS A STANDARD DISK STAMPED---GRAB 2 RMA 1965 1980---SET EY1694'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 19-INCHES IN EY1694'DIAMETER AND RECESSED 8-INCHES BELOW THE GROUND SURFACE. THE EY1694'UNDERGROUND DISK IS ALSO A STANDARD STATION MARK DISK STAMPED---GRAB EY1694'2 RMA 1965---SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 2.9 FEET EY1694'BELOW THE GROUND SURFACE. THEY ARE IN THE EDGE OF A DITCH 17 FEET EY1694'SOUTHWEST OF THE SOUTHEAST END OF A ROUND CONCRETE CULVERT UNDER EY1694'SR 1107, 21.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1107, 68.5 EY1694'FEET SOUTH-SOUTHEAST OF POWERLINE EY1694'POLE NUMBER S-381-54-45 AND 84.5 FEET WEST OF ASPHALT TRAFFIC ISLAND, EY1694'AT NORTHWEST END. EY1694' EY1694'AZIMUTH MARK IS A STANDARD DISK STAMPED---GRAB 1959---SET IN THE TOP EY1694'OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1 INCH BELOW GROUND EY1694'SURFACE. IT IS 8 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT FIELD EY1694'ROAD, 15.7 FEET EAST-SOUTHEAST OF THE NORTH GATE POST TO FIELD EY1694'ENTRANCE WHICH HAS AN ALUMINUM REFERENCE TAG AND 36.5 FEET EY1694'WEST-NORTHWEST OF THE SOUTH-BOUND LANE OF U.S. HIGHWAY 17. EY1694' EY1694'THE 1965 DESCRIPTION WAS NOT AVAILABLE AT THIS WRITING. EY1694 EY1694 STATION RECOVERY (1980) EY1694 EY1694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1694'ALL MARKS WERE RECOVERED IN GOOD CONDITION BY H.D. MCKINNEY ALSO IN EY1694'1980. DISTANCE TO REFERENCE MARK 2 WAS NOT CHECKED BECAUSE OF BRIARS, EY1694'YET MCKINNEY MEASURED IT DIFFERENT--20 FEET SHORTER--THAN THE ORIGINAL EY1694'1965 MEASUREMENT. EY1694 EY1694 STATION RECOVERY (1995) EY1694 EY1694'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1694'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2075 *********************************************************************** EY2075 DESIGNATION - GRAB 2 RM A RESET EY2075 PID - EY2075 EY2075 STATE/COUNTY- NC/BERTIE EY2075 USGS QUAD - QUITSNA (1981) EY2075 EY2075 *CURRENT SURVEY CONTROL EY2075 ___________________________________________________________________ EY2075* NAD 83(1986)- 35 55 29.69917(N) 077 00 23.54163(W) ADJUSTED EY2075* NAVD 88 - 7.4 (meters) 24. (feet) VERTCON EY2075 ___________________________________________________________________ EY2075 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EY2075 GEOID HEIGHT- -35.92 (meters) GEOID03 EY2075 EY2075 HORZ ORDER - FIRST EY2075 EY2075.The North Carolina HARNS have been completed but, EY2075.due to contractual restrictions, coordinates for these stations EY2075.will NOT be published in the near future. In the interim, the EY2075.published coordinates in North Carolina will not be EY2075.consistent with the Continuously Operating Reference Stations EY2075.(CORS). The HARN coordinates for these stations are available EY2075.upon request. Contact Gary Thompson(919-733-3836). EY2075. EY2075.In addition, the published North Carolina positions EY2075.(NAD 83 (1986)) are NOT consistent with those determined in EY2075.adjacent state readjustments. The discontinuity between stations EY2075.located in North Carolina and those in adjacent states EY2075.which have been adjusted to the HARN may be as much as 5 EY2075.decimeters. This will result in a significant loss of accuracy EY2075.over lines crossing such state borders. EY2075 EY2075 EY2075.The horizontal coordinates were established by classical geodetic methods EY2075.and adjusted by the National Geodetic Survey in July 1986. EY2075 EY2075.The NAVD 88 height was computed by applying the VERTCON shift value to EY2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2075 EY2075.The Laplace correction was computed from DEFLEC99 derived deflections. EY2075 EY2075.The geoid height was determined by GEOID03. EY2075 EY2075; North East Units Scale Factor Converg. EY2075;SPC NC - 243,076.204 789,486.590 MT 0.99994149 +1 09 02.0 EY2075;SPC NC - 797,492.51 2,590,173.92 sFT 0.99994149 +1 09 02.0 EY2075;UTM 18 - 3,977,480.917 318,972.480 MT 1.00000382 -1 10 39.4 EY2075 EY2075! - Elev Factor x Scale Factor = Combined Factor EY2075!SPC NC - 1.00000448 x 0.99994149 = 0.99994597 EY2075!UTM 18 - 1.00000448 x 1.00000382 = 1.00000830 EY2075 EY2075: Primary Azimuth Mark Grid Az EY2075:SPC NC - WILLIAMSTON RESET 207 51 40.9 EY2075:UTM 18 - WILLIAMSTON RESET 210 11 22.3 EY2075 EY2075|---------------------------------------------------------------------| EY2075| PID Reference Object Distance Geod. Az | EY2075| dddmmss.s | EY2075| EY1694 GRAB 2 25.539 METERS 13834 | EY2075| EY1989 WILLIAMSTON RESET APPROX.10.9 KM 2090042.9 | EY2075|---------------------------------------------------------------------| EY2075 EY2075 SUPERSEDED SURVEY CONTROL EY2075 EY2075 NAD 27 - 35 55 29.12453(N) 077 00 24.70424(W) AD( ) 1 EY2075 NGVD 29 (07/19/86) 7.7 (m) 25. (f) VERT ANG EY2075 EY2075.Superseded values are not recommended for survey control. EY2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2075.See file dsdata.txt to determine how the superseded data were derived. EY2075 EY2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1897277481(NAD 83) EY2075_MARKER: DS = TRIANGULATION STATION DISK EY2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2075 EY2075 HISTORY - Date Condition Report By EY2075 HISTORY - 1965 MONUMENTED CGS EY2075 HISTORY - 1969 SEE DESCRIPTION CGS EY2075 HISTORY - 19950508 GOOD USPSQD EY2075 EY2075 STATION DESCRIPTION EY2075 EY2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2075'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF WILLIAMSTON AND EY2075'5 MILES SOUTHWEST OF WINDSOR, NEAR THE NORTHEAST CORNER OF A FIELD EY2075'UNDER CULTIVATION OWNED BY MRS. REBECCA LITTLE. EY2075' EY2075'THE STATION MARK IS A STANDARD DISK STAMPED GRAB 2 RM A 1965, SET EY2075'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT IS 18-INCHES EY2075'BELOW THE SURFACE OF THE GROUND. IT IS 159 FEET NORTHWEST OF THE EY2075'CENTER OF U.S. HIGHWAY 13, 79 FEET NORTH-NORTHWEST OF A METAL EY2075'WITNESS POST. 72 FEET WEST OF THE CENTER OF A SAND ROAD (COUNTY EY2075'ROAD 1106), 66.5 FEET SOUTH OF A POWER POLE, AND 41 FEET NORTH EY2075'OF THE CENTER OF A SAND ROAD (COUNTY ROAD 1107). EY2075' EY2075'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EY2075'GRAB 2, DISTANCE BEING 25.5410 METERS OR (83.796) FEET SOUTHEAST. EY2075' EY2075'FOR A ROUTE TO REACH THE STATION SEE DESCRIPTION FOR STATION EY2075'GRAB 2 1965. EY2075 EY2075 STATION RECOVERY (1969) EY2075 EY2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) EY2075'STATION UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE IN GOOD EY2075'CONDITION. THE SURFACE MARK WAS DESTROYED DURING RELOCATION OF EY2075'COUNTY ROAD 1106. THE MARK IS NOW 6 FEET SOUTHEAST OF HIGHWAY STOP EY2075'SIGN AND NEARLY AT THE BOTTOM OF A 3-1/2 FOOT DITCH. MARK IS EY2075'ABOUT 1 FOOT BELOW THE SURFACE. MARK IS EASILY RECOVERABLE. EY2075' EY2075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EY2075'5 MILES SOUTHWEST OF WINDSOR. EY2075 EY2075 STATION RECOVERY (1995) EY2075 EY2075'RECOVERY NOTE BY US POWER SQUADRON 1995 EY2075'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1692 *********************************************************************** EY1692 DESIGNATION - GRAB AZ MK EY1692 PID - EY1692 EY1692 STATE/COUNTY- NC/BERTIE EY1692 USGS QUAD - QUITSNA (1981) EY1692 EY1692 *CURRENT SURVEY CONTROL EY1692 ___________________________________________________________________ EY1692* NAD 83(1986)- 35 55 07.15153(N) 077 00 31.66689(W) ADJUSTED EY1692* NAVD 88 - 8.309 (meters) 27.26 (feet) ADJUSTED EY1692 ___________________________________________________________________ EY1692 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EY1692 GEOID HEIGHT- -35.93 (meters) GEOID03 EY1692 DYNAMIC HT - 8.302 (meters) 27.24 (feet) COMP EY1692 MODELED GRAV- 979,817.4 (mgal) NAVD 88 EY1692 EY1692 HORZ ORDER - THIRD EY1692 VERT ORDER - SECOND CLASS II EY1692 EY1692.The North Carolina HARNS have been completed but, EY1692.due to contractual restrictions, coordinates for these stations EY1692.will NOT be published in the near future. In the interim, the EY1692.published coordinates in North Carolina will not be EY1692.consistent with the Continuously Operating Reference Stations EY1692.(CORS). The HARN coordinates for these stations are available EY1692.upon request. Contact Gary Thompson(919-733-3836). EY1692. EY1692.In addition, the published North Carolina positions EY1692.(NAD 83 (1986)) are NOT consistent with those determined in EY1692.adjacent state readjustments. The discontinuity between stations EY1692.located in North Carolina and those in adjacent states EY1692.which have been adjusted to the HARN may be as much as 5 EY1692.decimeters. This will result in a significant loss of accuracy EY1692.over lines crossing such state borders. EY1692 EY1692 EY1692.The horizontal coordinates were established by GPS observations EY1692.and adjusted by the National Geodetic Survey in March 1989. EY1692 EY1692.The orthometric height was determined by differential leveling EY1692.and adjusted by the National Geodetic Survey in June 1991. EY1692 EY1692.The Laplace correction was computed from DEFLEC99 derived deflections. EY1692 EY1692.The geoid height was determined by GEOID03. EY1692 EY1692.The dynamic height is computed by dividing the NAVD 88 EY1692.geopotential number by the normal gravity value computed on the EY1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1692.degrees latitude (g = 980.6199 gals.). EY1692 EY1692.The modeled gravity was interpolated from observed gravity values. EY1692 EY1692; North East Units Scale Factor Converg. EY1692;SPC NC - 242,377.345 789,296.887 MT 0.99994021 +1 08 57.3 EY1692;SPC NC - 795,199.67 2,589,551.54 sFT 0.99994021 +1 08 57.3 EY1692;UTM 18 - 3,976,790.296 318,754.531 MT 1.00000479 -1 10 43.5 EY1692 EY1692! - Elev Factor x Scale Factor = Combined Factor EY1692!SPC NC - 1.00000433 x 0.99994021 = 0.99994454 EY1692!UTM 18 - 1.00000433 x 1.00000479 = 1.00000912 EY1692 EY1692 SUPERSEDED SURVEY CONTROL EY1692 EY1692 NAD 27 - 35 55 06.57072(N) 077 00 32.83188(W) AD( ) 3 EY1692 NGVD 29 (??/??/92) 8.639 (m) 28.34 (f) ADJ UNCH 2 2 EY1692 EY1692.Superseded values are not recommended for survey control. EY1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1692.See file dsdata.txt to determine how the superseded data were derived. EY1692 EY1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1875576790(NAD 83) EY1692_MARKER: DZ = AZIMUTH MARK DISK EY1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY1692_STAMPING: GRAB 1959 EY1692_MARK LOGO: CGS EY1692_PROJECTION: RECESSED 3 CENTIMETERS EY1692_MAGNETIC: N = NO MAGNETIC MATERIAL EY1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1692+STABILITY: SURFACE MOTION EY1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1692+SATELLITE: SATELLITE OBSERVATIONS - 1987 EY1692 EY1692 HISTORY - Date Condition Report By EY1692 HISTORY - 1987 MONUMENTED NGS EY1692 HISTORY - 1975 GOOD NCGS EY1692 HISTORY - 1980 GOOD NCGS EY1692 HISTORY - 1980 GOOD NCGS EY1692 HISTORY - 19950508 POOR USPSQD EY1692 EY1692 STATION DESCRIPTION EY1692 EY1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP) EY1692'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EY1692'NORTHEAST OF WILLIAMSTON, 10.0 KM (6.2 MI) SOUTHWEST OF WINDSOR, AND EY1692'0.7 KM (0.45 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS EY1692'13, 17 AND STATE ROUTE 1106. EY1692'OWNERSHIP--NC DEPT OF TRANSP, PO BOX 25201, RALEIGH NC 27611, PH EY1692'919-733-7384. EY1692' EY1692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13, 17 AND EY1692'64 IN WILLIAMSTON, GO NORTHEAST ON HIGHWAYS 13 AND 17 FOR 2.9 KM EY1692'(1.8 MI) TO THE ROANOKE RIVER BRIDGE. CONTINUE AHEAD ON HIGHWAYS EY1692'13 AND 17 FOR 7.2 KM (0.45 MI) TO THE STATION, ON THE LEFT SIDE OF EY1692'SOUTH BOUND LANES OF HIGHWAY AND WEST-NORTHWEST OF HIGHWAY AT A DIM EY1692'FARM ROAD AND WOODEN GATE. EY1692' EY1692'THE STATION IS A STANDARD CGS DISK EY1692'STAMPED---GRAB 1959---, EY1692'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY1692'RECESSED 3 CM BELOW GROUND. LOCATED EY1692'12.2 METERS (40.0 FT) SOUTH-SOUTHWEST FROM A 4 BY 4 WOODEN POST EY1692'WITH A ONE WAY SIGN, EY1692'11.1 METERS (36.5 FT) WEST-NORTHWEST FROM THE CENTER OF SOUTH BOUND EY1692'LANE OF THE HIGHWAY, EY1692'4.8 METERS (15.7 FT) EAST-SOUTHEAST FROM THE NORTH GATE POST WITH A EY1692'REFERENCE TAG, AND EY1692'2.4 METERS (8.0 FT) NORTH FROM THE APPROXIMATE CENTER OF A FARM EY1692'ROAD. EY1692' EY1692'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EY1692'1987. EY1692' EY1692'THIS STATION IS SUITABLE FOR GPS SURVEYS. EY1692' EY1692'DESCRIBED BY J.N. LEONHARDT. EY1692 EY1692 STATION RECOVERY (1975) EY1692 EY1692'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EY1692'5.3 MI NNE FROM WILLIAMSTON. EY1692'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US EY1692'17 BUSINESS, AT ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON, EY1692'PROCEED NNE ALONG US 13 AND US 17 FOR 4.6 MILES TO STATION ON LEFT EY1692'NEAR A FENCE GATE POST, AND 0.4 MILE SSW OF INTERSECTION WITH SR 1106 EY1692'(NW). 36.5 FT. WNW OF C/L OF US 13 AND US 17 SOUTH BOUND LANE, 7.9 EY1692'FT. WEST OF C/L OF DIRT FARM ROAD LEADING WEST, AND 15.7 FT. NORTH OF EY1692'NORTHERNMOST GATE POST OF FENCE WITH ALUMINUM REF. TAG. DISK IS SET EY1692'IN TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EY1692 EY1692 STATION RECOVERY (1980) EY1692 EY1692'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1692'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES NORTH-NORTHEAST OF EY1692'WILLIAMSTON AND 6.2 MILES SOUTHWEST OF WINDSOR. EY1692' EY1692'TO REACH THE STATION FROM THE SOUTHWEST END OF THE US 13-US 17 BRIDGE EY1692'OVER THE ROANOKE RIVER IN WILLIAMSTON, PROCEED NORTH-NORTHEAST ALONG EY1692'US 13-US 17 FOR 4.6 MILES TO STATION ON THE LEFT AT A FENCE GATE AND EY1692'0.45 MILE SOUTH-SOUTHWEST OF THE INTERSECTION WITH SR 1106. EY1692' EY1692'STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED---GRAB 1959---, EY1692'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS 1 INCH BELOW EY1692'THE GROUND SURFACE. THE MARK IS 36.5 FEET WEST-NORTHWEST OF THE EY1692'CENTERLINE OF SOUTH BOUND LANES OF HIGHWAY, 8.0 FEET NORTH OF THE EY1692'CENTERLINE OF DIRT FARM ROAD AND 15.7 FEET EAST-SOUTHEAST OF THE NORTH EY1692'GATE POST WITH REFERENCE TAG. EY1692 EY1692 STATION RECOVERY (1980) EY1692 EY1692'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1692'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT EY1692'5.3 MILES NORTH-NORTHEAST OF WILLIAMSTON AND 6.2 MILES SOUTHWEST OF EY1692'WINDSOR AND EY1692'4.6 MILES NORTH-NORTHEAST ALONG US 13/US 17 FROM THE SOUTHWEST END OF EY1692'THE ROANOKE RIVER IN WILLIAMSTON, ON THE LEFT AT A FENCE GATE AND 0.45 EY1692'MILE SOUTH-SOUTHWEST OF THE INTERSECTION WITH SR 1106, 36.5 FEET EY1692'WEST-NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES OF HIGHWAY, 8.0 FEET EY1692'NORTH OF CENTERLINE OF DIRT FARM ROAD AND 15.7 FEET EAST-SOUTHEAST OF EY1692'NORTH GATE POST WITH REFERENCE TAG. EY1692 EY1692 STATION RECOVERY (1995) EY1692 EY1692'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1692'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3894 *********************************************************************** FX3894 DESIGNATION - GREENS CROSS LOOKOUT TOWER FX3894 PID - FX3894 FX3894 STATE/COUNTY- NC/BERTIE FX3894 USGS QUAD - WINDSOR NORTH (1981) FX3894 FX3894 *CURRENT SURVEY CONTROL FX3894 ___________________________________________________________________ FX3894* NAD 83(1986)- 36 01 01.89849(N) 076 53 24.03164(W) ADJUSTED FX3894* NAVD 88 - FX3894 ___________________________________________________________________ FX3894 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX3894 GEOID HEIGHT- -36.07 (meters) GEOID03 FX3894 FX3894 HORZ ORDER - THIRD FX3894 FX3894.The North Carolina HARNS have been completed but, FX3894.due to contractual restrictions, coordinates for these stations FX3894.will NOT be published in the near future. In the interim, the FX3894.published coordinates in North Carolina will not be FX3894.consistent with the Continuously Operating Reference Stations FX3894.(CORS). The HARN coordinates for these stations are available FX3894.upon request. Contact Gary Thompson(919-733-3836). FX3894. FX3894.In addition, the published North Carolina positions FX3894.(NAD 83 (1986)) are NOT consistent with those determined in FX3894.adjacent state readjustments. The discontinuity between stations FX3894.located in North Carolina and those in adjacent states FX3894.which have been adjusted to the HARN may be as much as 5 FX3894.decimeters. This will result in a significant loss of accuracy FX3894.over lines crossing such state borders. FX3894 FX3894 FX3894.The horizontal coordinates were established by classical geodetic methods FX3894.and adjusted by the National Geodetic Survey in July 1986. FX3894 FX3894 FX3894.The Laplace correction was computed from DEFLEC99 derived deflections. FX3894 FX3894.The geoid height was determined by GEOID03. FX3894 FX3894; North East Units Scale Factor Converg. FX3894;SPC NC - 253,529.707 799,782.900 MT 0.99996171 +1 13 04.2 FX3894;SPC NC - 831,788.71 2,623,954.40 sFT 0.99996171 +1 13 04.2 FX3894;UTM 18 - 3,987,507.688 329,685.373 MT 0.99995743 -1 06 41.9 FX3894 FX3894 SUPERSEDED SURVEY CONTROL FX3894 FX3894 NAD 27 - 36 01 01.32500(N) 076 53 25.21000(W) AD( ) 3 FX3894 FX3894.Superseded values are not recommended for survey control. FX3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3894.See file dsdata.txt to determine how the superseded data were derived. FX3894 FX3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2968587508(NAD 83) FX3894_MARKER: 57 = LOOKOUT TOWER FX3894 FX3894 HISTORY - Date Condition Report By FX3894 HISTORY - 1958 FIRST OBSERVED CGS FX3894 HISTORY - 1987 MARK NOT FOUND USPSQD FX3894 FX3894 STATION DESCRIPTION FX3894 FX3894'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER) FX3894'THE STATION IS THE LOOKOUT TOWER ABOUT 4 MILES EAST OF WINDSOR FX3894'ALONG U.S. HIGHWAY 17 AND IS BETWEEN THE TWO ROADS WHICH FORM A FX3894'Y-JUNCTION AT GREENS CROSS. THE LOOKOUT TOWER IS A SQUARE METAL FX3894'CABIN SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND IS 100 FEET IN FX3894'HEIGHT OVERALL. THE SMALL ROUND CUPOLA AT THE TOP CENTER OF TOWER FX3894'WAS POINT LOCATED. THERE IS A U.S.C. AND G.S. BENCH MARK STAMPED FX3894'64 WSM 1955 ELEV 42 FT. CEMENTED IN A DRILL HOLE IN THE CONCRETE FX3894'FOOTING FOR THE STEPS LEADING UP TOWER. FX3894 FX3894 STATION RECOVERY (1987) FX3894 FX3894'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FX3894'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2795 *********************************************************************** FX2795 DESIGNATION - GULF FX2795 PID - FX2795 FX2795 STATE/COUNTY- NC/BERTIE FX2795 USGS QUAD - WINDSOR NORTH (1981) FX2795 FX2795 *CURRENT SURVEY CONTROL FX2795 ___________________________________________________________________ FX2795* NAD 83(1986)- 36 07 15.05654(N) 076 57 50.27760(W) ADJUSTED FX2795* NAVD 88 - 14.248 (meters) 46.75 (feet) ADJUSTED FX2795 ___________________________________________________________________ FX2795 LAPLACE CORR- -4.80 (seconds) DEFLEC99 FX2795 GEOID HEIGHT- -35.69 (meters) GEOID03 FX2795 DYNAMIC HT - 14.236 (meters) 46.71 (feet) COMP FX2795 MODELED GRAV- 979,833.8 (mgal) NAVD 88 FX2795 FX2795 HORZ ORDER - SECOND FX2795 VERT ORDER - SECOND CLASS II FX2795 FX2795.The North Carolina HARNS have been completed but, FX2795.due to contractual restrictions, coordinates for these stations FX2795.will NOT be published in the near future. In the interim, the FX2795.published coordinates in North Carolina will not be FX2795.consistent with the Continuously Operating Reference Stations FX2795.(CORS). The HARN coordinates for these stations are available FX2795.upon request. Contact Gary Thompson(919-733-3836). FX2795. FX2795.In addition, the published North Carolina positions FX2795.(NAD 83 (1986)) are NOT consistent with those determined in FX2795.adjacent state readjustments. The discontinuity between stations FX2795.located in North Carolina and those in adjacent states FX2795.which have been adjusted to the HARN may be as much as 5 FX2795.decimeters. This will result in a significant loss of accuracy FX2795.over lines crossing such state borders. FX2795 FX2795 FX2795.The horizontal coordinates were established by classical geodetic methods FX2795.and adjusted by the National Geodetic Survey in January 1991. FX2795 FX2795.The orthometric height was determined by differential leveling FX2795.and adjusted by the National Geodetic Survey in June 1991. FX2795 FX2795.The Laplace correction was computed from DEFLEC99 derived deflections. FX2795 FX2795.The geoid height was determined by GEOID03. FX2795 FX2795.The dynamic height is computed by dividing the NAVD 88 FX2795.geopotential number by the normal gravity value computed on the FX2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2795.degrees latitude (g = 980.6199 gals.). FX2795 FX2795.The modeled gravity was interpolated from observed gravity values. FX2795 FX2795; North East Units Scale Factor Converg. FX2795;SPC NC - 264,889.378 792,881.926 MT 0.99998754 +1 10 30.5 FX2795;SPC NC - 869,057.90 2,601,313.45 sFT 0.99998754 +1 10 30.5 FX2795;UTM 18 - 3,999,138.635 323,252.218 MT 0.99998493 -1 09 28.9 FX2795 FX2795! - Elev Factor x Scale Factor = Combined Factor FX2795!SPC NC - 1.00000337 x 0.99998754 = 0.99999091 FX2795!UTM 18 - 1.00000337 x 0.99998493 = 0.99998830 FX2795 FX2795 SUPERSEDED SURVEY CONTROL FX2795 FX2795 NGVD 29 (01/18/91) 14.63 (m) 48.0 (f) LEVELING 3 FX2795 FX2795.Superseded values are not recommended for survey control. FX2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2795.See file dsdata.txt to determine how the superseded data were derived. FX2795 FX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2325299139(NAD 83) FX2795_MARKER: DE = TRAVERSE STATION DISK FX2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2795_SP_SET: CONCRETE POST FX2795_STAMPING: GULF 1980 FX2795_MARK LOGO: NCGS FX2795_PROJECTION: RECESSED 15 CENTIMETERS FX2795_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2795+STABILITY: SURFACE MOTION FX2795 FX2795 HISTORY - Date Condition Report By FX2795 HISTORY - 1980 MONUMENTED NCGS FX2795 HISTORY - 1980 GOOD NCGS FX2795 HISTORY - 19950821 MARK NOT FOUND USPSQD FX2795 FX2795 STATION DESCRIPTION FX2795 FX2795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2795'STATION IS LOCATED APPROXIMATELY 1.5 MILES WEST-NORTHWEST OF FX2795'ASKEWVILLE AND 7.3 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2795' FX2795'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2795'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 2.9 MILES TO FX2795'THE SR 1304 AND SR 1228 CROSSROADS AND STATION IN THE EAST QUADRANT. FX2795' FX2795'STATION MARK IS A STANDARD DISK STAMPED---GULF 1980---SET IN THE TOP FX2795'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE FX2795'AND 1 FOOT ABOVE HIGHWAY. MARK IS 47.0 FEET SOUTHEAST OF CENTERLINE FX2795'OF US 13, 24.0 FEET NORTHEAST OF CENTERLINE OF SR 1304, 134.6 FEET FX2795'WEST-SOUTHWEST OF WEST CORNER OF FRAME BUILDING, 159.6 FEET SOUTHWEST FX2795'OF POWER POLE WITH REFERENCE TAG AND 9.7 FEET SOUTH-SOUTHEAST OF STOP FX2795'SIGN POST WITH REFERENCE TAG. FX2795 FX2795 STATION RECOVERY (1980) FX2795 FX2795'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2795'1.5 MI WNW FROM ASKEWVILLE. FX2795'7.3 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2795'2.9 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2795'WINDSOR AND AHOSKIE, IN THE EAST QUADRANT OF SR 1304 AND SR 1228 FX2795'CROSSROADS, 47.0 FEET SOUTHEAST OF CENTERLINE OF US 13, 24.0 FEET FX2795'NORTHEAST OF CENTERLINE OF SR 1304, 134.6 FEET WEST-SOUTHWEST OF WEST FX2795'CORNER OF FRAME BUILDING, 159.6 FEET SOUTHWEST OF POWER POLE WITH FX2795'REFERENCE TAG AND 9.7 FEET SOUTH-SOUTHEAST OF STOP SIGN POST WITH FX2795'REFERENCE TAG. FX2795 FX2795 STATION RECOVERY (1995) FX2795 FX2795'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2795'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3859 *********************************************************************** FX3859 DESIGNATION - GUM FX3859 PID - FX3859 FX3859 STATE/COUNTY- NC/BERTIE FX3859 USGS QUAD - EDENHOUSE (1982) FX3859 FX3859 *CURRENT SURVEY CONTROL FX3859 ___________________________________________________________________ FX3859* NAD 83(1986)- 36 00 23.23373(N) 076 41 10.45548(W) ADJUSTED FX3859* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3859 ___________________________________________________________________ FX3859 LAPLACE CORR- -2.98 (seconds) DEFLEC99 FX3859 GEOID HEIGHT- -36.58 (meters) GEOID03 FX3859 FX3859 HORZ ORDER - THIRD FX3859 FX3859.The North Carolina HARNS have been completed but, FX3859.due to contractual restrictions, coordinates for these stations FX3859.will NOT be published in the near future. In the interim, the FX3859.published coordinates in North Carolina will not be FX3859.consistent with the Continuously Operating Reference Stations FX3859.(CORS). The HARN coordinates for these stations are available FX3859.upon request. Contact Gary Thompson(919-733-3836). FX3859. FX3859.In addition, the published North Carolina positions FX3859.(NAD 83 (1986)) are NOT consistent with those determined in FX3859.adjacent state readjustments. The discontinuity between stations FX3859.located in North Carolina and those in adjacent states FX3859.which have been adjusted to the HARN may be as much as 5 FX3859.decimeters. This will result in a significant loss of accuracy FX3859.over lines crossing such state borders. FX3859 FX3859 FX3859.The horizontal coordinates were established by classical geodetic methods FX3859.and adjusted by the National Geodetic Survey in July 1986. FX3859 FX3859.The orthometric height was scaled from a topographic map. FX3859 FX3859.The Laplace correction was computed from DEFLEC99 derived deflections. FX3859 FX3859.The geoid height was determined by GEOID03. FX3859 FX3859; North East Units Scale Factor Converg. FX3859;SPC NC - 252,747.585 818,174.177 MT 0.99995922 +1 20 07.6 FX3859;SPC NC - 829,222.70 2,684,293.11 sFT 0.99995922 +1 20 07.6 FX3859;UTM 18 - 3,985,979.156 348,028.959 MT 0.99988458 -0 59 29.4 FX3859 FX3859! - Elev Factor x Scale Factor = Combined Factor FX3859!SPC NC - 1.00000548 x 0.99995922 = 0.99996470 FX3859!UTM 18 - 1.00000548 x 0.99988458 = 0.99989006 FX3859 FX3859: Primary Azimuth Mark Grid Az FX3859:SPC NC - PAN 130 11 03.6 FX3859:UTM 18 - PAN 132 30 40.6 FX3859 FX3859|---------------------------------------------------------------------| FX3859| PID Reference Object Distance Geod. Az | FX3859| dddmmss.s | FX3859| EY3951 PAN APPROX.10.9 KM 1313111.2 | FX3859|---------------------------------------------------------------------| FX3859 FX3859 SUPERSEDED SURVEY CONTROL FX3859 FX3859 NAD 27 - 36 00 22.65100(N) 076 41 11.65700(W) AD( ) 3 FX3859 FX3859.Superseded values are not recommended for survey control. FX3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3859.See file dsdata.txt to determine how the superseded data were derived. FX3859 FX3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4802985979(NAD 83) FX3859_MARK LOGO: CGS FX3859 FX3859 HISTORY - Date Condition Report By FX3859 HISTORY - 1909 MONUMENTED CGS FX3859 HISTORY - 1931 SEE DESCRIPTION USE FX3859 HISTORY - 1951 MARK NOT FOUND CGS FX3859 FX3859 STATION DESCRIPTION FX3859 FX3859'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3859'SITUATED ON THE S SIDE OF CHOWAN RIVER AT ITS MOUTH ON GUM POINT, FX3859'THE POINT MARKED ON THE CHART AS BLACK WALNUT PT. FX3859' FX3859'THE STATION IS ON TOP OF A BANK ABOUT 6 FEET HIGH, 3 METERS BACK FX3859'FROM HIGH-WATER MARK. SE FROM THE STATION IS A WOODED SWAMP. FX3859'BACK OF THE BEACH AND IN BACK OF THE SWAMP IS A BANK ABOUT 14 FEET FX3859'HIGH WHICH IS CULTIVATED. AT THE STATION THIS BANK COMES OUT FX3859'CLOSE TO THE WATERS EDGE. FX3859 FX3859 STATION RECOVERY (1931) FX3859 FX3859'RECOVERY NOTE BY US ENGINEERS 1931 FX3859'VISITED LOCALITY OF THIS STATION JULY 14, 1931. FOUND THE STATION FX3859'LYING ON THE BEACH. FX3859 FX3859 STATION RECOVERY (1951) FX3859 FX3859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) FX3859'STATION AND REFERENCE MARK NOT RECOVERED. FX3859' FX3859'THE OAK TREE WITH THE NAIL IN TRIANGLE WAS FOUND. MEASUREMENTS FX3859'INDICATE STATION MARK HAS SLOUGHED OFF A 12-FOOT BLUFF. FX3859' FX3859'REFERENCE MARK NOT RECOVERED AFTER A 3-HOUR SEARCH. IT IS FX3859'BELIEVED TO BE INTACT BUT BURIED UNDER SAND AND COULD NOT BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2878 *********************************************************************** FX2878 DESIGNATION - GUMOAK FX2878 PID - FX2878 FX2878 STATE/COUNTY- NC/BERTIE FX2878 USGS QUAD - WOODVILLE (1972) FX2878 FX2878 *CURRENT SURVEY CONTROL FX2878 ___________________________________________________________________ FX2878* NAD 83(1986)- 36 02 36.20867(N) 077 12 26.07008(W) ADJUSTED FX2878* NAVD 88 - 7.338 (meters) 24.07 (feet) ADJUSTED FX2878 ___________________________________________________________________ FX2878 LAPLACE CORR- -1.46 (seconds) DEFLEC99 FX2878 GEOID HEIGHT- -35.30 (meters) GEOID03 FX2878 DYNAMIC HT - 7.332 (meters) 24.06 (feet) COMP FX2878 MODELED GRAV- 979,825.8 (mgal) NAVD 88 FX2878 FX2878 HORZ ORDER - SECOND FX2878 VERT ORDER - SECOND CLASS II FX2878 FX2878.The North Carolina HARNS have been completed but, FX2878.due to contractual restrictions, coordinates for these stations FX2878.will NOT be published in the near future. In the interim, the FX2878.published coordinates in North Carolina will not be FX2878.consistent with the Continuously Operating Reference Stations FX2878.(CORS). The HARN coordinates for these stations are available FX2878.upon request. Contact Gary Thompson(919-733-3836). FX2878. FX2878.In addition, the published North Carolina positions FX2878.(NAD 83 (1986)) are NOT consistent with those determined in FX2878.adjacent state readjustments. The discontinuity between stations FX2878.located in North Carolina and those in adjacent states FX2878.which have been adjusted to the HARN may be as much as 5 FX2878.decimeters. This will result in a significant loss of accuracy FX2878.over lines crossing such state borders. FX2878 FX2878 FX2878.The horizontal coordinates were established by classical geodetic methods FX2878.and adjusted by the National Geodetic Survey in January 1991. FX2878 FX2878.The orthometric height was determined by differential leveling FX2878.and adjusted by the National Geodetic Survey in June 1991. FX2878 FX2878.The Laplace correction was computed from DEFLEC99 derived deflections. FX2878 FX2878.The geoid height was determined by GEOID03. FX2878 FX2878.The dynamic height is computed by dividing the NAVD 88 FX2878.geopotential number by the normal gravity value computed on the FX2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2878.degrees latitude (g = 980.6199 gals.). FX2878 FX2878.The modeled gravity was interpolated from observed gravity values. FX2878 FX2878; North East Units Scale Factor Converg. FX2878;SPC NC - 255,873.896 771,140.363 MT 0.99996793 +1 02 05.0 FX2878;SPC NC - 839,479.61 2,529,983.01 sFT 0.99996793 +1 02 05.0 FX2878;UTM 18 - 3,991,015.420 301,160.328 MT 1.00008719 -1 17 57.0 FX2878 FX2878! - Elev Factor x Scale Factor = Combined Factor FX2878!SPC NC - 1.00000439 x 0.99996793 = 0.99997232 FX2878!UTM 18 - 1.00000439 x 1.00008719 = 1.00009158 FX2878 FX2878 SUPERSEDED SURVEY CONTROL FX2878 FX2878 NGVD 29 (01/18/91) 7.68 (m) 25.2 (f) LEVELING 3 FX2878 FX2878.Superseded values are not recommended for survey control. FX2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2878.See file dsdata.txt to determine how the superseded data were derived. FX2878 FX2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0116091015(NAD 83) FX2878_MARKER: DE = TRAVERSE STATION DISK FX2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2878_SP_SET: CONCRETE POST FX2878_STAMPING: GUMOAK 1980 FX2878_MARK LOGO: NCGS FX2878_PROJECTION: RECESSED 5 CENTIMETERS FX2878_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2878+STABILITY: SURFACE MOTION FX2878 FX2878 HISTORY - Date Condition Report By FX2878 HISTORY - 1980 MONUMENTED NCGS FX2878 HISTORY - 1980 GOOD NCGS FX2878 HISTORY - 1985 GOOD USPSQD FX2878 HISTORY - 19940829 GOOD USPSQD FX2878 FX2878 STATION DESCRIPTION FX2878 FX2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LES) FX2878'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES SOUTH-SOUTHWEST OF FX2878'LEWISTON AND 6.8 MILES NORTH OF HAMILTON. FX2878' FX2878'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2878'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 5.8 MILES TO A STATION FX2878'ON THE RIGHT AT A GUM AND OAK TREE JOINED AT THE BASE WHERE WOODS FX2878'ROADS LEAD EAST AND WEST AND 1.35 MILES SOUTHWEST OF THE NORTH FX2878'JUNCTION OF SR 1126 (LOOP ROAD). FX2878' FX2878'STATION MARK IS A STANDARD DISK STAMPED---GUMOAK 1980---, SET IN THE FX2878'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND FX2878'SURFACE. THE MARK IS 38.1 FEET WEST OF THE CENTERLINE OF NC 11-42, FX2878'28.7 FEET SOUTHEAST OF A 24 INCH GUM WITH REFERENCE TAG, 43.4 FEET FX2878'SOUTH OF 30 INCH PINE WITH REFERENCE TAG, 12.6 FEET SOUTH OF THE FX2878'NORTH END OF A CULVERT UNDER WOODS ROAD AND 13.0 FEET NORTHEAST OF FX2878'THE SOUTH END. FX2878 FX2878 STATION RECOVERY (1980) FX2878 FX2878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2878'5.7 MI SSW FROM LEWISTON. FX2878'6.8 MILES NORTH OF HAMILTON AND 5.8 MILES SOUTHWEST ALONG NC 11/NC 42 FX2878'FROM INTERSECTION WITH NC 308 IN LEWISTON, ON RIGHT AT A GUM AND OAK FX2878'TREE JOINED AT BASE WHERE WOODS ROADS LEAD EAST AND WEST AND 1.35 FX2878'MILES SOUTHWEST OF NORTH JUNCTION OF SR 1126-LOOP ROAD, 38.1 FEET WEST FX2878'OF CENTERLINE OF NC 11/NC 42, 28.7 FEET SOUTHEAST OF 24 INCH GUM WITH FX2878'REFERENCE TAG, 43.4 FEET SOUTH OF 30 INCH PINE WITH REFERENCE TAG, FX2878'12.6 FEET SOUTH OF NORTH END OF CULVERT UNDER WOODS ROAD AND 13.0 FEET FX2878'NORTHEAST OF SOUTH END. FX2878 FX2878 STATION RECOVERY (1985) FX2878 FX2878'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2878'RECOVERED IN GOOD CONDITION. FX2878 FX2878 STATION RECOVERY (1994) FX2878 FX2878'RECOVERY NOTE BY US POWER SQUADRON 1994 FX2878'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5271 *********************************************************************** FX5271 DESIGNATION - HAY FX5271 PID - FX5271 FX5271 STATE/COUNTY- NC/BERTIE FX5271 USGS QUAD - KELFORD (1973) FX5271 FX5271 *CURRENT SURVEY CONTROL FX5271 ___________________________________________________________________ FX5271* NAD 83(1986)- 36 08 05.36460(N) 077 10 03.99512(W) ADJUSTED FX5271* NAVD 88 - 21.39 (+/-2cm) 70.2 (feet) VERTCON FX5271 ___________________________________________________________________ FX5271 LAPLACE CORR- -2.05 (seconds) DEFLEC99 FX5271 GEOID HEIGHT- -35.21 (meters) GEOID03 FX5271 FX5271 HORZ ORDER - SECOND FX5271 VERT ORDER - THIRD ? (See Below) FX5271 FX5271.The North Carolina HARNS have been completed but, FX5271.due to contractual restrictions, coordinates for these stations FX5271.will NOT be published in the near future. In the interim, the FX5271.published coordinates in North Carolina will not be FX5271.consistent with the Continuously Operating Reference Stations FX5271.(CORS). The HARN coordinates for these stations are available FX5271.upon request. Contact Gary Thompson(919-733-3836). FX5271. FX5271.In addition, the published North Carolina positions FX5271.(NAD 83 (1986)) are NOT consistent with those determined in FX5271.adjacent state readjustments. The discontinuity between stations FX5271.located in North Carolina and those in adjacent states FX5271.which have been adjusted to the HARN may be as much as 5 FX5271.decimeters. This will result in a significant loss of accuracy FX5271.over lines crossing such state borders. FX5271 FX5271 FX5271.The horizontal coordinates were established by classical geodetic methods FX5271.and adjusted by the National Geodetic Survey in January 1991. FX5271 FX5271.The NAVD 88 height was computed by applying the VERTCON shift value to FX5271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5271.The vertical order pertains to the NGVD 29 superseded value. FX5271 FX5271.The Laplace correction was computed from DEFLEC99 derived deflections. FX5271 FX5271.The geoid height was determined by GEOID03. FX5271 FX5271; North East Units Scale Factor Converg. FX5271;SPC NC - 266,082.263 774,508.801 MT 0.99999127 +1 03 27.0 FX5271;SPC NC - 872,971.56 2,541,034.29 sFT 0.99999127 +1 03 27.0 FX5271;UTM 18 - 4,001,079.062 304,942.265 MT 1.00006882 -1 16 43.4 FX5271 FX5271! - Elev Factor x Scale Factor = Combined Factor FX5271!SPC NC - 1.00000217 x 0.99999127 = 0.99999344 FX5271!UTM 18 - 1.00000217 x 1.00006882 = 1.00007099 FX5271 FX5271 SUPERSEDED SURVEY CONTROL FX5271 FX5271 NGVD 29 (01/18/91) 21.74 (m) 71.3 (f) LEVELING 3 FX5271 FX5271.Superseded values are not recommended for survey control. FX5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5271.See file dsdata.txt to determine how the superseded data were derived. FX5271 FX5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0494201079(NAD 83) FX5271_MARKER: DE = TRAVERSE STATION DISK FX5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5271_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5271_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5271+STABILITY: SURFACE MOTION FX5271 FX5271 HISTORY - Date Condition Report By FX5271 HISTORY - 1980 MONUMENTED NCGS FX5271 HISTORY - 1985 GOOD USPSQD FX5271 FX5271 STATION DESCRIPTION FX5271 FX5271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5271'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES NORTHEAST OF LEWISTON FX5271'AND 4.4 MILES SOUTHEAST OF KELFORD. FX5271' FX5271'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX5271'LEWISTON, PROCEED NORTHEAST ALONG NC 11-42 FOR 0.85 MILES TO A STATION FX5271'ON THE RIGHT IN FRONT OF AN OLD SHACK USED FOR STORING HAY AND FX5271'0.25 MILE NORTH OF AN INTERSECTION WITH SR 1254. FX5271' FX5271'STATION MARK IS A STANDARD DISK STAMPED---HAY 1980---SET IN THE TOP FX5271'OF A 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE. FX5271'THE MARK IS 51.6 FEET EAST OF THE CENTERLINE OF NC 11-42, 13.6 FEET FX5271'EAST OF THE NORTH END OF A CULVERT UNDER A DRIVE AND 31.5 FEET FX5271'NORTHEAST OF THE SOUTH END OF A CULVERT, 30.3 FEET SOUTHWEST OF A FX5271'48 INCH OAK WITH REFERENCE TAG AND 97.6 FEET NORTHWEST OF A FENCE FX5271'BRACE POST WITH REFERENCE TAG. FX5271 FX5271 STATION RECOVERY (1985) FX5271 FX5271'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5271'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2885 *********************************************************************** FX2885 DESIGNATION - HOG FX2885 PID - FX2885 FX2885 STATE/COUNTY- NC/BERTIE FX2885 USGS QUAD - WINDSOR NORTH (1981) FX2885 FX2885 *CURRENT SURVEY CONTROL FX2885 ___________________________________________________________________ FX2885* NAD 83(1986)- 36 00 15.89772(N) 076 53 50.89385(W) ADJUSTED FX2885* NAVD 88 - 10.389 (meters) 34.08 (feet) ADJUSTED FX2885 ___________________________________________________________________ FX2885 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX2885 GEOID HEIGHT- -36.07 (meters) GEOID03 FX2885 DYNAMIC HT - 10.381 (meters) 34.06 (feet) COMP FX2885 MODELED GRAV- 979,818.8 (mgal) NAVD 88 FX2885 FX2885 HORZ ORDER - SECOND FX2885 VERT ORDER - SECOND CLASS II FX2885 FX2885.The North Carolina HARNS have been completed but, FX2885.due to contractual restrictions, coordinates for these stations FX2885.will NOT be published in the near future. In the interim, the FX2885.published coordinates in North Carolina will not be FX2885.consistent with the Continuously Operating Reference Stations FX2885.(CORS). The HARN coordinates for these stations are available FX2885.upon request. Contact Gary Thompson(919-733-3836). FX2885. FX2885.In addition, the published North Carolina positions FX2885.(NAD 83 (1986)) are NOT consistent with those determined in FX2885.adjacent state readjustments. The discontinuity between stations FX2885.located in North Carolina and those in adjacent states FX2885.which have been adjusted to the HARN may be as much as 5 FX2885.decimeters. This will result in a significant loss of accuracy FX2885.over lines crossing such state borders. FX2885 FX2885 FX2885.The horizontal coordinates were established by classical geodetic methods FX2885.and adjusted by the National Geodetic Survey in January 1991. FX2885 FX2885.The orthometric height was determined by differential leveling FX2885.and adjusted by the National Geodetic Survey in June 1991. FX2885 FX2885.The Laplace correction was computed from DEFLEC99 derived deflections. FX2885 FX2885.The geoid height was determined by GEOID03. FX2885 FX2885.The dynamic height is computed by dividing the NAVD 88 FX2885.geopotential number by the normal gravity value computed on the FX2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2885.degrees latitude (g = 980.6199 gals.). FX2885 FX2885.The modeled gravity was interpolated from observed gravity values. FX2885 FX2885; North East Units Scale Factor Converg. FX2885;SPC NC - 252,097.976 799,140.473 MT 0.99995876 +1 12 48.7 FX2885;SPC NC - 827,091.44 2,621,846.70 sFT 0.99995876 +1 12 48.7 FX2885;UTM 18 - 3,986,103.252 328,985.287 MT 0.99996037 -1 06 56.5 FX2885 FX2885! - Elev Factor x Scale Factor = Combined Factor FX2885!SPC NC - 1.00000403 x 0.99995876 = 0.99996279 FX2885!UTM 18 - 1.00000403 x 0.99996037 = 0.99996440 FX2885 FX2885 SUPERSEDED SURVEY CONTROL FX2885 FX2885 NGVD 29 (01/18/91) 10.72 (m) 35.2 (f) LEVELING 3 FX2885 FX2885.Superseded values are not recommended for survey control. FX2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2885.See file dsdata.txt to determine how the superseded data were derived. FX2885 FX2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2898586103(NAD 83) FX2885_MARKER: DE = TRAVERSE STATION DISK FX2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2885_SP_SET: CONCRETE POST FX2885_STAMPING: HOG 1980 FX2885_MARK LOGO: NCGS FX2885_PROJECTION: RECESSED 3 CENTIMETERS FX2885_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2885+STABILITY: SURFACE MOTION FX2885 FX2885 HISTORY - Date Condition Report By FX2885 HISTORY - 1980 MONUMENTED NCGS FX2885 HISTORY - 1980 GOOD NCGS FX2885 FX2885 STATION DESCRIPTION FX2885 FX2885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2885'STATION IS LOCATED APPROXIMATELY 3.1 MILES EAST OF WINDSOR. FX2885' FX2885'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH FX2885'NC 308 EAST OF WINDSOR, PROCEED NORTHEASTERLY ALONG US 17 FOR 1.75 FX2885'MILES TO SR 1505 AND STATION ON THE RIGHT. FX2885' FX2885'STATION MARK IS A STANDARD DISK STAMPED---HOG 1980---SET IN THE TOP FX2885'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. FX2885'MARK IS 57.0 FEET SOUTHEAST OF THE CENTERLINE OF US 17, 48.0 FEET FX2885'SOUTHWEST OF THE CENTERLINE OF SR 1505, 14.6 FEET SOUTHEAST OF FX2885'TELEPHONE POLE 461 WITH REFERENCE TAG, 6.0 FEET SOUTHWEST OF POWER FX2885'POLE S239/76/41/11 WITH REFERENCE TAG, 109.0 FEET WEST OF 36 INCH FX2885'OAK WITH REFERENCE TAG AND 51.3 FEET NORTHEAST OF TELEPHONE PEDESTAL. FX2885 FX2885 STATION RECOVERY (1980) FX2885 FX2885'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2885'3.1 MI EAST FROM WINDSOR. FX2885'1.75 MILES NORTHEASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION FX2885'OF US 17 WITH NC 308 EAST OF WINDSOR, ON THE RIGHT WITH SR 1505, FX2885'57.0 FEET SOUTHEAST OF CENTERLINE OF US 17, 48.0 FEET SOUTHWEST OF FX2885'CENTERLINE OF SR 1505, 14.6 FEET SOUTHEAST OF TELEPHONE POLE 461 WITH FX2885'REFERENCE TAG, 6.0 FEET SOUTHWEST OF POWER POLE S 239/76/41/11 WITH FX2885'REFERENCE TAG, 109.0 FEET WEST OF 36 INCH OAK WITH REFERENCE TAG AND FX2885'51.3 FEET NORTHEAST OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2808 *********************************************************************** FX2808 DESIGNATION - HOGGARD FX2808 PID - FX2808 FX2808 STATE/COUNTY- NC/BERTIE FX2808 USGS QUAD - WINDSOR NORTH (1981) FX2808 FX2808 *CURRENT SURVEY CONTROL FX2808 ___________________________________________________________________ FX2808* NAD 83(1986)- 36 04 47.74846(N) 076 58 40.81794(W) ADJUSTED FX2808* NAVD 88 - 10.267 (meters) 33.68 (feet) ADJUSTED FX2808 ___________________________________________________________________ FX2808 LAPLACE CORR- -4.72 (seconds) DEFLEC99 FX2808 GEOID HEIGHT- -35.72 (meters) GEOID03 FX2808 DYNAMIC HT - 10.259 (meters) 33.66 (feet) COMP FX2808 MODELED GRAV- 979,831.6 (mgal) NAVD 88 FX2808 FX2808 HORZ ORDER - SECOND FX2808 VERT ORDER - SECOND CLASS II FX2808 FX2808.The North Carolina HARNS have been completed but, FX2808.due to contractual restrictions, coordinates for these stations FX2808.will NOT be published in the near future. In the interim, the FX2808.published coordinates in North Carolina will not be FX2808.consistent with the Continuously Operating Reference Stations FX2808.(CORS). The HARN coordinates for these stations are available FX2808.upon request. Contact Gary Thompson(919-733-3836). FX2808. FX2808.In addition, the published North Carolina positions FX2808.(NAD 83 (1986)) are NOT consistent with those determined in FX2808.adjacent state readjustments. The discontinuity between stations FX2808.located in North Carolina and those in adjacent states FX2808.which have been adjusted to the HARN may be as much as 5 FX2808.decimeters. This will result in a significant loss of accuracy FX2808.over lines crossing such state borders. FX2808 FX2808 FX2808.The horizontal coordinates were established by classical geodetic methods FX2808.and adjusted by the National Geodetic Survey in January 1991. FX2808 FX2808.The orthometric height was determined by differential leveling FX2808.and adjusted by the National Geodetic Survey in June 1991. FX2808 FX2808.The Laplace correction was computed from DEFLEC99 derived deflections. FX2808 FX2808.The geoid height was determined by GEOID03. FX2808 FX2808.The dynamic height is computed by dividing the NAVD 88 FX2808.geopotential number by the normal gravity value computed on the FX2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2808.degrees latitude (g = 980.6199 gals.). FX2808 FX2808.The modeled gravity was interpolated from observed gravity values. FX2808 FX2808; North East Units Scale Factor Converg. FX2808;SPC NC - 260,324.173 791,710.807 MT 0.99997695 +1 10 01.3 FX2808;SPC NC - 854,080.22 2,597,471.21 sFT 0.99997695 +1 10 01.3 FX2808;UTM 18 - 3,994,624.853 321,896.249 MT 0.99999087 -1 09 54.6 FX2808 FX2808! - Elev Factor x Scale Factor = Combined Factor FX2808!SPC NC - 1.00000399 x 0.99997695 = 0.99998094 FX2808!UTM 18 - 1.00000399 x 0.99999087 = 0.99999486 FX2808 FX2808 SUPERSEDED SURVEY CONTROL FX2808 FX2808 NGVD 29 (01/18/91) 10.63 (m) 34.9 (f) LEVELING 3 FX2808 FX2808.Superseded values are not recommended for survey control. FX2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2808.See file dsdata.txt to determine how the superseded data were derived. FX2808 FX2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2189694625(NAD 83) FX2808_MARKER: DE = TRAVERSE STATION DISK FX2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2808_SP_SET: CONCRETE POST FX2808_STAMPING: HOGGARD 1980 FX2808_MARK LOGO: NCGS FX2808_PROJECTION: RECESSED 3 CENTIMETERS FX2808_MAGNETIC: N = NO MAGNETIC MATERIAL FX2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2808+STABILITY: SURFACE MOTION FX2808 FX2808 HISTORY - Date Condition Report By FX2808 HISTORY - 1980 MONUMENTED NCGS FX2808 HISTORY - 1980 GOOD NCGS FX2808 HISTORY - 1985 GOOD USPSQD FX2808 HISTORY - 19950821 GOOD USPSQD FX2808 FX2808 STATION DESCRIPTION FX2808 FX2808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2808'STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTH-NORTHWEST OF WINDSOR FX2808'AND 3.0 MILES SOUTHWEST OF ASKEWVILLE. FX2808' FX2808'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2808'WINDSOR AND AHOSKIE, PROCEED SOUTHERLY ALONG US 13 FOR 0.1 MILE TO FX2808'STATION ON THE RIGHT IN THE FRONT YARD OF A SMALL WHITE FRAME HOUSE. FX2808' FX2808'STATION MARK IS A STANDARD DISK STAMPED---HOGGARD 1980---,SET IN THE FX2808'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2808'SURFACE AND LEVEL WITH HIGHWAY. MARK IS 82.0 FEET WEST-SOUTHWEST OF FX2808'CENTERLINE OF US 13, 10.5 FEET NORTH-NORTHWEST OF CENTERLINE OF FX2808'CONCRETE WALKWAY, 17.5 FEET EAST OF NORTHEAST CORNER OF HOUSE, 38.0 FX2808'FEET NORTH OF POWER POLE WITH TRANSFORMER, LIGHT AND REFERENCE TAG FX2808'AND 42.7 FEET NORTHWEST OF TELEPHONE JUNCTION BOX. FX2808 FX2808 STATION RECOVERY (1980) FX2808 FX2808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2808'3.0 MI SW FROM ASKEWVILLE. FX2808'6.0 MILES NORTH-NORTHWEST OF WINDSOR. FX2808'0.1 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2808'WINDSOR AND AHOSKIE, ON THE RIGHT IN THE FRONT YARD OF A SMALL WHITE FX2808'FRAME HOUSE, 82.0 FEET WEST-SOUTHWEST OF CENTERLINE OF US 13, 10.5 FX2808'FEET NORTH-NORTHWEST OF CENTERLINE OF CONCRETE WALKWAY, 17.5 FEET FX2808'EAST OF NORTHEAST CORNER OF HOUSE, 38.0 FEET NORTH OF POWER POLE FX2808'WITH TRANSFORMER, LIGHT AND REFERENCE TAG AND 42.7 FEET NORTHWEST OF FX2808'TELEPHONE JUNCTION BOX. FX2808 FX2808 STATION RECOVERY (1985) FX2808 FX2808'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2808'RECOVERED IN GOOD CONDITION. FX2808 FX2808 STATION RECOVERY (1995) FX2808 FX2808'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2808'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2791 *********************************************************************** FX2791 DESIGNATION - HOLLY GROVE FX2791 PID - FX2791 FX2791 STATE/COUNTY- NC/BERTIE FX2791 USGS QUAD - POWELLSVILLE (1982) FX2791 FX2791 *CURRENT SURVEY CONTROL FX2791 ___________________________________________________________________ FX2791* NAD 83(1986)- 36 08 45.16562(N) 076 57 27.54045(W) ADJUSTED FX2791* NAVD 88 - 15.275 (meters) 50.11 (feet) ADJUSTED FX2791 ___________________________________________________________________ FX2791 LAPLACE CORR- -4.86 (seconds) DEFLEC99 FX2791 GEOID HEIGHT- -35.67 (meters) GEOID03 FX2791 DYNAMIC HT - 15.263 (meters) 50.08 (feet) COMP FX2791 MODELED GRAV- 979,835.3 (mgal) NAVD 88 FX2791 FX2791 HORZ ORDER - SECOND FX2791 VERT ORDER - SECOND CLASS II FX2791 FX2791.The North Carolina HARNS have been completed but, FX2791.due to contractual restrictions, coordinates for these stations FX2791.will NOT be published in the near future. In the interim, the FX2791.published coordinates in North Carolina will not be FX2791.consistent with the Continuously Operating Reference Stations FX2791.(CORS). The HARN coordinates for these stations are available FX2791.upon request. Contact Gary Thompson(919-733-3836). FX2791. FX2791.In addition, the published North Carolina positions FX2791.(NAD 83 (1986)) are NOT consistent with those determined in FX2791.adjacent state readjustments. The discontinuity between stations FX2791.located in North Carolina and those in adjacent states FX2791.which have been adjusted to the HARN may be as much as 5 FX2791.decimeters. This will result in a significant loss of accuracy FX2791.over lines crossing such state borders. FX2791 FX2791 FX2791.The horizontal coordinates were established by classical geodetic methods FX2791.and adjusted by the National Geodetic Survey in January 1991. FX2791 FX2791.The orthometric height was determined by differential leveling FX2791.and adjusted by the National Geodetic Survey in June 1991. FX2791 FX2791.The Laplace correction was computed from DEFLEC99 derived deflections. FX2791 FX2791.The geoid height was determined by GEOID03. FX2791 FX2791.The dynamic height is computed by dividing the NAVD 88 FX2791.geopotential number by the normal gravity value computed on the FX2791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2791.degrees latitude (g = 980.6199 gals.). FX2791 FX2791.The modeled gravity was interpolated from observed gravity values. FX2791 FX2791; North East Units Scale Factor Converg. FX2791;SPC NC - 267,677.843 793,393.255 MT 0.99999426 +1 10 43.6 FX2791;SPC NC - 878,206.39 2,602,991.04 sFT 0.99999426 +1 10 43.6 FX2791;UTM 18 - 4,001,903.948 323,876.653 MT 0.99998222 -1 09 18.0 FX2791 FX2791! - Elev Factor x Scale Factor = Combined Factor FX2791!SPC NC - 1.00000320 x 0.99999426 = 0.99999746 FX2791!UTM 18 - 1.00000320 x 0.99998222 = 0.99998542 FX2791 FX2791 SUPERSEDED SURVEY CONTROL FX2791 FX2791 NGVD 29 (01/18/91) 15.66 (m) 51.4 (f) LEVELING 3 FX2791 FX2791.Superseded values are not recommended for survey control. FX2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2791.See file dsdata.txt to determine how the superseded data were derived. FX2791 FX2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2387701904(NAD 83) FX2791_MARKER: DE = TRAVERSE STATION DISK FX2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2791_SP_SET: CONCRETE POST FX2791_STAMPING: HOLLY GROVE 1980 FX2791_MARK LOGO: NCGS FX2791_PROJECTION: RECESSED 10 CENTIMETERS FX2791_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2791+STABILITY: SURFACE MOTION FX2791 FX2791 HISTORY - Date Condition Report By FX2791 HISTORY - 1980 MONUMENTED NCGS FX2791 HISTORY - 1980 GOOD NCGS FX2791 HISTORY - 1985 GOOD USPSQD FX2791 FX2791 STATION DESCRIPTION FX2791 FX2791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2791'STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTH-NORTHWEST OF FX2791'ASKEWVILLE AND 5.6 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2791' FX2791'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2791'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 4.7 MILES TO FX2791'STATION IN THE RIGHT SHOULDER AT A HEADWALL AND 0.2 MILE SOUTHEAST OF FX2791'HOLLY GROVE BAPTIST CHURCH. FX2791' FX2791'STATION MARK IS A STANDARD DISK STAMPED---HOLLY GROVE 1980---SET IN FX2791'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW FX2791'GROUND SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 17.6 FEET NORTHEAST FX2791'OF CENTERLINE OF US 13, 33.5 FEET SOUTH-SOUTHEAST OF SOUTHEAST END OF FX2791'HEADWALL, 67.8 FEET NORTHEAST OF 24 INCH PINE WITH REFERENCE TAG AND FX2791'85.1 FEET NORTH-NORTHEAST OF 18 INCH OAK WITH REFERENCE TAG. FX2791 FX2791 STATION RECOVERY (1980) FX2791 FX2791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2791'2.7 MI NNW FROM ASKEWVILLE. FX2791'5.6 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2791'4.7 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2791'WINDSOR AND AHOSKIE, IN THE RIGHT SHOULDER AT A HEADWALL AND 0.2 MILE FX2791'SOUTHEAST OF HOLLY GROVE BAPTIST CHURCH, 17.6 FEET NORTHEAST OF FX2791'CENTERLINE OF US 13, 33.5 FEET SOUTH-SOUTHEAST OF SOUTHEAST END OF FX2791'HEADWALL, 67.8 FEET NORTHEAST OF 24 INCH PINE WITH REFERENCE TAG AND FX2791'85.1 FEET NORTH-NORTHEAST OF 18 INCH OAK WITH REFERENCE TAG. FX2791 FX2791 STATION RECOVERY (1985) FX2791 FX2791'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2791'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2900 *********************************************************************** FX2900 DESIGNATION - HOPE FX2900 PID - FX2900 FX2900 STATE/COUNTY- NC/BERTIE FX2900 USGS QUAD - MERRY HILL (1982) FX2900 FX2900 *CURRENT SURVEY CONTROL FX2900 ___________________________________________________________________ FX2900* NAD 83(1986)- 36 02 15.54306(N) 076 46 17.08941(W) ADJUSTED FX2900* NAVD 88 - 8.670 (meters) 28.44 (feet) ADJUSTED FX2900 ___________________________________________________________________ FX2900 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FX2900 GEOID HEIGHT- -36.38 (meters) GEOID03 FX2900 DYNAMIC HT - 8.662 (meters) 28.42 (feet) COMP FX2900 MODELED GRAV- 979,802.6 (mgal) NAVD 88 FX2900 FX2900 HORZ ORDER - SECOND FX2900 VERT ORDER - SECOND CLASS II FX2900 FX2900.The North Carolina HARNS have been completed but, FX2900.due to contractual restrictions, coordinates for these stations FX2900.will NOT be published in the near future. In the interim, the FX2900.published coordinates in North Carolina will not be FX2900.consistent with the Continuously Operating Reference Stations FX2900.(CORS). The HARN coordinates for these stations are available FX2900.upon request. Contact Gary Thompson(919-733-3836). FX2900. FX2900.In addition, the published North Carolina positions FX2900.(NAD 83 (1986)) are NOT consistent with those determined in FX2900.adjacent state readjustments. The discontinuity between stations FX2900.located in North Carolina and those in adjacent states FX2900.which have been adjusted to the HARN may be as much as 5 FX2900.decimeters. This will result in a significant loss of accuracy FX2900.over lines crossing such state borders. FX2900 FX2900 FX2900.The horizontal coordinates were established by classical geodetic methods FX2900.and adjusted by the National Geodetic Survey in January 1991. FX2900 FX2900.The orthometric height was determined by differential leveling FX2900.and adjusted by the National Geodetic Survey in June 1991. FX2900 FX2900.The Laplace correction was computed from DEFLEC99 derived deflections. FX2900 FX2900.The geoid height was determined by GEOID03. FX2900 FX2900.The dynamic height is computed by dividing the NAVD 88 FX2900.geopotential number by the normal gravity value computed on the FX2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2900.degrees latitude (g = 980.6199 gals.). FX2900 FX2900.The modeled gravity was interpolated from observed gravity values. FX2900 FX2900; North East Units Scale Factor Converg. FX2900;SPC NC - 256,032.521 810,419.632 MT 0.99996655 +1 17 10.6 FX2900;SPC NC - 840,000.03 2,658,851.74 sFT 0.99996655 +1 17 10.6 FX2900;UTM 18 - 3,989,576.113 340,414.721 MT 0.99991381 -1 02 32.5 FX2900 FX2900! - Elev Factor x Scale Factor = Combined Factor FX2900!SPC NC - 1.00000435 x 0.99996655 = 0.99997090 FX2900!UTM 18 - 1.00000435 x 0.99991381 = 0.99991816 FX2900 FX2900 SUPERSEDED SURVEY CONTROL FX2900 FX2900 NGVD 29 (01/18/91) 9.00 (m) 29.5 (f) LEVELING 3 FX2900 FX2900.Superseded values are not recommended for survey control. FX2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2900.See file dsdata.txt to determine how the superseded data were derived. FX2900 FX2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4041589576(NAD 83) FX2900_MARKER: DE = TRAVERSE STATION DISK FX2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2900_SP_SET: CONCRETE POST FX2900_STAMPING: HOPE 1980 FX2900_MARK LOGO: NCGS FX2900_PROJECTION: RECESSED 10 CENTIMETERS FX2900_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2900+STABILITY: SURFACE MOTION FX2900 FX2900 HISTORY - Date Condition Report By FX2900 HISTORY - 1980 MONUMENTED NCGS FX2900 HISTORY - 1980 GOOD NCGS FX2900 FX2900 STATION DESCRIPTION FX2900 FX2900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2900'STATION IS LOCATED APPROXIMATELY 1.8 MILE NORTH OF MERRY HILL, 9.6 FX2900'MILES WEST-SOUTHWEST OF EDENTON AND 10.5 MILES EAST-NORTHEAST OF FX2900'WINDSOR. FX2900' FX2900'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2900'WINDSOR AND EDENTON, PROCEED EASTERLY ALONG US 17 FOR 0.75 MILES TO FX2900'STATION IN THE LEFT SHOULDER, APPROXIMATELY 500 FEET EAST OF A LARGE FX2900'BRICK HOUSE AND 0.4 MILE WEST OF THE BRIDGE OVER SALMON CREEK. FX2900' FX2900'STATION MARK IS A STANDARD DISK STAMPED---HOPE 1980---SET IN THE TOP FX2900'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2900'SURFACE. MARK IS 20.0 FEET NORTH OF THE CENTERLINE OF US 17 AND 91.6 FX2900'FEET SOUTHWEST OF POWER POLE, 95.6 FEET NORTHEAST OF TELEPHONE POLE FX2900'236, 142.8 FEET NORTHEAST OF NORTH POST OF HOPE PLANTATION BILLBOARD FX2900'AND 128.0 FEET WEST-NORTHWEST OF TELEPHONE POLE 235 ALL WITH FX2900'REFERENCE TAGS. FX2900 FX2900 STATION RECOVERY (1980) FX2900 FX2900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2900'1.8 MI NORTH FROM MERRY HILL. FX2900'9.6 MILES WEST-SOUTHWEST OF EDENTON AND 10.5 MILES EAST-NORTHEAST OF FX2900'WINDSOR. FX2900'0.75 MILE EASTERLY ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2900'BETWEEN WINDSOR AND EDENTON, IN THE LEFT SHOULDER APPROXIMATELY 500 FX2900'FEET EAST OF A LARGE BRICK HOUSE AND 0.4 MILE WEST OF THE BRIDGE OVER FX2900'SALMON CREEK, 20.0 FEET NORTH OF CENTERLINE OF US 17 AND 91.6 FEET FX2900'SOUTHWEST OF POWER POLE, 95.6 FEET NORTHEAST OF TELEPHONE POLE 236, FX2900'142.8 FEET NORTHEAST OF NORTH POST OF HOPE PLANTATION BILLBOARD AND FX2900'128.0 FEET WEST-NORTHWEST OF TELEPHONE POLE 235 ALL WITH REFERENCE FX2900'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3860 *********************************************************************** FX3860 DESIGNATION - HOUSE FX3860 PID - FX3860 FX3860 STATE/COUNTY- NC/BERTIE FX3860 USGS QUAD - EDENHOUSE (1982) FX3860 FX3860 *CURRENT SURVEY CONTROL FX3860 ___________________________________________________________________ FX3860* NAD 83(1986)- 36 02 33.53237(N) 076 42 24.12017(W) ADJUSTED FX3860* NAVD 88 - 2. (meters) 7. (feet) SCALED FX3860 ___________________________________________________________________ FX3860 LAPLACE CORR- -3.12 (seconds) DEFLEC99 FX3860 GEOID HEIGHT- -36.50 (meters) GEOID03 FX3860 FX3860 HORZ ORDER - THIRD FX3860 FX3860.The North Carolina HARNS have been completed but, FX3860.due to contractual restrictions, coordinates for these stations FX3860.will NOT be published in the near future. In the interim, the FX3860.published coordinates in North Carolina will not be FX3860.consistent with the Continuously Operating Reference Stations FX3860.(CORS). The HARN coordinates for these stations are available FX3860.upon request. Contact Gary Thompson(919-733-3836). FX3860. FX3860.In addition, the published North Carolina positions FX3860.(NAD 83 (1986)) are NOT consistent with those determined in FX3860.adjacent state readjustments. The discontinuity between stations FX3860.located in North Carolina and those in adjacent states FX3860.which have been adjusted to the HARN may be as much as 5 FX3860.decimeters. This will result in a significant loss of accuracy FX3860.over lines crossing such state borders. FX3860 FX3860 FX3860.The horizontal coordinates were established by classical geodetic methods FX3860.and adjusted by the National Geodetic Survey in July 1986. FX3860 FX3860.The orthometric height was scaled from a topographic map. FX3860 FX3860.The Laplace correction was computed from DEFLEC99 derived deflections. FX3860 FX3860.The geoid height was determined by GEOID03. FX3860 FX3860; North East Units Scale Factor Converg. FX3860;SPC NC - 256,719.637 816,237.166 MT 0.99996775 +1 19 25.0 FX3860;SPC NC - 842,254.34 2,677,938.10 sFT 0.99996775 +1 19 25.0 FX3860;UTM 18 - 3,990,026.290 346,254.989 MT 0.99989126 -1 00 15.8 FX3860 FX3860! - Elev Factor x Scale Factor = Combined Factor FX3860!SPC NC - 1.00000547 x 0.99996775 = 0.99997322 FX3860!UTM 18 - 1.00000547 x 0.99989126 = 0.99989673 FX3860 FX3860: Primary Azimuth Mark Grid Az FX3860:SPC NC - LAWRENCE 342 01 27.7 FX3860:UTM 18 - LAWRENCE 344 21 08.5 FX3860 FX3860|---------------------------------------------------------------------| FX3860| PID Reference Object Distance Geod. Az | FX3860| dddmmss.s | FX3860| FX3866 CHOWAN R BRIDGE CENTER OF DRAW APPROX. 1.1 KM 0592053.0 | FX3860| FX3856 EDEN 2 RESET 109.680 METERS 29155 | FX3860| FX3861 LAWRENCE APPROX. 6.2 KM 3432052.7 | FX3860|---------------------------------------------------------------------| FX3860 FX3860 SUPERSEDED SURVEY CONTROL FX3860 FX3860 NAD 27 - 36 02 32.95500(N) 076 42 25.31800(W) AD( ) 3 FX3860 FX3860.Superseded values are not recommended for survey control. FX3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3860.See file dsdata.txt to determine how the superseded data were derived. FX3860 FX3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4625590026(NAD 83) FX3860_MARKER: DS = TRIANGULATION STATION DISK FX3860_SETTING: 0 = UNSPECIFIED SETTING FX3860_MARK LOGO: CGS FX3860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3860 FX3860 HISTORY - Date Condition Report By FX3860 HISTORY - 1932 MONUMENTED CGS FX3860 HISTORY - 1951 GOOD CGS FX3860 FX3860 STATION DESCRIPTION FX3860 FX3860'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3860'ON CONCRETE PAVEMENT ON FILL 4.73 METERS (15.5 FEET) FROM WEST FX3860'END OF CHOWAN RIVER BRIDGE AND 4 INCHES FROM NORTH END OF FX3860'CONCRETE. STATION IS STANDARD DISK SET IN CEMENT IN DRILL HOLE FX3860'FLUSH WITH SURFACE. REFERENCE MARK NO.1 (EDEN 2) IS 109.68 METERS FX3860'(359.8 FEET) FROM STATION IN BEARING N 68 DEG 06 MIN W. FX3860'FOLLOWING BEARINGS ARE FROM STATION-- LINE OF BRIDGE N 59 DEG 12 MIN E FX3860'CHOWAN RIVER BRIDGE, CENTER OF DRAW, N 59 DEG 21 MIN E. FX3860 FX3860 STATION RECOVERY (1951) FX3860 FX3860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) FX3860'THE MARK WAS RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION FX3860'IS ADEQUATE. THERE IS ABOUT 4 INCHES OF ASPHALT COVERING THE FX3860'MARK. THE CHOWAN RIVER BRIDGE IS BEING REBUILT BUT THE CONTRACTOR FX3860'STATED THAT THIS STATION WOULD NOT BE DESTROYED. THE MEASUREMENT FX3860'FROM THE ABUTMENT WILL BE CHANGED SLIGHTLY AS A NEW ONE IS TO BE FX3860'BUILT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2872 *********************************************************************** FX2872 DESIGNATION - HYDRANT FX2872 PID - FX2872 FX2872 STATE/COUNTY- NC/BERTIE FX2872 USGS QUAD - WOODVILLE (1972) FX2872 FX2872 *CURRENT SURVEY CONTROL FX2872 ___________________________________________________________________ FX2872* NAD 83(1986)- 36 06 27.83787(N) 077 10 51.94253(W) ADJUSTED FX2872* NAVD 88 - 23.569 (meters) 77.33 (feet) ADJUSTED FX2872 ___________________________________________________________________ FX2872 LAPLACE CORR- -1.86 (seconds) DEFLEC99 FX2872 GEOID HEIGHT- -35.23 (meters) GEOID03 FX2872 DYNAMIC HT - 23.550 (meters) 77.26 (feet) COMP FX2872 MODELED GRAV- 979,830.1 (mgal) NAVD 88 FX2872 FX2872 HORZ ORDER - SECOND FX2872 VERT ORDER - SECOND CLASS II FX2872 FX2872.The North Carolina HARNS have been completed but, FX2872.due to contractual restrictions, coordinates for these stations FX2872.will NOT be published in the near future. In the interim, the FX2872.published coordinates in North Carolina will not be FX2872.consistent with the Continuously Operating Reference Stations FX2872.(CORS). The HARN coordinates for these stations are available FX2872.upon request. Contact Gary Thompson(919-733-3836). FX2872. FX2872.In addition, the published North Carolina positions FX2872.(NAD 83 (1986)) are NOT consistent with those determined in FX2872.adjacent state readjustments. The discontinuity between stations FX2872.located in North Carolina and those in adjacent states FX2872.which have been adjusted to the HARN may be as much as 5 FX2872.decimeters. This will result in a significant loss of accuracy FX2872.over lines crossing such state borders. FX2872 FX2872 FX2872.The horizontal coordinates were established by classical geodetic methods FX2872.and adjusted by the National Geodetic Survey in January 1991. FX2872 FX2872.The orthometric height was determined by differential leveling FX2872.and adjusted by the National Geodetic Survey in June 1991. FX2872 FX2872.The Laplace correction was computed from DEFLEC99 derived deflections. FX2872 FX2872.The geoid height was determined by GEOID03. FX2872 FX2872.The dynamic height is computed by dividing the NAVD 88 FX2872.geopotential number by the normal gravity value computed on the FX2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2872.degrees latitude (g = 980.6199 gals.). FX2872 FX2872.The modeled gravity was interpolated from observed gravity values. FX2872 FX2872; North East Units Scale Factor Converg. FX2872;SPC NC - 263,054.735 773,365.272 MT 0.99998409 +1 02 59.3 FX2872;SPC NC - 863,038.74 2,537,282.56 sFT 0.99998409 +1 02 59.3 FX2872;UTM 18 - 3,998,100.407 303,676.184 MT 1.00007493 -1 17 08.7 FX2872 FX2872! - Elev Factor x Scale Factor = Combined Factor FX2872!SPC NC - 1.00000183 x 0.99998409 = 0.99998592 FX2872!UTM 18 - 1.00000183 x 1.00007493 = 1.00007676 FX2872 FX2872 SUPERSEDED SURVEY CONTROL FX2872 FX2872 NGVD 29 (01/18/91) 23.92 (m) 78.5 (f) LEVELING 3 FX2872 FX2872.Superseded values are not recommended for survey control. FX2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2872.See file dsdata.txt to determine how the superseded data were derived. FX2872 FX2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0367698100(NAD 83) FX2872_MARKER: DE = TRAVERSE STATION DISK FX2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2872_SP_SET: CONCRETE POST FX2872_STAMPING: HYDRANT 1980 FX2872_MARK LOGO: NCGS FX2872_PROJECTION: RECESSED 15 CENTIMETERS FX2872_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2872+STABILITY: SURFACE MOTION FX2872 FX2872 HISTORY - Date Condition Report By FX2872 HISTORY - 1980 MONUMENTED NCGS FX2872 HISTORY - 1980 GOOD NCGS FX2872 HISTORY - 1985 GOOD USPSQD FX2872 HISTORY - 19950505 GOOD USPSQD FX2872 FX2872 STATION DESCRIPTION FX2872 FX2872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2872'THE STATION IS LOCATED IN WOODVILLE, APPROXIMATELY 1.1 MILES SOUTH OF FX2872'LEWISTON. FX2872' FX2872'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2872'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 1.15 MILES TO A STATION FX2872'ON THE RIGHT IN THE NORTH SHOULDER OF AN INTERSECTION WITH (SOUTH FX2872'MAIN STREET) SR 1145. FX2872' FX2872'STATION MARK IS A STANDARD DISK STAMPED---HYDRANT 1980---, SET IN THE FX2872'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND FX2872'SURFACE. THE MARK IS 34.1 FEET NORTHWEST OF THE CENTERLINE OF FX2872'NC 11-42, 71.1 FEET NORTH OF THE EAST END OF A TRAFFIC ISLAND ON FX2872'SR 1145 AND 73.8 FEET NORTHEAST OF THE WEST END, 87.3 FEET SOUTHEAST FX2872'OF A FIRE HYDRANT, 110.2 FEET SOUTHEAST OF A FENCE POST AND 91.8 FEET FX2872'SOUTH OF A CORNER FENCE POST BOTH WITH REFERENCE TAGS. FX2872 FX2872 STATION RECOVERY (1980) FX2872 FX2872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2872'IN WOODVILLE. FX2872'1.15 MILES SOUTHWEST ALONG NC 11/NC 42 FROM INTERSECTION WITH NC 308 FX2872'IN LEWISTON, IN NORTH SHOULDER OF INTERSECTION WITH SR 1145/SOUTH FX2872'MAIN STREET, 34.1 FEET NORTHWEST OF CENTERLINE OF NC 11/NC 42, 71.1 FX2872'FEET NORTH OF EAST END OF TRAFFIC ISLAND ON SR 1145 AND 73.8 FEET FX2872'NORTHEAST OF WEST END, 87.3 FEET SOUTHEAST OF FIRE HYDRANT, 110.2 FX2872'FEET SOUTHEAST OF FENCE POST AND 91.8 FEET SOUTH OF CORNER FENCE POST FX2872'BOTH WITH REFERENCE TAGS. FX2872 FX2872 STATION RECOVERY (1985) FX2872 FX2872'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2872'RECOVERED IN GOOD CONDITION. FX2872 FX2872 STATION RECOVERY (1995) FX2872 FX2872'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2872'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2895 *********************************************************************** FX2895 DESIGNATION - JUNK FX2895 PID - FX2895 FX2895 STATE/COUNTY- NC/BERTIE FX2895 USGS QUAD - MERRY HILL (1982) FX2895 FX2895 *CURRENT SURVEY CONTROL FX2895 ___________________________________________________________________ FX2895* NAD 83(1986)- 36 01 34.29957(N) 076 48 30.23900(W) ADJUSTED FX2895* NAVD 88 - 13.764 (meters) 45.16 (feet) ADJUSTED FX2895 ___________________________________________________________________ FX2895 LAPLACE CORR- -4.72 (seconds) DEFLEC99 FX2895 GEOID HEIGHT- -36.30 (meters) GEOID03 FX2895 DYNAMIC HT - 13.752 (meters) 45.12 (feet) COMP FX2895 MODELED GRAV- 979,805.2 (mgal) NAVD 88 FX2895 FX2895 HORZ ORDER - SECOND FX2895 VERT ORDER - SECOND CLASS II FX2895 FX2895.The North Carolina HARNS have been completed but, FX2895.due to contractual restrictions, coordinates for these stations FX2895.will NOT be published in the near future. In the interim, the FX2895.published coordinates in North Carolina will not be FX2895.consistent with the Continuously Operating Reference Stations FX2895.(CORS). The HARN coordinates for these stations are available FX2895.upon request. Contact Gary Thompson(919-733-3836). FX2895. FX2895.In addition, the published North Carolina positions FX2895.(NAD 83 (1986)) are NOT consistent with those determined in FX2895.adjacent state readjustments. The discontinuity between stations FX2895.located in North Carolina and those in adjacent states FX2895.which have been adjusted to the HARN may be as much as 5 FX2895.decimeters. This will result in a significant loss of accuracy FX2895.over lines crossing such state borders. FX2895 FX2895 FX2895.The horizontal coordinates were established by classical geodetic methods FX2895.and adjusted by the National Geodetic Survey in January 1991. FX2895 FX2895.The orthometric height was determined by differential leveling FX2895.and adjusted by the National Geodetic Survey in June 1991. FX2895 FX2895.The Laplace correction was computed from DEFLEC99 derived deflections. FX2895 FX2895.The geoid height was determined by GEOID03. FX2895 FX2895.The dynamic height is computed by dividing the NAVD 88 FX2895.geopotential number by the normal gravity value computed on the FX2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2895.degrees latitude (g = 980.6199 gals.). FX2895 FX2895.The modeled gravity was interpolated from observed gravity values. FX2895 FX2895; North East Units Scale Factor Converg. FX2895;SPC NC - 254,687.464 807,115.423 MT 0.99996382 +1 15 53.7 FX2895;SPC NC - 835,587.12 2,648,011.18 sFT 0.99996382 +1 15 53.7 FX2895;UTM 18 - 3,988,366.479 337,058.738 MT 0.99992715 -1 03 49.9 FX2895 FX2895! - Elev Factor x Scale Factor = Combined Factor FX2895!SPC NC - 1.00000354 x 0.99996382 = 0.99996736 FX2895!UTM 18 - 1.00000354 x 0.99992715 = 0.99993069 FX2895 FX2895 SUPERSEDED SURVEY CONTROL FX2895 FX2895 NGVD 29 (01/18/91) 14.09 (m) 46.2 (f) LEVELING 3 FX2895 FX2895.Superseded values are not recommended for survey control. FX2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2895.See file dsdata.txt to determine how the superseded data were derived. FX2895 FX2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3705988366(NAD 83) FX2895_MARKER: DE = TRAVERSE STATION DISK FX2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2895_SP_SET: CONCRETE POST FX2895_STAMPING: JUNK 1980 FX2895_MARK LOGO: NCGS FX2895_PROJECTION: RECESSED 3 CENTIMETERS FX2895_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2895+STABILITY: SURFACE MOTION FX2895 FX2895 HISTORY - Date Condition Report By FX2895 HISTORY - 1980 MONUMENTED NCGS FX2895 HISTORY - 1980 GOOD NCGS FX2895 FX2895 STATION DESCRIPTION FX2895 FX2895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2895'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTHWEST OF MERRY HILL AND FX2895'8.3 MILES EAST-NORTHEAST OF WINDSOR. FX2895' FX2895'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2895'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 1.45 MILES TO FX2895'STATION ON THE LEFT, APPROXIMATELY 300 FEET WEST OF AN ABANDONED FX2895'SERVICE STATION AND 0.25 MILE NORTHEAST OF SR 1502. FX2895' FX2895'STATION MARK IS A STANDARD DISK STAMPED---JUNK 1980---SET IN THE TOP FX2895'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. FX2895'MARK IS 32.7 FEET SOUTH-SOUTHEAST OF CENTERLINE OF US 17, 74.8 FEET FX2895'EAST-NORTHEAST OF EAST END OF CULVERT AND 25.7 FEET NORTHWEST OF 8 FX2895'INCH TREE, 23.1 FEET NORTH OF 8 INCH TREE, 14.6 FEET EAST-NORTHEAST OF FX2895'TELEPHONE POLE AND 120.5 FEET SOUTHEAST OF POWER POLE ALL WITH FX2895'REFERENCE TAGS. FX2895 FX2895 STATION RECOVERY (1980) FX2895 FX2895'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2895'2.3 MI NW FROM MERRY HILL. FX2895'8.3 MILES EAST-NORTHEAST OF WINDSOR. FX2895'1.45 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC FX2895'45 BETWEEN WINDSOR AND EDENTON, ON THE LEFT APPROXIMATELY 300 FEET FX2895'WEST OF AN ABANDONED SERVICE STATION AND 0.25 MILE NORTHEAST OF SR FX2895'1502, 32.7 FEET SOUTH-SOUTHEAST OF CENTERLINE OF US 17, 74.8 FEET FX2895'EAST-NORTHEAST OF EAST END OF CULVERT AND 25.7 FEET NORTHWEST OF 8 FX2895'INCH TREE, 23.1 FEET NORTH OF 8 INCH TREE, 14.6 FEET EAST-NORTHEAST OF FX2895'TELEPHONE POLE AND 120.5 FEET SOUTHEAST OF POWER POLE ALL WITH FX2895'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3861 *********************************************************************** FX3861 DESIGNATION - LAWRENCE FX3861 PID - FX3861 FX3861 STATE/COUNTY- NC/BERTIE FX3861 USGS QUAD - EDENHOUSE (1982) FX3861 FX3861 *CURRENT SURVEY CONTROL FX3861 ___________________________________________________________________ FX3861* NAD 83(1986)- 36 05 46.69164(N) 076 43 35.30912(W) ADJUSTED FX3861* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3861 ___________________________________________________________________ FX3861 LAPLACE CORR- -3.53 (seconds) DEFLEC99 FX3861 GEOID HEIGHT- -36.40 (meters) GEOID03 FX3861 FX3861 HORZ ORDER - SECOND FX3861 FX3861.The North Carolina HARNS have been completed but, FX3861.due to contractual restrictions, coordinates for these stations FX3861.will NOT be published in the near future. In the interim, the FX3861.published coordinates in North Carolina will not be FX3861.consistent with the Continuously Operating Reference Stations FX3861.(CORS). The HARN coordinates for these stations are available FX3861.upon request. Contact Gary Thompson(919-733-3836). FX3861. FX3861.In addition, the published North Carolina positions FX3861.(NAD 83 (1986)) are NOT consistent with those determined in FX3861.adjacent state readjustments. The discontinuity between stations FX3861.located in North Carolina and those in adjacent states FX3861.which have been adjusted to the HARN may be as much as 5 FX3861.decimeters. This will result in a significant loss of accuracy FX3861.over lines crossing such state borders. FX3861 FX3861 FX3861.The horizontal coordinates were established by classical geodetic methods FX3861.and adjusted by the National Geodetic Survey in July 1986. FX3861 FX3861.The orthometric height was scaled from a topographic map. FX3861 FX3861.The Laplace correction was computed from DEFLEC99 derived deflections. FX3861 FX3861.The geoid height was determined by GEOID03. FX3861 FX3861; North East Units Scale Factor Converg. FX3861;SPC NC - 262,630.552 814,319.358 MT 0.99998112 +1 18 44.0 FX3861;SPC NC - 861,647.07 2,671,646.09 sFT 0.99998112 +1 18 44.0 FX3861;UTM 18 - 3,996,009.772 344,579.082 MT 0.99989764 -1 01 02.4 FX3861 FX3861! - Elev Factor x Scale Factor = Combined Factor FX3861!SPC NC - 1.00000576 x 0.99998112 = 0.99998688 FX3861!UTM 18 - 1.00000576 x 0.99989764 = 0.99990340 FX3861 FX3861: Primary Azimuth Mark Grid Az FX3861:SPC NC - BULL POND RESET 343 02 59.4 FX3861:UTM 18 - BULL POND RESET 345 22 45.8 FX3861 FX3861|---------------------------------------------------------------------| FX3861| PID Reference Object Distance Geod. Az | FX3861| dddmmss.s | FX3861| FX3871 COTTON FLAG APPROX. 6.0 KM 0033856.2 | FX3861| FX3864 ROCKY FLAG APPROX. 2.6 KM 0450648.6 | FX3861| FX3867 CHOWAN RIV TOLL BRIDGE GRN LT APPROX. 6.0 KM 1525825.3 | FX3861| FX3866 CHOWAN R BRIDGE CENTER OF DRAW APPROX. 6.0 KM 1525816.9 | FX3861| FX4890 LAWRENCE RM 1 36.520 METERS 21327 | FX3861| FX4891 LAWRENCE RM 2 32.240 METERS 33307 | FX3861| FX3881 BULL POND RESET APPROX. 8.5 KM 3442143.4 | FX3861|---------------------------------------------------------------------| FX3861 FX3861 SUPERSEDED SURVEY CONTROL FX3861 FX3861 NAD 27 - 36 05 46.12100(N) 076 43 36.50200(W) AD( ) 2 FX3861 FX3861.Superseded values are not recommended for survey control. FX3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3861.See file dsdata.txt to determine how the superseded data were derived. FX3861 FX3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4457996010(NAD 83) FX3861 FX3861 HISTORY - Date Condition Report By FX3861 HISTORY - 1874 MONUMENTED CGS FX3861 HISTORY - 1931 SEE DESCRIPTION CGS FX3861 HISTORY - 1932 SEE DESCRIPTION CGS FX3861 HISTORY - 1963 GOOD CGS FX3861 FX3861 STATION DESCRIPTION FX3861 FX3861'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FX3861'ORIGINAL FX3861'SURFACE MARK HAD BEEN BROKEN OFF, AND WAS REPLACED IN 1931 BY FX3861'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. UNDERGROUND MARK FX3861'IS TILE FILLED WITH CONCRETE, WITH NAIL MARKING CENTER. NO FX3861'PERMANENT REFERENCE MARKS WERE ESTABLISHED WHEN STATION WAS FIRST FX3861'MARKED. TWO STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, WERE FX3861'PLACED IN 1931. NO.1 IS 26 METERS (85 FEET) NORTH OF SHORE AND FX3861'36.52 METERS (119.8 FEET) FROM STATION IN BEARING S 33 DEG 27 MIN FX3861'W. NO.2 IS 32.24 METERS (105.8 FEET) FROM STATION IN BEARING N 26 FX3861'DEG 53 MIN W. ALL MARKS WERE STAMPED 1874-1915-1931. BEARING FROM FX3861'STATION TO LIGHT ON TOP CENTER OF CONTROL HOUSE ON TOLL BRIDGE FX3861'OVER CHOWAN RIVER AT EDENHOUSE POINT IS S 27 DEG 02 MIN E. FX3861 FX3861 STATION RECOVERY (1932) FX3861 FX3861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 FX3861'ON WEST SHORE OF CHOWAN RIVER, ABOUT 7 MILES BELOW COLERAIN, AND 4 FX3861'MILES ABOVE EDENHOUSE POINT. TO REACH FROM WEST END OF TOLL BRIDGE FX3861'OVER CHOWAN RIVER, GO WEST 1.8 MILES ON ROUTE 17 TO DIRT FX3861'CROSSROAD, TURN RIGHT, FOLLOW DIRT ROAD 1.1 MILES TURN ONTO FX3861'T-ROAD ON LEFT, CONTINUE 3.4 MILES (KEEPING STRAIGHT AHEAD AT FX3861'T-ROAD ON LEFT), TURN SHARP RIGHT, AND FOLLOW ROAD 1.4 MILES TO FX3861'HERMITAGE LANDING. STATION SITE IS 1 MILE NORTH OF THIS POINT, AND FX3861'CAN BE EASILY REACHED ON FOOT. MARK IS ON LOW SANDY POINT PARTLY FX3861'WOODED WITH CYPRESS TREES, 9 METERS (30 FEET) EAST OF BLAZE ON FX3861'20-INCH SWEETGUM TREE 30.2 METERS (99 FEET) WEST OF 36-INCH BLAZED FX3861'CYPRESS TREE WHICH MARKS EXTREME POINT OF SHORE, AND 30.8 METERS FX3861'(101 FEET) SOUTH OF BLAZE ON 18-INCH CYPRESS TREE. ORIGINAL FX3861'SURFACE MARK HAD BEEN BROKEN OFF, AND WAS REPLACED IN 1931 BY FX3861'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. UNDERGROUND MARK FX3861'IS TILE FILLED WITH CONCRETE, WITH NAIL MARKING CENTER. NO FX3861'PERMANENT REFERENCE MARKS WERE ESTABLISHED WHEN STATION WAS FIRST FX3861'MARKED. TWO STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, WERE FX3861'PLACED IN 1931. NO.1 IS 26 METERS (85 FEET) NORTH OF SHORE AND FX3861'36.52 METERS (119.8 FEET) FROM STATION IN BEARING S 33 DEG 27 MIN FX3861'W. NO.2 IS 32.24 METERS (105.8 FEET) FROM STATION IN BEARING N 26 FX3861'DEG 53 MIN W. ALL MARKS WERE STAMPED 1874-1915-1931. BEARING FROM FX3861'STATION TO LIGHT ON TOP CENTER OF CONTROL HOUSE ON TOLL BRIDGE FX3861'OVER CHOWAN RIVER AT EDENHOUSE POINT IS S 27 DEG 02 MIN E. FX3861 FX3861 STATION RECOVERY (1963) FX3861 FX3861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH) FX3861'THE STATION MARK WAS FOUND AND IS IN GOOD CONDITION, THE MARK IS FX3861'NOW 2 FEET BELOW THE SURFACE OF SAND BAR. ONE R.M. WAS FOUND FX3861'LAYING IN WATER OFF BEACH OTHER R.M. WAS SEARCHED FOR BUT WAS NOT FX3861'FOUND. FX3861' FX3861'A NEW TO REACH AS FOLLOWS. TO REACH FROM SOUTH END OF CHOWAN FX3861'RIVER BRIDGE, GO SOUTH WEST ON US 17 FOR 1.85 MILE TO ANGLING FX3861'CROSSROADS, TURN RIGHT ON FARM ROAD 1361 AND GO 1.15 MILES TO FX3861'CROSSROADS, TURN RIGHT ON FARM ROAD 1357 AND GO 4.1 MILES TO SIDE FX3861'ROAD RIGHT AND SIGN HERMITAGE, TURN RIGHT AND GO 1.4 MILE TO FX3861'HERMITAGE LANDING. CONTACT MR. T.E. CLARK WHO LIVES AT LANDING, FX3861'MR. CLARK KNOWS WHERE STATION MARK IS LOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1971 *********************************************************************** EY1971 DESIGNATION - LEGHORN EY1971 PID - EY1971 EY1971 STATE/COUNTY- NC/BERTIE EY1971 USGS QUAD - WINDSOR SOUTH (1978) EY1971 EY1971 *CURRENT SURVEY CONTROL EY1971 ___________________________________________________________________ EY1971* NAD 83(1986)- 35 59 23.22563(N) 076 56 10.70688(W) ADJUSTED EY1971* NAVD 88 - 2.788 (meters) 9.15 (feet) ADJUSTED EY1971 ___________________________________________________________________ EY1971 LAPLACE CORR- -4.93 (seconds) DEFLEC99 EY1971 GEOID HEIGHT- -35.97 (meters) GEOID03 EY1971 DYNAMIC HT - 2.785 (meters) 9.14 (feet) COMP EY1971 MODELED GRAV- 979,824.5 (mgal) NAVD 88 EY1971 EY1971 HORZ ORDER - SECOND EY1971 VERT ORDER - SECOND CLASS II EY1971 EY1971.The North Carolina HARNS have been completed but, EY1971.due to contractual restrictions, coordinates for these stations EY1971.will NOT be published in the near future. In the interim, the EY1971.published coordinates in North Carolina will not be EY1971.consistent with the Continuously Operating Reference Stations EY1971.(CORS). The HARN coordinates for these stations are available EY1971.upon request. Contact Gary Thompson(919-733-3836). EY1971. EY1971.In addition, the published North Carolina positions EY1971.(NAD 83 (1986)) are NOT consistent with those determined in EY1971.adjacent state readjustments. The discontinuity between stations EY1971.located in North Carolina and those in adjacent states EY1971.which have been adjusted to the HARN may be as much as 5 EY1971.decimeters. This will result in a significant loss of accuracy EY1971.over lines crossing such state borders. EY1971 EY1971 EY1971.The horizontal coordinates were established by classical geodetic methods EY1971.and adjusted by the National Geodetic Survey in January 1991. EY1971 EY1971.The orthometric height was determined by differential leveling EY1971.and adjusted by the National Geodetic Survey in June 1991. EY1971 EY1971.The Laplace correction was computed from DEFLEC99 derived deflections. EY1971 EY1971.The geoid height was determined by GEOID03. EY1971 EY1971.The dynamic height is computed by dividing the NAVD 88 EY1971.geopotential number by the normal gravity value computed on the EY1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1971.degrees latitude (g = 980.6199 gals.). EY1971 EY1971.The modeled gravity was interpolated from observed gravity values. EY1971 EY1971; North East Units Scale Factor Converg. EY1971;SPC NC - 250,401.473 795,673.646 MT 0.99995543 +1 11 28.0 EY1971;SPC NC - 821,525.50 2,610,472.62 sFT 0.99995543 +1 11 28.0 EY1971;UTM 18 - 3,984,549.031 325,452.338 MT 0.99997542 -1 08 17.3 EY1971 EY1971! - Elev Factor x Scale Factor = Combined Factor EY1971!SPC NC - 1.00000521 x 0.99995543 = 0.99996064 EY1971!UTM 18 - 1.00000521 x 0.99997542 = 0.99998063 EY1971 EY1971 SUPERSEDED SURVEY CONTROL EY1971 EY1971 NGVD 29 (01/18/91) 3.12 (m) 10.2 (f) LEVELING 3 EY1971 EY1971.Superseded values are not recommended for survey control. EY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1971.See file dsdata.txt to determine how the superseded data were derived. EY1971 EY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2545284549(NAD 83) EY1971_MARKER: DE = TRAVERSE STATION DISK EY1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1971_SP_SET: CONCRETE POST EY1971_STAMPING: LEGHORN 1980 EY1971_MARK LOGO: NCGS EY1971_PROJECTION: RECESSED 3 CENTIMETERS EY1971_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1971+STABILITY: SURFACE MOTION EY1971 EY1971 HISTORY - Date Condition Report By EY1971 HISTORY - 1980 MONUMENTED NCGS EY1971 HISTORY - 1980 GOOD NCGS EY1971 EY1971 STATION DESCRIPTION EY1971 EY1971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1971'STATION IS LOCATED IN THE SOUTHEAST SECTION OF WINDSOR. EY1971' EY1971'TO REACH STATION FROM THE JUNCTION OF US 17 BYPASS WITH NC 308 AT THE EY1971'CASHIE RIVER, PROCEED SOUTHEAST ALONG US 17 FOR 0.45 MILE TO STATION EY1971'ON THE RIGHT BETWEEN LEGHORN STREET AND FOREST STREET ENTRANCES. EY1971' EY1971'STATION MARK IS A STANDARD DISK STAMPED---LEGHORN 1980---SET IN THE EY1971'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND EY1971'SURFACE. MARK IS 34.2 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 17, EY1971'10.0 FEET NORTH OF METAL TEXACO SIGN POST, 49.9 FEET NORTHWEST OF WEST EY1971'END OF GAS PUMP ISLAND, 90.4 FEET EAST-SOUTHEAST OF FIRE HYDRANT AND EY1971'6.3 FEET WEST-NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. EY1971 EY1971 STATION RECOVERY (1980) EY1971 EY1971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1971'IN WINDSOR. EY1971'0.45 MILES SOUTHEAST ALONG US 17 FROM THE JUNCTION OF 17 BYPASS WITH EY1971'NC 308 AT THE CASHIE RIVER, ON THE RIGHT BETWEEN LEGHORN STREET AND EY1971'FOREST STREET ENTRANCES, 34.2 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EY1971'US 17, 10.0 FEET NORTH OF METAL TEXACO SIGN POST, 49.9 FEET NORTHWEST EY1971'OF WEST END OF GAS PUMP ISLAND, 90.4 FEET EAST-SOUTHEAST OF FIRE EY1971'HYDRANT AND 6.3 FEET WEST-NORTHWEST OF TELEPHONE POLE WITH REFERENCE EY1971'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4160 *********************************************************************** FX4160 DESIGNATION - LEWIS FX4160 PID - FX4160 FX4160 STATE/COUNTY- NC/BERTIE FX4160 USGS QUAD - WOODVILLE (1972) FX4160 FX4160 *CURRENT SURVEY CONTROL FX4160 ___________________________________________________________________ FX4160* NAD 83(1986)- 36 07 29.34185(N) 077 09 20.78452(W) ADJUSTED FX4160* NAVD 88 - 20.83 (+/-2cm) 68.3 (feet) VERTCON FX4160 ___________________________________________________________________ FX4160 LAPLACE CORR- -2.16 (seconds) DEFLEC99 FX4160 GEOID HEIGHT- -35.24 (meters) GEOID03 FX4160 FX4160 HORZ ORDER - SECOND FX4160 VERT ORDER - THIRD ? (See Below) FX4160 FX4160.The North Carolina HARNS have been completed but, FX4160.due to contractual restrictions, coordinates for these stations FX4160.will NOT be published in the near future. In the interim, the FX4160.published coordinates in North Carolina will not be FX4160.consistent with the Continuously Operating Reference Stations FX4160.(CORS). The HARN coordinates for these stations are available FX4160.upon request. Contact Gary Thompson(919-733-3836). FX4160. FX4160.In addition, the published North Carolina positions FX4160.(NAD 83 (1986)) are NOT consistent with those determined in FX4160.adjacent state readjustments. The discontinuity between stations FX4160.located in North Carolina and those in adjacent states FX4160.which have been adjusted to the HARN may be as much as 5 FX4160.decimeters. This will result in a significant loss of accuracy FX4160.over lines crossing such state borders. FX4160 FX4160 FX4160.The horizontal coordinates were established by classical geodetic methods FX4160.and adjusted by the National Geodetic Survey in July 1986. FX4160 FX4160.The NAVD 88 height was computed by applying the VERTCON shift value to FX4160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4160.The vertical order pertains to the NGVD 29 superseded value. FX4160 FX4160.The Laplace correction was computed from DEFLEC99 derived deflections. FX4160 FX4160.The geoid height was determined by GEOID03. FX4160 FX4160; North East Units Scale Factor Converg. FX4160;SPC NC - 264,992.155 775,609.617 MT 0.99998859 +1 03 52.0 FX4160;SPC NC - 869,395.10 2,544,645.89 sFT 0.99998859 +1 03 52.0 FX4160;UTM 18 - 3,999,944.905 305,997.815 MT 1.00006376 -1 16 16.8 FX4160 FX4160! - Elev Factor x Scale Factor = Combined Factor FX4160!SPC NC - 1.00000226 x 0.99998859 = 0.99999085 FX4160!UTM 18 - 1.00000226 x 1.00006376 = 1.00006602 FX4160 FX4160: Primary Azimuth Mark Grid Az FX4160:SPC NC - LEWIS AZ MK 253 20 34.0 FX4160:UTM 18 - LEWIS AZ MK 255 40 42.8 FX4160 FX4160|---------------------------------------------------------------------| FX4160| PID Reference Object Distance Geod. Az | FX4160| dddmmss.s | FX4160| FX4904 LEWIS RM 1 38.318 METERS 03922 | FX4160| FX4162 WOODVILLE LOOKOUT TOWER APPROX. 2.8 KM 2365331.2 | FX4160| FX4161 WOODVILLE GILLAM PEANUT PLT TK APPROX. 2.5 KM 2511615.5 | FX4160| FX4903 LEWIS AZ MK 2542426.0 | FX4160| FX4905 LEWIS RM 2 33.853 METERS 25501 | FX4160|---------------------------------------------------------------------| FX4160 FX4160 SUPERSEDED SURVEY CONTROL FX4160 FX4160 NAD 27 - 36 07 28.77540(N) 077 09 21.92220(W) AD( ) 2 FX4160 NGVD 29 (01/18/91) 21.18 (m) 69.5 (f) LEVELING 3 FX4160 FX4160.Superseded values are not recommended for survey control. FX4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4160.See file dsdata.txt to determine how the superseded data were derived. FX4160 FX4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0599899945(NAD 83) FX4160_MARKER: DS = TRIANGULATION STATION DISK FX4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4160+STABILITY: SURFACE MOTION FX4160 FX4160 HISTORY - Date Condition Report By FX4160 HISTORY - 1959 MONUMENTED CGS FX4160 HISTORY - 1980 GOOD NCGS FX4160 HISTORY - 1985 MARK NOT FOUND USPSQD FX4160 FX4160 STATION DESCRIPTION FX4160 FX4160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX4160'STATION IS ABOUT 1.2 MILES EAST OF LEWISTON, ON THE SOUTH SIDE OF FX4160'STATE HIGHWAY 308, ON PROPERTY OWNED BY MISS BETTY WHITE (COLORED). FX4160' FX4160'TO REACH THE STATION FROM THE STOP LIGHT IN LEWISTON, GO FX4160'EASTERLY ON STATE HIGHWAY 308 FOR 0.85 MILE TO A CONCRETE BLOCK FX4160'HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT. CONTINUE FX4160'EASTERLY ON STATE HIGHWAY 308 FOR 0.35 MILE TO TWO IDENTICAL FX4160'HOUSES ON THE LEFT AND THE STATION ON THE RIGHT. FX4160' FX4160'STATION MARK, A STANDARD DISK STAMPED LEWIS 1959, IS SET IN A FX4160'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 81 FEET FX4160'WEST OF AN IRON POST, 56 FEET SOUTH OF THE CENTERLINE OF STATE FX4160'HIGHWAY 308 AND 35 FEET NORTH OF THE OVERHEAD POWERLINE. THERE FX4160'WAS NO UNDERGROUND MARK SET. A STANDARD METAL WITNESS POST WAS FX4160'SET 2 FEET SOUTH OF THE MARK. FX4160' FX4160'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEWIS NO 1 1959, FX4160'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT FX4160'IS 112 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30.5 FX4160'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 308, 54.5 FEET FX4160'SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A CONCRETE FX4160'POST WHICH PROJECTS 8 INCHES. FX4160' FX4160'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEWIS NO 2 1959, FX4160'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT FX4160'IS 58.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 308 AND FX4160'1 FOOT EAST OF A POWERLINE POLE. FX4160' FX4160'AZIMUTH MARK, A STANDARD DISK STAMPED LEWIS 1959, IS SET IN A FX4160'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 27.5 FEET FX4160'NORTH OF THE CENTERLINE OF STATE HIGHWAY 308 AND 1.5 FEET EAST FX4160'OF A TELEPHONE POLE. A STANDARD WITNESS POST WAS SET 1.5 FEET FX4160'WEST OF THE MARK. FX4160' FX4160'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FX4160 FX4160 STATION RECOVERY (1980) FX4160 FX4160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX4160'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS FX4160'DESCRIBED. REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED AS FX4160'DESCRIBED. REFERENCE MARK 1 WAS FOUND WITH DISK KNOCKED OFF. FX4160'REFERENCE MARK 2 POST IS CHIPPED BUT APPEARS TO BE GOOD. FX4160' FX4160'STATION IS ABOUT 1.1 MILES EAST OF LEWISTON. TO REACH THE STATION FX4160'FROM THE INTERSECTION OF NC 11-42 AND NC 308 IN LEWISTON, PROCEED FX4160'EAST ALONG NC 308 FOR 0.95 MILE TO STATION ON RIGHT IN EDGE OF WOODED FX4160'AREA, ACROSS HIGHWAY FROM TWO IDENTICAL FRAME HOUSES AND ABOUT 100 FX4160'FEET EAST OF POINT WHERE SMALL POWER LINE ENTERS WOODS. FX4160' FX4160'STATION MARK IS A STANDARD DISK STAMPED---LEWIS 1959---, SET IN A FX4160'SQUARE CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW GROUND SURFACE. FX4160'MARK IS 56.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, 2.1 FEET NORTH OF FX4160'WITNESS POST AND 6.7 FEET SOUTHEAST OF 6 INCH GUM, 5.0 FEET NORTHEAST FX4160'OF 8 INCH PINE, 2.6 FEET SOUTHWEST OF 4 INCH PINE AND 114.0 FEET EAST FX4160'OF POWER POLE ALL WITH REFERENCE TAGS. FX4160' FX4160'REFERENCE MARK 2 STAMPED---LEWIS NO 2 1959---IS A STANDARD DISK SET FX4160'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES ABOVE THE FX4160'GROUND SURFACE. IT IS 58.2 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, FX4160'2.5 FEET EAST OF POWER POLE WITH REFERENCE TAG, AND 38.0 FEET FX4160'SOUTHWEST OF TELEPHONE PEDESTAL. AZIMUTH MARK STAMPED---LEWIS 1959---, FX4160'IS A STANDARD DISK SET IN TOP OF A SQUARE CONCRETE, MONUMENT WHICH IS FX4160'8 INCHES ABOVE THE GROUND SURFACE. IT IS 27.7 FEET NORTH OF THE FX4160'CENTERLINE OF HIGHWAY, 46.3 FEET WEST OF TELEPHONE POLE WITH FX4160'PEDESTAL AND REFERENCE TAG, 2.1 FEET SOUTHEAST OF WITNESS POST. TO FX4160'REACH FROM STATION, PROCEED WEST ALONG NC 308 FOR 0.35 MILE TO A FX4160'CONCRETE BLOCK HOUSE ON LEFT AND STATION ON RIGHT OPPOSITE THE FRONT FX4160'DOOR OF THE BLOCK HOUSE. FX4160 FX4160 STATION RECOVERY (1985) FX4160 FX4160'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX4160'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5291 *********************************************************************** FX5291 DESIGNATION - LEWIS AZ MK FX5291 PID - FX5291 FX5291 STATE/COUNTY- NC/BERTIE FX5291 USGS QUAD - WOODVILLE (1972) FX5291 FX5291 *CURRENT SURVEY CONTROL FX5291 ___________________________________________________________________ FX5291* NAD 83(1986)- 36 07 24.43008(N) 077 09 42.47433(W) ADJUSTED FX5291* NAVD 88 - 23.63 (+/-2cm) 77.5 (feet) VERTCON FX5291 ___________________________________________________________________ FX5291 LAPLACE CORR- -2.14 (seconds) DEFLEC99 FX5291 GEOID HEIGHT- -35.23 (meters) GEOID03 FX5291 FX5291 HORZ ORDER - SECOND FX5291 VERT ORDER - THIRD ? (See Below) FX5291 FX5291.The North Carolina HARNS have been completed but, FX5291.due to contractual restrictions, coordinates for these stations FX5291.will NOT be published in the near future. In the interim, the FX5291.published coordinates in North Carolina will not be FX5291.consistent with the Continuously Operating Reference Stations FX5291.(CORS). The HARN coordinates for these stations are available FX5291.upon request. Contact Gary Thompson(919-733-3836). FX5291. FX5291.In addition, the published North Carolina positions FX5291.(NAD 83 (1986)) are NOT consistent with those determined in FX5291.adjacent state readjustments. The discontinuity between stations FX5291.located in North Carolina and those in adjacent states FX5291.which have been adjusted to the HARN may be as much as 5 FX5291.decimeters. This will result in a significant loss of accuracy FX5291.over lines crossing such state borders. FX5291 FX5291 FX5291.The horizontal coordinates were established by classical geodetic methods FX5291.and adjusted by the National Geodetic Survey in January 1991. FX5291 FX5291.The NAVD 88 height was computed by applying the VERTCON shift value to FX5291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5291.The vertical order pertains to the NGVD 29 superseded value. FX5291 FX5291.The Laplace correction was computed from DEFLEC99 derived deflections. FX5291 FX5291.The geoid height was determined by GEOID03. FX5291 FX5291; North East Units Scale Factor Converg. FX5291;SPC NC - 264,830.730 775,070.146 MT 0.99998823 +1 03 39.4 FX5291;SPC NC - 868,865.49 2,542,875.97 sFT 0.99998823 +1 03 39.4 FX5291;UTM 18 - 3,999,805.590 305,452.171 MT 1.00006637 -1 16 29.4 FX5291 FX5291! - Elev Factor x Scale Factor = Combined Factor FX5291!SPC NC - 1.00000182 x 0.99998823 = 0.99999005 FX5291!UTM 18 - 1.00000182 x 1.00006637 = 1.00006819 FX5291 FX5291 SUPERSEDED SURVEY CONTROL FX5291 FX5291 NGVD 29 (01/18/91) 23.98 (m) 78.7 (f) LEVELING 3 FX5291 FX5291.Superseded values are not recommended for survey control. FX5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5291.See file dsdata.txt to determine how the superseded data were derived. FX5291 FX5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0545299806(NAD 83) FX5291_MARKER: DZ = AZIMUTH MARK DISK FX5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5291+STABILITY: SURFACE MOTION FX5291 FX5291 HISTORY - Date Condition Report By FX5291 HISTORY - 1959 MONUMENTED CGS FX5291 HISTORY - 1959 SEE DESCRIPTION CGS FX5291 HISTORY - 1980 GOOD NCGS FX5291 FX5291 STATION DESCRIPTION FX5291 FX5291'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5291'THE STATION IS LOCATED APPROXIMATELY 0.8 MILES EAST OF LEWISTON. FX5291' FX5291'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX5291'LEWISTON, PROCEED EAST ALONG NC 308 FOR 0.6 MILE TO A STATION ON THE FX5291'LEFT, DIRECTLY ACROSS THE HIGHWAY FROM THE FRONT DOOR OF A CONCRETE FX5291'BLOCK HOUSE. FX5291' FX5291'STATION MARK IS A STANDARD CGS DISK STAMPED---LEWIS 1959---, SET IN FX5291'THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE FX5291'THE GROUND SURFACE. THE MARK IS 27.7 FEET NORTH OF THE CENTERLINE FX5291'OF NC 308, 45.8 FEET EAST OF THE EAST END OF A CULVERT UNDER A DRIVE FX5291'TO A MOBILE HOME, 46.3 FEET WEST OF A TELEPHONE POLE WITH PEDESTAL AND FX5291'REFERENCE TAG, 63.7 FEET WEST OF A FIRE HYDRANT, 22.4 FEET SOUTH OF FX5291'THE SOUTHEAST CORNER OF A PUMP HOUSE, 51.6 FEET NORTHWEST OF A SEWER FX5291'MANHOLE COVER AND 2.1 FEET SOUTHEAST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5292 *********************************************************************** FX5292 DESIGNATION - LEWISTON FX5292 PID - FX5292 FX5292 STATE/COUNTY- NC/BERTIE FX5292 USGS QUAD - WOODVILLE (1972) FX5292 FX5292 *CURRENT SURVEY CONTROL FX5292 ___________________________________________________________________ FX5292* NAD 83(1986)- 36 07 22.61052(N) 077 10 19.78034(W) ADJUSTED FX5292* NAVD 88 - 21.71 (+/-2cm) 71.2 (feet) VERTCON FX5292 ___________________________________________________________________ FX5292 LAPLACE CORR- -2.02 (seconds) DEFLEC99 FX5292 GEOID HEIGHT- -35.22 (meters) GEOID03 FX5292 FX5292 HORZ ORDER - SECOND FX5292 VERT ORDER - THIRD ? (See Below) FX5292 FX5292.The North Carolina HARNS have been completed but, FX5292.due to contractual restrictions, coordinates for these stations FX5292.will NOT be published in the near future. In the interim, the FX5292.published coordinates in North Carolina will not be FX5292.consistent with the Continuously Operating Reference Stations FX5292.(CORS). The HARN coordinates for these stations are available FX5292.upon request. Contact Gary Thompson(919-733-3836). FX5292. FX5292.In addition, the published North Carolina positions FX5292.(NAD 83 (1986)) are NOT consistent with those determined in FX5292.adjacent state readjustments. The discontinuity between stations FX5292.located in North Carolina and those in adjacent states FX5292.which have been adjusted to the HARN may be as much as 5 FX5292.decimeters. This will result in a significant loss of accuracy FX5292.over lines crossing such state borders. FX5292 FX5292 FX5292.The horizontal coordinates were established by classical geodetic methods FX5292.and adjusted by the National Geodetic Survey in January 1991. FX5292 FX5292.The NAVD 88 height was computed by applying the VERTCON shift value to FX5292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5292.The vertical order pertains to the NGVD 29 superseded value. FX5292 FX5292.The Laplace correction was computed from DEFLEC99 derived deflections. FX5292 FX5292.The geoid height was determined by GEOID03. FX5292 FX5292; North East Units Scale Factor Converg. FX5292;SPC NC - 264,757.432 774,138.460 MT 0.99998809 +1 03 17.9 FX5292;SPC NC - 868,625.01 2,539,819.26 sFT 0.99998809 +1 03 17.9 FX5292;UTM 18 - 3,999,770.323 304,518.197 MT 1.00007086 -1 16 51.4 FX5292 FX5292! - Elev Factor x Scale Factor = Combined Factor FX5292!SPC NC - 1.00000212 x 0.99998809 = 0.99999021 FX5292!UTM 18 - 1.00000212 x 1.00007086 = 1.00007298 FX5292 FX5292 SUPERSEDED SURVEY CONTROL FX5292 FX5292 NGVD 29 (01/18/91) 22.06 (m) 72.4 (f) LEVELING 3 FX5292 FX5292.Superseded values are not recommended for survey control. FX5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5292.See file dsdata.txt to determine how the superseded data were derived. FX5292 FX5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0451899770(NAD 83) FX5292_MARKER: DE = TRAVERSE STATION DISK FX5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5292_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5292_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5292+STABILITY: SURFACE MOTION FX5292 FX5292 HISTORY - Date Condition Report By FX5292 HISTORY - 1980 MONUMENTED NCGS FX5292 FX5292 STATION DESCRIPTION FX5292 FX5292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5292'THE STATION IS LOCATED IN LEWISTON IN THE NORTHEAST QUADRANT OF THE FX5292'INTERSECTION OF NC 11-42 WITH NC 308. FX5292' FX5292'STATION MARK IS A STANDARD DISK STAMPED---LEWISTON 1980---, SET IN THE FX5292'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND FX5292'SURFACE. THE MARK IS 102.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF FX5292'NC 11-42, 78.0 FEET NORTHWEST OF THE CENTERLINE OF NC 308, 82.8 FEET FX5292'WEST OF A FIRE HYDRANT AND 74.0 FEET WEST OF A POWER POLE, 63.3 FEET FX5292'SOUTHWEST OF A FENCE CORNER POST AND 48.7 FEET NORTHEAST OF A POWER FX5292'POLE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2789 *********************************************************************** FX2789 DESIGNATION - LOB FX2789 PID - FX2789 FX2789 STATE/COUNTY- NC/BERTIE FX2789 USGS QUAD - POWELLSVILLE (1982) FX2789 FX2789 *CURRENT SURVEY CONTROL FX2789 ___________________________________________________________________ FX2789* NAD 83(1986)- 36 09 11.36388(N) 076 57 49.62022(W) ADJUSTED FX2789* NAVD 88 - 18.689 (meters) 61.32 (feet) ADJUSTED FX2789 ___________________________________________________________________ FX2789 LAPLACE CORR- -4.83 (seconds) DEFLEC99 FX2789 GEOID HEIGHT- -35.65 (meters) GEOID03 FX2789 DYNAMIC HT - 18.674 (meters) 61.27 (feet) COMP FX2789 MODELED GRAV- 979,836.5 (mgal) NAVD 88 FX2789 FX2789 HORZ ORDER - SECOND FX2789 VERT ORDER - SECOND CLASS II FX2789 FX2789.The North Carolina HARNS have been completed but, FX2789.due to contractual restrictions, coordinates for these stations FX2789.will NOT be published in the near future. In the interim, the FX2789.published coordinates in North Carolina will not be FX2789.consistent with the Continuously Operating Reference Stations FX2789.(CORS). The HARN coordinates for these stations are available FX2789.upon request. Contact Gary Thompson(919-733-3836). FX2789. FX2789.In addition, the published North Carolina positions FX2789.(NAD 83 (1986)) are NOT consistent with those determined in FX2789.adjacent state readjustments. The discontinuity between stations FX2789.located in North Carolina and those in adjacent states FX2789.which have been adjusted to the HARN may be as much as 5 FX2789.decimeters. This will result in a significant loss of accuracy FX2789.over lines crossing such state borders. FX2789 FX2789 FX2789.The horizontal coordinates were established by classical geodetic methods FX2789.and adjusted by the National Geodetic Survey in January 1991. FX2789 FX2789.The orthometric height was determined by differential leveling FX2789.and adjusted by the National Geodetic Survey in June 1991. FX2789 FX2789.The Laplace correction was computed from DEFLEC99 derived deflections. FX2789 FX2789.The geoid height was determined by GEOID03. FX2789 FX2789.The dynamic height is computed by dividing the NAVD 88 FX2789.geopotential number by the normal gravity value computed on the FX2789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2789.degrees latitude (g = 980.6199 gals.). FX2789 FX2789.The modeled gravity was interpolated from observed gravity values. FX2789 FX2789; North East Units Scale Factor Converg. FX2789;SPC NC - 268,473.833 792,824.835 MT 0.99999626 +1 10 30.9 FX2789;SPC NC - 880,817.90 2,601,126.15 sFT 0.99999626 +1 10 30.9 FX2789;UTM 18 - 4,002,722.415 323,341.125 MT 0.99998454 -1 09 31.8 FX2789 FX2789! - Elev Factor x Scale Factor = Combined Factor FX2789!SPC NC - 1.00000266 x 0.99999626 = 0.99999892 FX2789!UTM 18 - 1.00000266 x 0.99998454 = 0.99998720 FX2789 FX2789 SUPERSEDED SURVEY CONTROL FX2789 FX2789 NGVD 29 (01/18/91) 19.07 (m) 62.6 (f) LEVELING 3 FX2789 FX2789.Superseded values are not recommended for survey control. FX2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2789.See file dsdata.txt to determine how the superseded data were derived. FX2789 FX2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2334102722(NAD 83) FX2789_MARKER: DE = TRAVERSE STATION DISK FX2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2789_SP_SET: CONCRETE POST FX2789_STAMPING: LOB 1980 FX2789_MARK LOGO: NCGS FX2789_PROJECTION: RECESSED 10 CENTIMETERS FX2789_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2789+STABILITY: SURFACE MOTION FX2789 FX2789 HISTORY - Date Condition Report By FX2789 HISTORY - 1980 MONUMENTED NCGS FX2789 HISTORY - 1980 GOOD NCGS FX2789 HISTORY - 1985 GOOD USPSQD FX2789 FX2789 STATION DESCRIPTION FX2789 FX2789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2789'STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTH-NORTHWEST OF FX2789'ASKEWVILLE AND 5.3 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2789' FX2789'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2789'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 5.35 MILES TO FX2789'STATION IN THE LEFT SHOULDER, ACROSS HIGHWAY FROM A BRICK HOUSE AND A FX2789'SMALL WHITE FRAME HOUSE AND 0.45 MILE NORTHWEST OF HOLLY GROVE BAPTIST FX2789'CHURCH. FX2789' FX2789'STATION MARK IS A STANDARD DISK STAMPED---LOB 1980---SET IN THE TOP FX2789'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND SURFACE FX2789'AND 1 FOOT BELOW HIGHWAY. MARK IS 14.7 FEET WEST OF CENTERLINE OF FX2789'US 13, 69.5 FEET NORTH OF CENTERLINE OF FIELD ROAD, 88.5 FEET FX2789'NORTHWEST OF 24 INCH PINE, 76.0 FEET NORTHEAST OF POWER POLE WITH FX2789'TRANSFORMER AND REFERENCE TAG AND 122.8 FEET SOUTH-SOUTHWEST OF SOUTH FX2789'END OF CULVERT. FX2789 FX2789 STATION RECOVERY (1980) FX2789 FX2789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2789'3.3 MI NNW FROM ASKEWVILLE. FX2789'5.3 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2789'5.35 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 FX2789'BETWEEN WINDSOR AND AHOSKIE, IN THE LEFT SHOULDER ACROSS HIGHWAY FROM FX2789'A BRICK HOUSE AND A SMALL WHITE FRAME HOUSE AND 0.45 MILE NORTHWEST FX2789'OF HOLLY GROVE BAPTIST CHURCH, 14.7 FEET WEST OF CENTERLINE OF US 13, FX2789'69.5 FEET NORTH OF CENTERLINE OF FIELD ROAD, 88.5 FEET NORTHWEST OF FX2789'24 INCH PINE, 76.0 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER AND FX2789'REFERENCE TAG AND 122.8 FEET SOUTH-SOUTHWEST OF SOUTH END OF CULVERT. FX2789 FX2789 STATION RECOVERY (1985) FX2789 FX2789'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2789'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2877 *********************************************************************** FX2877 DESIGNATION - LOOP FX2877 PID - FX2877 FX2877 STATE/COUNTY- NC/BERTIE FX2877 USGS QUAD - WOODVILLE (1972) FX2877 FX2877 *CURRENT SURVEY CONTROL FX2877 ___________________________________________________________________ FX2877* NAD 83(1986)- 36 03 44.82895(N) 077 12 04.60919(W) ADJUSTED FX2877* NAVD 88 - 9.616 (meters) 31.55 (feet) ADJUSTED FX2877 ___________________________________________________________________ FX2877 LAPLACE CORR- -1.56 (seconds) DEFLEC99 FX2877 GEOID HEIGHT- -35.28 (meters) GEOID03 FX2877 DYNAMIC HT - 9.608 (meters) 31.52 (feet) COMP FX2877 MODELED GRAV- 979,826.8 (mgal) NAVD 88 FX2877 FX2877 HORZ ORDER - SECOND FX2877 VERT ORDER - SECOND CLASS II FX2877 FX2877.The North Carolina HARNS have been completed but, FX2877.due to contractual restrictions, coordinates for these stations FX2877.will NOT be published in the near future. In the interim, the FX2877.published coordinates in North Carolina will not be FX2877.consistent with the Continuously Operating Reference Stations FX2877.(CORS). The HARN coordinates for these stations are available FX2877.upon request. Contact Gary Thompson(919-733-3836). FX2877. FX2877.In addition, the published North Carolina positions FX2877.(NAD 83 (1986)) are NOT consistent with those determined in FX2877.adjacent state readjustments. The discontinuity between stations FX2877.located in North Carolina and those in adjacent states FX2877.which have been adjusted to the HARN may be as much as 5 FX2877.decimeters. This will result in a significant loss of accuracy FX2877.over lines crossing such state borders. FX2877 FX2877 FX2877.The horizontal coordinates were established by classical geodetic methods FX2877.and adjusted by the National Geodetic Survey in January 1991. FX2877 FX2877.The orthometric height was determined by differential leveling FX2877.and adjusted by the National Geodetic Survey in June 1991. FX2877 FX2877.The Laplace correction was computed from DEFLEC99 derived deflections. FX2877 FX2877.The geoid height was determined by GEOID03. FX2877 FX2877.The dynamic height is computed by dividing the NAVD 88 FX2877.geopotential number by the normal gravity value computed on the FX2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2877.degrees latitude (g = 980.6199 gals.). FX2877 FX2877.The modeled gravity was interpolated from observed gravity values. FX2877 FX2877; North East Units Scale Factor Converg. FX2877;SPC NC - 257,998.232 771,639.141 MT 0.99997258 +1 02 17.4 FX2877;SPC NC - 846,449.20 2,531,619.42 sFT 0.99997258 +1 02 17.4 FX2877;UTM 18 - 3,993,117.922 301,745.279 MT 1.00008432 -1 17 46.5 FX2877 FX2877! - Elev Factor x Scale Factor = Combined Factor FX2877!SPC NC - 1.00000403 x 0.99997258 = 0.99997661 FX2877!UTM 18 - 1.00000403 x 1.00008432 = 1.00008835 FX2877 FX2877 SUPERSEDED SURVEY CONTROL FX2877 FX2877 NGVD 29 (01/18/91) 9.96 (m) 32.7 (f) LEVELING 3 FX2877 FX2877.Superseded values are not recommended for survey control. FX2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2877.See file dsdata.txt to determine how the superseded data were derived. FX2877 FX2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0174593118(NAD 83) FX2877_MARKER: DE = TRAVERSE STATION DISK FX2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2877_SP_SET: CONCRETE POST FX2877_STAMPING: LOOP 1980 FX2877_MARK LOGO: NCGS FX2877_PROJECTION: RECESSED 15 CENTIMETERS FX2877_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2877+STABILITY: SURFACE MOTION FX2877 FX2877 HISTORY - Date Condition Report By FX2877 HISTORY - 1980 MONUMENTED NCGS FX2877 HISTORY - 1980 GOOD NCGS FX2877 HISTORY - 1985 GOOD USPSQD FX2877 HISTORY - 19950505 GOOD USPSQD FX2877 FX2877 STATION DESCRIPTION FX2877 FX2877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2877'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES SOUTH-SOUTHWEST OF FX2877'LEWISTON. FX2877' FX2877'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2877'LEWISTON, PROCEED SOUTHWEST ALONG NC 42 FOR 4.45 MILES TO THE NORTH FX2877'JUNCTION OF SR 1126, WHICH LOOPS SOUTHWARD, AND STATION ON THE RIGHT FX2877'IN THE SHOULDER. FX2877' FX2877'STATION MARK IS A STANDARD DISK STAMPED---LOOP 1980---, SET IN THE FX2877'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND FX2877'SURFACE. THE MARK IS 25.5 FEET NORTHWEST OF THE CENTERLINE OF FX2877'NC 11-42, 37.5 FEET SOUTHEAST OF THE CENTERLINE OF SR 1126, 22.0 FEET FX2877'SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER SR 1126, 109.6 FEET EAST FX2877'OF A POWER POLE WITH REFERENCE TAG AND 95.7 FEET SOUTH OF A 15 INCH FX2877'OAK WITH REFERENCE TAG. FX2877' FX2877'BENCH MARK BER 32 IS A NCGS BENCH MARK DISK STAMPED---BER 32 1975---, FX2877'SET FLUSH IN THE DRILL HOLE IN A CONCRETE HEADWALL. IT IS 0.15 MILE FX2877'SOUTH OF STATION, 34.4 FEET WEST-NORTHWEST OF THE CENTERLINE OF NC 11, FX2877'0.7 FOOT NORTH OF THE SOUTH END OF A HEADWALL, 7.2 FEET SOUTH OF THE FX2877'NORTH END OF A HEADWALL AND 41.1 FEET NORTHEAST OF A 4 INCH WATER FX2877'HICKORY IN A CLUSTER WITH REFERENCE TAG. FX2877 FX2877 STATION RECOVERY (1980) FX2877 FX2877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2877'4.5 MI SSW FROM LEWISTON. FX2877'4.45 MILES SOUTHWEST ALONG NC 42 FROM JUNCTION OF NC 308 IN LEWISTON, FX2877'NORTH JUNCTION OF SR 1126 WHICH LOOPS SOUTHWARD AND STATION ON RIGHT FX2877'IN SHOULDER, 25.5 FEET NORTHWEST OF CENTERLINE OF NC 11/NC 42, 37.5 FX2877'FEET SOUTHEAST OF CENTERLINE OF SR 1126, 22.0 FEET SOUTHEAST OF SOUTH FX2877'END OF CULVERT UNDER SR 1126, 109.6 FEET EAST OF POWER POLE WITH FX2877'REFERENCE TAG AND 95.7 FEET SOUTH OF 15 INCH OAK WITH REFERENCE TAG. FX2877 FX2877 STATION RECOVERY (1985) FX2877 FX2877'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2877'RECOVERED IN GOOD CONDITION. FX2877 FX2877 STATION RECOVERY (1995) FX2877 FX2877'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2877'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1923 *********************************************************************** EY1923 DESIGNATION - LUMBER EY1923 PID - EY1923 EY1923 STATE/COUNTY- NC/BERTIE EY1923 USGS QUAD - WINDSOR SOUTH (1978) EY1923 EY1923 *CURRENT SURVEY CONTROL EY1923 ___________________________________________________________________ EY1923* NAD 83(1986)- 35 59 21.17211(N) 076 57 08.92732(W) ADJUSTED EY1923* NAVD 88 - 10.944 (meters) 35.91 (feet) ADJUSTED EY1923 ___________________________________________________________________ EY1923 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EY1923 GEOID HEIGHT- -35.93 (meters) GEOID03 EY1923 DYNAMIC HT - 10.935 (meters) 35.88 (feet) COMP EY1923 MODELED GRAV- 979,826.1 (mgal) NAVD 88 EY1923 EY1923 HORZ ORDER - SECOND EY1923 VERT ORDER - SECOND CLASS II EY1923 EY1923.The North Carolina HARNS have been completed but, EY1923.due to contractual restrictions, coordinates for these stations EY1923.will NOT be published in the near future. In the interim, the EY1923.published coordinates in North Carolina will not be EY1923.consistent with the Continuously Operating Reference Stations EY1923.(CORS). The HARN coordinates for these stations are available EY1923.upon request. Contact Gary Thompson(919-733-3836). EY1923. EY1923.In addition, the published North Carolina positions EY1923.(NAD 83 (1986)) are NOT consistent with those determined in EY1923.adjacent state readjustments. The discontinuity between stations EY1923.located in North Carolina and those in adjacent states EY1923.which have been adjusted to the HARN may be as much as 5 EY1923.decimeters. This will result in a significant loss of accuracy EY1923.over lines crossing such state borders. EY1923 EY1923 EY1923.The horizontal coordinates were established by classical geodetic methods EY1923.and adjusted by the National Geodetic Survey in January 1991. EY1923 EY1923.The orthometric height was determined by differential leveling EY1923.and adjusted by the National Geodetic Survey in June 1991. EY1923 EY1923.The Laplace correction was computed from DEFLEC99 derived deflections. EY1923 EY1923.The geoid height was determined by GEOID03. EY1923 EY1923.The dynamic height is computed by dividing the NAVD 88 EY1923.geopotential number by the normal gravity value computed on the EY1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1923.degrees latitude (g = 980.6199 gals.). EY1923 EY1923.The modeled gravity was interpolated from observed gravity values. EY1923 EY1923; North East Units Scale Factor Converg. EY1923;SPC NC - 250,308.001 794,216.983 MT 0.99995530 +1 10 54.4 EY1923;SPC NC - 821,218.83 2,605,693.55 sFT 0.99995530 +1 10 54.4 EY1923;UTM 18 - 3,984,514.839 323,993.046 MT 0.99998172 -1 08 51.5 EY1923 EY1923! - Elev Factor x Scale Factor = Combined Factor EY1923!SPC NC - 1.00000392 x 0.99995530 = 0.99995922 EY1923!UTM 18 - 1.00000392 x 0.99998172 = 0.99998564 EY1923 EY1923 SUPERSEDED SURVEY CONTROL EY1923 EY1923 NGVD 29 (01/18/91) 11.27 (m) 37.0 (f) LEVELING 3 EY1923 EY1923.Superseded values are not recommended for survey control. EY1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1923.See file dsdata.txt to determine how the superseded data were derived. EY1923 EY1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2399384515(NAD 83) EY1923_MARKER: DE = TRAVERSE STATION DISK EY1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1923_SP_SET: CONCRETE POST EY1923_STAMPING: LUMBER 1980 EY1923_MARK LOGO: NCGS EY1923_PROJECTION: FLUSH EY1923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1923+STABILITY: SURFACE MOTION EY1923 EY1923 HISTORY - Date Condition Report By EY1923 HISTORY - 1980 MONUMENTED NCGS EY1923 HISTORY - 1980 GOOD NCGS EY1923 HISTORY - 19950508 GOOD USPSQD EY1923 EY1923 STATION DESCRIPTION EY1923 EY1923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1923'STATION IS LOCATED AT THE SOUTH EDGE OF WINDSOR, ALONG US 17 BYPASS, EY1923'0.4 MILE EAST OF THE JUNCTION WITH US 13 BYPASS AND 0.6 MILE WEST OF EY1923'JUNCTION WITH NC 308 AND ON THE PROJECTION OF THE CENTERLINE OF EY1923'SR 1541 LEADING SOUTHEAST. EY1923' EY1923'STATION IS A STANDARD DISK STAMPED---LUMBER 1980---SET IN THE TOP OF EY1923'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EY1923'MARK IS 35.8 FEET NORTH-NORTHWEST OF THE CENTERLINE OF US 17, 19.5 EY1923'FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 18.3 FEET WEST OF WEST EY1923'END OF CULVERT, 33.3 FEET SOUTHWEST OF POWER POLE CW 66 WITH EY1923'REFERENCE TAG AND 196.4 FEET EAST OF POWER POLE WITH REFERENCE TAG. EY1923 EY1923 STATION RECOVERY (1980) EY1923 EY1923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1923'IN WINDSOR. EY1923'AT THE SOUTH EDGE OF WINDSOR, ALONG US 17 BYPASS 0.4 MILE EAST OF THE EY1923'JUNCTION WITH US 13 BYPASS AND 0.6 MILE WEST OF JUNCTION WITH NC 308 EY1923'AND ON THE PROJECT OF THE CENTERLINE OF SR 1541 LEADING SOUTHEAST, EY1923'35.8 FEET NORTH-NORTHWEST OF CENTERLINE OF US 17, 19.5 FEET SOUTHWEST EY1923'OF CENTERLINE OF DRIVEWAY, 18.3 FEET WEST OF WEST END OF CULVERT, EY1923'33.3 FEET SOUTHWEST OF POWER POLE CW 66 WITH REFERENCE TAG AND 196.4 EY1923'FEET EAST OF POWER POLE WITH REFERENCE TAG. EY1923 EY1923 STATION RECOVERY (1995) EY1923 EY1923'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2781 *********************************************************************** FX2781 DESIGNATION - MAGNOLIA FX2781 PID - FX2781 FX2781 STATE/COUNTY- NC/BERTIE FX2781 USGS QUAD - POWELLSVILLE (1982) FX2781 FX2781 *CURRENT SURVEY CONTROL FX2781 ___________________________________________________________________ FX2781* NAD 83(1986)- 36 12 44.88875(N) 076 56 37.58235(W) ADJUSTED FX2781* NAVD 88 - 19.040 (meters) 62.47 (feet) ADJUSTED FX2781 ___________________________________________________________________ FX2781 LAPLACE CORR- -4.93 (seconds) DEFLEC99 FX2781 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2781 DYNAMIC HT - 19.025 (meters) 62.42 (feet) COMP FX2781 MODELED GRAV- 979,839.8 (mgal) NAVD 88 FX2781 FX2781 HORZ ORDER - SECOND FX2781 VERT ORDER - SECOND CLASS II FX2781 FX2781.The North Carolina HARNS have been completed but, FX2781.due to contractual restrictions, coordinates for these stations FX2781.will NOT be published in the near future. In the interim, the FX2781.published coordinates in North Carolina will not be FX2781.consistent with the Continuously Operating Reference Stations FX2781.(CORS). The HARN coordinates for these stations are available FX2781.upon request. Contact Gary Thompson(919-733-3836). FX2781. FX2781.In addition, the published North Carolina positions FX2781.(NAD 83 (1986)) are NOT consistent with those determined in FX2781.adjacent state readjustments. The discontinuity between stations FX2781.located in North Carolina and those in adjacent states FX2781.which have been adjusted to the HARN may be as much as 5 FX2781.decimeters. This will result in a significant loss of accuracy FX2781.over lines crossing such state borders. FX2781 FX2781 FX2781.The horizontal coordinates were established by classical geodetic methods FX2781.and adjusted by the National Geodetic Survey in January 1991. FX2781 FX2781.The orthometric height was determined by differential leveling FX2781.and adjusted by the National Geodetic Survey in June 1991. FX2781 FX2781.The Laplace correction was computed from DEFLEC99 derived deflections. FX2781 FX2781.The geoid height was determined by GEOID03. FX2781 FX2781.The dynamic height is computed by dividing the NAVD 88 FX2781.geopotential number by the normal gravity value computed on the FX2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2781.degrees latitude (g = 980.6199 gals.). FX2781 FX2781.The modeled gravity was interpolated from observed gravity values. FX2781 FX2781; North East Units Scale Factor Converg. FX2781;SPC NC - 275,091.019 794,488.857 MT 1.00001310 +1 11 12.5 FX2781;SPC NC - 902,527.78 2,606,585.53 sFT 1.00001310 +1 11 12.5 FX2781;UTM 18 - 4,009,266.161 325,273.289 MT 0.99997617 -1 08 55.1 FX2781 FX2781! - Elev Factor x Scale Factor = Combined Factor FX2781!SPC NC - 1.00000260 x 1.00001310 = 1.00001570 FX2781!UTM 18 - 1.00000260 x 0.99997617 = 0.99997877 FX2781 FX2781 SUPERSEDED SURVEY CONTROL FX2781 FX2781 NGVD 29 (01/18/91) 19.41 (m) 63.7 (f) LEVELING 3 FX2781 FX2781.Superseded values are not recommended for survey control. FX2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2781.See file dsdata.txt to determine how the superseded data were derived. FX2781 FX2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2527309266(NAD 83) FX2781_MARKER: DE = TRAVERSE STATION DISK FX2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2781_SP_SET: CONCRETE POST FX2781_STAMPING: MAGNOLIA 1980 FX2781_MARK LOGO: NCGS FX2781_PROJECTION: RECESSED 3 CENTIMETERS FX2781_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2781+STABILITY: SURFACE MOTION FX2781 FX2781 HISTORY - Date Condition Report By FX2781 HISTORY - 1980 MONUMENTED NCGS FX2781 HISTORY - 1980 GOOD NCGS FX2781 HISTORY - 1985 GOOD USPSQD FX2781 FX2781 STATION DESCRIPTION FX2781 FX2781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2781'STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTHWEST OF POWELLSVILLE. FX2781' FX2781'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH POWELLSVILLE, FX2781'PROCEED SOUTHERLY ALONG US 13 FOR 1.25 MILES TO STATION ON THE LEFT, FX2781'AT THE NORTHWEST CORNER OF THE YARD OF A ONE AND A HALF STORY WHITE FX2781'FRAME HOUSE AND 0.7 MILE SOUTHWEST OF SR 1321. FX2781' FX2781'STATION MARK IS A STANDARD DISK STAMPED---MAGNOLIA 1980---SET IN THE FX2781'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2781'SURFACE AND 4 FEET ABOVE HIGHWAY. MARK IS 41.6 FEET EAST-SOUTHEAST OF FX2781'THE CENTERLINE OF US 13, 23.6 FEET NORTH-NORTHEAST OF THE CENTERLINE FX2781'OF NORTH DRIVEWAY, 22.2 FEET EAST-NORTHEAST OF NORTH END OF CULVERT, FX2781'25.8 FEET NORTHWEST OF A TWIN MAGNOLIA, 39.7 FEET NORTH-NORTHWEST OF FX2781'METAL LAMP POST, 67.7 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE AND FX2781'9.6 FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. FX2781 FX2781 STATION RECOVERY (1980) FX2781 FX2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2781'1.1 MI SW FROM POWELLSVILLE. FX2781'1.25 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2781'POWELLSVILLE, ON THE LEFT AT THE NORTHWEST CORNER OF THE YARD OF A FX2781'1 1/2 STORY WHITE FRAME HOUSE AND 0.7 MILE SOUTHWEST OF SR 1321, FX2781'41.6 FEET EAST-SOUTHEAST OF CENTERLINE OF US 13, 23.6 FEET NORTH FX2781'NORTHEAST OF CENTERLINE OF NORTH DRIVEWAY, 22.2 FEET EAST-NORTHEAST OF FX2781'NORTH END OF CULVERT, 25.8 FEET NORTHWEST OF A TWIN MAGNOLIA, 39.7 FX2781'FEET NORTH-NORTHWEST OF METAL LAMP POST, 67.7 FEET NORTHWEST OF FX2781'NORTHWEST CORNER OF HOUSE AND 9.6 FEET WEST-SOUTHWEST OF POWER POLE FX2781'WITH REFERENCE TAG. FX2781 FX2781 STATION RECOVERY (1985) FX2781 FX2781'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2781'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2775 *********************************************************************** FX2775 DESIGNATION - MAPLE FX2775 PID - FX2775 FX2775 STATE/COUNTY- NC/BERTIE FX2775 USGS QUAD - POWELLSVILLE (1982) FX2775 FX2775 *CURRENT SURVEY CONTROL FX2775 ___________________________________________________________________ FX2775* NAD 83(1986)- 36 13 30.77330(N) 076 56 16.69322(W) ADJUSTED FX2775* NAVD 88 - 20.281 (meters) 66.54 (feet) ADJUSTED FX2775 ___________________________________________________________________ FX2775 LAPLACE CORR- -4.93 (seconds) DEFLEC99 FX2775 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2775 DYNAMIC HT - 20.265 (meters) 66.49 (feet) COMP FX2775 MODELED GRAV- 979,840.3 (mgal) NAVD 88 FX2775 FX2775 HORZ ORDER - SECOND FX2775 VERT ORDER - SECOND CLASS II FX2775 FX2775.The North Carolina HARNS have been completed but, FX2775.due to contractual restrictions, coordinates for these stations FX2775.will NOT be published in the near future. In the interim, the FX2775.published coordinates in North Carolina will not be FX2775.consistent with the Continuously Operating Reference Stations FX2775.(CORS). The HARN coordinates for these stations are available FX2775.upon request. Contact Gary Thompson(919-733-3836). FX2775. FX2775.In addition, the published North Carolina positions FX2775.(NAD 83 (1986)) are NOT consistent with those determined in FX2775.adjacent state readjustments. The discontinuity between stations FX2775.located in North Carolina and those in adjacent states FX2775.which have been adjusted to the HARN may be as much as 5 FX2775.decimeters. This will result in a significant loss of accuracy FX2775.over lines crossing such state borders. FX2775 FX2775 FX2775.The horizontal coordinates were established by classical geodetic methods FX2775.and adjusted by the National Geodetic Survey in January 1991. FX2775 FX2775.The orthometric height was determined by differential leveling FX2775.and adjusted by the National Geodetic Survey in June 1991. FX2775 FX2775.The Laplace correction was computed from DEFLEC99 derived deflections. FX2775 FX2775.The geoid height was determined by GEOID03. FX2775 FX2775.The dynamic height is computed by dividing the NAVD 88 FX2775.geopotential number by the normal gravity value computed on the FX2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2775.degrees latitude (g = 980.6199 gals.). FX2775 FX2775.The modeled gravity was interpolated from observed gravity values. FX2775 FX2775; North East Units Scale Factor Converg. FX2775;SPC NC - 276,515.860 794,981.147 MT 1.00001687 +1 11 24.5 FX2775;SPC NC - 907,202.45 2,608,200.65 sFT 1.00001687 +1 11 24.5 FX2775;UTM 18 - 4,010,669.701 325,823.213 MT 0.99997381 -1 08 44.0 FX2775 FX2775! - Elev Factor x Scale Factor = Combined Factor FX2775!SPC NC - 1.00000241 x 1.00001687 = 1.00001928 FX2775!UTM 18 - 1.00000241 x 0.99997381 = 0.99997622 FX2775 FX2775 SUPERSEDED SURVEY CONTROL FX2775 FX2775 NGVD 29 (01/18/91) 20.65 (m) 67.7 (f) LEVELING 3 FX2775 FX2775.Superseded values are not recommended for survey control. FX2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2775.See file dsdata.txt to determine how the superseded data were derived. FX2775 FX2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2582310670(NAD 83) FX2775_MARKER: DE = TRAVERSE STATION DISK FX2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2775_SP_SET: CONCRETE POST FX2775_STAMPING: MAPLE 1980 FX2775_MARK LOGO: NCGS FX2775_PROJECTION: RECESSED 5 CENTIMETERS FX2775_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2775+STABILITY: SURFACE MOTION FX2775 FX2775 HISTORY - Date Condition Report By FX2775 HISTORY - 1980 MONUMENTED NCGS FX2775 HISTORY - 1980 GOOD NCGS FX2775 HISTORY - 1985 GOOD USPSQD FX2775 FX2775 STATION DESCRIPTION FX2775 FX2775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2775'STATION IS LOCATED IN POWELLSVILLE AND APPROXIMATELY 5.2 MILES FX2775'SOUTHEAST OF AHOSKIE IN HERTFORD COUNTY. FX2775' FX2775'TO REACH STATION FROM INTERSECTION OF US 13 WITH NC 42 IN POWELLSVILLE FX2775'PROCEED SOUTHERLY ALONG US 13 FOR 0.3 MILE TO STATION IN THE LEFT FX2775'SHOULDER, NEAR CORNER OF WOODS. FX2775' FX2775'STATION IS A STANDARD DISK STAMPED---MAPLE 1980---SET IN TOP OF A 10 FX2775'INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. MARK IS 22.0 FX2775'FEET EAST-NORTHEAST OF THE CENTERLINE OF US 13 AND 36.3 FEET SOUTHWEST FX2775'OF AN 8 INCH PINE, 37.2 FEET NORTHWEST OF AN 8 INCH GUM, 52.0 FEET FX2775'NORTHWEST OF A 15 INCH PINE AND 75.5 FEET EAST-NORTHEAST OF AN 8 INCH FX2775'PINE ACROSS HIGHWAY ALL WITH REFERENCE TAGS. FX2775 FX2775 STATION RECOVERY (1980) FX2775 FX2775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2775'IN POWELLSVILLE. FX2775'5.2 MILES SOUTHEAST OF AHOSKIE IN HERTFORD COUNTY. FX2775'0.3 MILE SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2775'POWELLSVILLE, IN THE LEFT SHOULDER NEAR CORNER OF WOODS, 22.0 FEET FX2775'EAST-NORTHEAST OF CENTERLINE OF US 13 AND 36.2 FEET SOUTHWEST OF 8 FX2775'INCH PINE, 37.2 FEET NORTHWEST OF 8 INCH GUM, 52.0 FEET NORTHWEST OF FX2775'15 INCH PINE AND 75.5 FEET EAST-NORTHEAST OF 8 INCH PINE ACROSS FX2775'HIGHWAY ALL WITH REFERENCE TAGS. FX2775 FX2775 STATION RECOVERY (1985) FX2775 FX2775'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1980 *********************************************************************** EY1980 DESIGNATION - MAY EY1980 PID - EY1980 EY1980 STATE/COUNTY- NC/BERTIE EY1980 USGS QUAD - WESTOVER (1978) EY1980 EY1980 *CURRENT SURVEY CONTROL EY1980 ___________________________________________________________________ EY1980* NAD 83(1986)- 35 55 54.64516(N) 076 44 30.06526(W) ADJUSTED EY1980* NAVD 88 - 3.207 (meters) 10.52 (feet) ADJUSTED EY1980 ___________________________________________________________________ EY1980 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EY1980 GEOID HEIGHT- -36.57 (meters) GEOID03 EY1980 DYNAMIC HT - 3.205 (meters) 10.52 (feet) COMP EY1980 MODELED GRAV- 979,801.9 (mgal) NAVD 88 EY1980 EY1980 HORZ ORDER - SECOND EY1980 VERT ORDER - FIRST CLASS II EY1980 EY1980.The North Carolina HARNS have been completed but, EY1980.due to contractual restrictions, coordinates for these stations EY1980.will NOT be published in the near future. In the interim, the EY1980.published coordinates in North Carolina will not be EY1980.consistent with the Continuously Operating Reference Stations EY1980.(CORS). The HARN coordinates for these stations are available EY1980.upon request. Contact Gary Thompson(919-733-3836). EY1980. EY1980.In addition, the published North Carolina positions EY1980.(NAD 83 (1986)) are NOT consistent with those determined in EY1980.adjacent state readjustments. The discontinuity between stations EY1980.located in North Carolina and those in adjacent states EY1980.which have been adjusted to the HARN may be as much as 5 EY1980.decimeters. This will result in a significant loss of accuracy EY1980.over lines crossing such state borders. EY1980 EY1980 EY1980.The horizontal coordinates were established by classical geodetic methods EY1980.and adjusted by the National Geodetic Survey in January 1991. EY1980 EY1980.The orthometric height was determined by differential leveling EY1980.and adjusted by the National Geodetic Survey in June 1991. EY1980 EY1980.The Laplace correction was computed from DEFLEC99 derived deflections. EY1980 EY1980.The geoid height was determined by GEOID03. EY1980 EY1980.The dynamic height is computed by dividing the NAVD 88 EY1980.geopotential number by the normal gravity value computed on the EY1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1980.degrees latitude (g = 980.6199 gals.). EY1980 EY1980.The modeled gravity was interpolated from observed gravity values. EY1980 EY1980; North East Units Scale Factor Converg. EY1980;SPC NC - 244,356.651 813,365.094 MT 0.99994292 +1 18 12.4 EY1980;SPC NC - 801,693.45 2,668,515.31 sFT 0.99994292 +1 18 12.4 EY1980;UTM 18 - 3,977,790.806 342,883.536 MT 0.99990418 -1 01 20.2 EY1980 EY1980! - Elev Factor x Scale Factor = Combined Factor EY1980!SPC NC - 1.00000524 x 0.99994292 = 0.99994816 EY1980!UTM 18 - 1.00000524 x 0.99990418 = 0.99990942 EY1980 EY1980 SUPERSEDED SURVEY CONTROL EY1980 EY1980 NGVD 29 (01/18/91) 3.54 (m) 11.6 (f) LEVELING 3 EY1980 EY1980.Superseded values are not recommended for survey control. EY1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1980.See file dsdata.txt to determine how the superseded data were derived. EY1980 EY1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4288477791(NAD 83) EY1980_MARKER: DE = TRAVERSE STATION DISK EY1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1980_SP_SET: CONCRETE POST EY1980_STAMPING: MAY 1981 EY1980_MARK LOGO: NCGS EY1980_PROJECTION: RECESSED 13 CENTIMETERS EY1980_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1980+STABILITY: SURFACE MOTION EY1980 EY1980 HISTORY - Date Condition Report By EY1980 HISTORY - 1981 MONUMENTED NCGS EY1980 HISTORY - 1981 GOOD NCGS EY1980 EY1980 STATION DESCRIPTION EY1980 EY1980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1980'STATION IS LOCATED APPROXIMATELY 5.2 MILES NORTH OF PLYMOUTH AND 5.6 EY1980'MILES SOUTH-SOUTHEAST OF MERRY HILL. EY1980' EY1980'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 64, EAST OF EY1980'PLYMOUTH, PROCEED NORTHERLY ALONG NC 45 FOR 5.0 MILES TO STATION IN EY1980'THE LEFT SHOULDER AND 0.4 MILE SOUTH OF THE INTERSECTION WITH NC 308. EY1980' EY1980'STATION MARK IS A STANDARD DISK STAMPED---MAY 1981---SET IN THE TOP EY1980'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND EY1980'SURFACE. MARK IS 21.3 FEET WEST OF THE CENTERLINE OF HIGHWAY, 3.4 EY1980'FEET SOUTHEAST OF A WITNESS POST, 28.5 FEET EAST OF A 12 INCH PINE EY1980'WITH REFERENCE TAG AND 50.2 FEET NORTHEAST OF A 10 INCH PINE WITH EY1980'REFERENCE TAG. EY1980' EY1980'C 212 IS LOCATED AT THE INTERSECTION OF NC 45 WITH NC 308 IN THE EY1980'SOUTHWEST QUADRANT, AT THE SOUTH END OF THE GUARD RAIL. EY1980' EY1980'C 212 IS A STEEL KNOB ON A STAINLESS STEEL ROD BELOW A STANDARD NGS EY1980'LOGO FLANGE WITH ACCESS COVER STAMPED---C 212 1979---WHICH IS FLUSH EY1980'WITH THE GROUND SURFACE. IT IS 22.8 FEET WEST OF THE CENTERLINE OF EY1980'NC 45, 83.7 FEET SOUTH OF THE CENTERLINE OF NC 308, 1.4 FEET WEST OF EY1980'THE SOUTH END OF GUARD RAIL AND 1.0 FOOT SOUTH OF WITNESS POST. EY1980 EY1980 STATION RECOVERY (1981) EY1980 EY1980'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1980'5.6 MI SSE FROM MERRY HILL. EY1980'5.2 MILES NORTH OF PLYMOUTH. EY1980'5.0 MILES NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US EY1980'64 EAST OF PLYMOUTH, IN THE LEFT SHOULDER AND 0.4 MILE SOUTH OF THE EY1980'INTERSECTION WITH NC 308, 21.3 FEET WEST OF CENTERLINE OF HIGHWAY, EY1980'3.4 FEET SOUTHEAST OF A WITNESS POST, 28.5 FEET EAST OF 12 INCH PINE EY1980'WITH REFERENCE TAG AND 50.2 FEET NORTHEAST OF 10 INCH PINE WITH EY1980'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2909 *********************************************************************** FX2909 DESIGNATION - MERRY HILL FX2909 PID - FX2909 FX2909 STATE/COUNTY- NC/BERTIE FX2909 USGS QUAD - MERRY HILL (1982) FX2909 FX2909 *CURRENT SURVEY CONTROL FX2909 ___________________________________________________________________ FX2909* NAD 83(1986)- 36 01 09.25921(N) 076 46 45.35492(W) ADJUSTED FX2909* NAVD 88 - 10.328 (meters) 33.88 (feet) ADJUSTED FX2909 ___________________________________________________________________ FX2909 LAPLACE CORR- -4.14 (seconds) DEFLEC99 FX2909 GEOID HEIGHT- -36.38 (meters) GEOID03 FX2909 DYNAMIC HT - 10.319 (meters) 33.85 (feet) COMP FX2909 MODELED GRAV- 979,802.4 (mgal) NAVD 88 FX2909 FX2909 HORZ ORDER - SECOND FX2909 VERT ORDER - SECOND CLASS II FX2909 FX2909.The North Carolina HARNS have been completed but, FX2909.due to contractual restrictions, coordinates for these stations FX2909.will NOT be published in the near future. In the interim, the FX2909.published coordinates in North Carolina will not be FX2909.consistent with the Continuously Operating Reference Stations FX2909.(CORS). The HARN coordinates for these stations are available FX2909.upon request. Contact Gary Thompson(919-733-3836). FX2909. FX2909.In addition, the published North Carolina positions FX2909.(NAD 83 (1986)) are NOT consistent with those determined in FX2909.adjacent state readjustments. The discontinuity between stations FX2909.located in North Carolina and those in adjacent states FX2909.which have been adjusted to the HARN may be as much as 5 FX2909.decimeters. This will result in a significant loss of accuracy FX2909.over lines crossing such state borders. FX2909 FX2909 FX2909.The horizontal coordinates were established by classical geodetic methods FX2909.and adjusted by the National Geodetic Survey in January 1991. FX2909 FX2909.The orthometric height was determined by differential leveling FX2909.and adjusted by the National Geodetic Survey in June 1991. FX2909 FX2909.The Laplace correction was computed from DEFLEC99 derived deflections. FX2909 FX2909.The geoid height was determined by GEOID03. FX2909 FX2909.The dynamic height is computed by dividing the NAVD 88 FX2909.geopotential number by the normal gravity value computed on the FX2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2909.degrees latitude (g = 980.6199 gals.). FX2909 FX2909.The modeled gravity was interpolated from observed gravity values. FX2909 FX2909; North East Units Scale Factor Converg. FX2909;SPC NC - 253,974.243 809,757.945 MT 0.99996219 +1 16 54.3 FX2909;SPC NC - 833,247.16 2,656,680.86 sFT 0.99996219 +1 16 54.3 FX2909;UTM 18 - 3,987,546.517 339,669.993 MT 0.99991675 -1 02 47.5 FX2909 FX2909! - Elev Factor x Scale Factor = Combined Factor FX2909!SPC NC - 1.00000409 x 0.99996219 = 0.99996628 FX2909!UTM 18 - 1.00000409 x 0.99991675 = 0.99992084 FX2909 FX2909 SUPERSEDED SURVEY CONTROL FX2909 FX2909 NGVD 29 (01/18/91) 10.65 (m) 34.9 (f) LEVELING 3 FX2909 FX2909.Superseded values are not recommended for survey control. FX2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2909.See file dsdata.txt to determine how the superseded data were derived. FX2909 FX2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3967087547(NAD 83) FX2909_MARKER: DE = TRAVERSE STATION DISK FX2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2909_SP_SET: CONCRETE POST FX2909_STAMPING: MERRY HILL 1981 FX2909_MARK LOGO: NCGS FX2909_PROJECTION: RECESSED 10 CENTIMETERS FX2909_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2909+STABILITY: SURFACE MOTION FX2909 FX2909 HISTORY - Date Condition Report By FX2909 HISTORY - 1981 MONUMENTED NCGS FX2909 HISTORY - 1981 GOOD NCGS FX2909 FX2909 STATION DESCRIPTION FX2909 FX2909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) FX2909'STATION IS LOCATED APPROXIMATELY 0.7 MILE NORTHWEST OF MERRY HILL AND FX2909'9.9 MILES EAST OF WINDSOR. FX2909' FX2909'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 AT MIDWAY, FX2909'PROCEED SOUTHERLY ALONG NC 45 FOR 1.1 MILES TO STATION IN THE LEFT FX2909'SHOULDER, ACROSS HIGHWAY FROM A YELLOW FRAME HOUSE AND 0.55 MILE NORTH FX2909'OF SR 1502 CROSSROAD. FX2909' FX2909'STATION MARK IS A STANDARD DISK STAMPED---MERRY HILL 1981---SET IN FX2909'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE FX2909'GROUND SURFACE. MARK IS 20.1 FEET EAST OF THE CENTERLINE OF HIGHWAY, FX2909'114.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF CONCRETE DRIVEWAY AND FX2909'HIGHWAY, 39.0 FEET NORTH-NORTHWEST OF NORTH END OF BRICK HEADWALL, FX2909'36.5 FEET SOUTH OF NORTH END OF Y-SHAPED CONCRETE DRAIN DITCH, 109.0 FX2909'FEET SOUTHEAST OF TELEPHONE PEDESTAL AND 90.7 FEET EAST-SOUTHEAST OF FX2909'POWER POLE WITH TRANSFORMER AND WITH REFERENCE TAG. FX2909' FX2909'V 211 IS LOCATED APPROXIMATELY 0.4 MILE NORTH OF THE STATION, IN THE FX2909'EDGE OF WOODS, AT THE NORTH END OF A Y-SHAPED CONCRETE DRAIN DITCH. FX2909' FX2909'V 211 IS A NGS BENCH MARK DISK STAMPED---V 211 1979---ON A STAINLESS FX2909'STEEL ROD UNDER A METAL CAP, WHICH IS FLUSH WITH THE GROUND SURFACE. FX2909'MARK IS 62.6 FEET WEST OF THE CENTERLINE OF HIGHWAY, 11.3 FEET WEST OF FX2909'NORTH END OF CONCRETE DRAIN DITCH, 7.3 FEET NORTH OF 12 INCH OAK WITH FX2909'REFERENCE TAG, 8.9 FEET EAST-NORTHEAST OF A 4 INCH HOLLY TREE WITH FX2909'REFERENCE TAG, 12.3 FEET SOUTHEAST OF A 24 INCH GUM WITH REFERENCE FX2909'TAG AND 1.0 FOOT WEST OF WITNESS POST. FX2909' FX2909'W 211 IS LOCATED APPROXIMATELY 0.05 MILE NORTH OF THE INTERSECTION OF FX2909'NC 45 WITH SR 1502. FX2909' FX2909'W 211 IS A NGS BENCH MARK DISK STAMPED---W 211 1979---ON A STAINLESS FX2909'STEEL ROD UNDER METAL COVER, WHICH IS FLUSH WITH THE GROUND SURFACE. FX2909'MARK IS 54.3 FEET WEST OF THE CENTERLINE OF HIGHWAY, 207.1 FEET NORTH FX2909'OF CENTERLINE OF ROAD, 2.1 FEET WEST OF POWER POLE 1195 WITH REFERENCE FX2909'TAG, 47.9 FEET NORTH OF TELEPHONE PEDESTAL 455R AND 1.0 FOOT EAST OF FX2909'A WITNESS POST. FX2909 FX2909 STATION RECOVERY (1981) FX2909 FX2909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 FX2909'9.9 MI EAST FROM WINDSOR. FX2909'0.7 MILES NORTHWEST OF MERRY HILL. FX2909'1.1 MILES SOUTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 17 FX2909'AT MIDWAY, IN THE LEFT SHOULDER ACROSS HIGHWAY FROM A YELLOW FRAME FX2909'HOUSE AND 0.55 MILE NORTH OF SR 1502 CROSSROAD, 20.1 FEET EAST OF FX2909'CENTERLINE OF HIGHWAY, 114.6 FEET SOUTH-SOUTHEAST OF INTERSECTION OF FX2909'CONCRETE DRIVEWAY AND HIGHWAY, 39.0 FEET NORTH-NORTHWEST OF NORTH END FX2909'OF BRICK HEADWALL, 36.5 FEET SOUTH OF NORTH END OF Y SHAPED CONCRETE FX2909'DRAIN DITCH, 109.0 FEET SOUTHEAST OF TELEPHONE PEDESTAL AND 90.7 FEET FX2909'EAST-SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3884 *********************************************************************** FX3884 DESIGNATION - MIDDLE FX3884 PID - FX3884 FX3884 STATE/COUNTY- NC/BERTIE FX3884 USGS QUAD - COLERAIN (1982) FX3884 FX3884 *CURRENT SURVEY CONTROL FX3884 ___________________________________________________________________ FX3884* NAD 83(1986)- 36 08 16.70939(N) 076 45 03.34763(W) ADJUSTED FX3884* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3884 ___________________________________________________________________ FX3884 LAPLACE CORR- -4.16 (seconds) DEFLEC99 FX3884 GEOID HEIGHT- -36.29 (meters) GEOID03 FX3884 FX3884 HORZ ORDER - THIRD FX3884 FX3884.The North Carolina HARNS have been completed but, FX3884.due to contractual restrictions, coordinates for these stations FX3884.will NOT be published in the near future. In the interim, the FX3884.published coordinates in North Carolina will not be FX3884.consistent with the Continuously Operating Reference Stations FX3884.(CORS). The HARN coordinates for these stations are available FX3884.upon request. Contact Gary Thompson(919-733-3836). FX3884. FX3884.In addition, the published North Carolina positions FX3884.(NAD 83 (1986)) are NOT consistent with those determined in FX3884.adjacent state readjustments. The discontinuity between stations FX3884.located in North Carolina and those in adjacent states FX3884.which have been adjusted to the HARN may be as much as 5 FX3884.decimeters. This will result in a significant loss of accuracy FX3884.over lines crossing such state borders. FX3884 FX3884 FX3884.The horizontal coordinates were established by classical geodetic methods FX3884.and adjusted by the National Geodetic Survey in July 1986. FX3884 FX3884.The orthometric height was scaled from a topographic map. FX3884 FX3884.The Laplace correction was computed from DEFLEC99 derived deflections. FX3884 FX3884.The geoid height was determined by GEOID03. FX3884 FX3884; North East Units Scale Factor Converg. FX3884;SPC NC - 267,203.072 812,012.940 MT 0.99999212 +1 17 53.1 FX3884;SPC NC - 876,648.75 2,664,079.12 sFT 0.99999212 +1 17 53.1 FX3884;UTM 18 - 4,000,671.891 342,460.664 MT 0.99990581 -1 01 58.0 FX3884 FX3884! - Elev Factor x Scale Factor = Combined Factor FX3884!SPC NC - 1.00000528 x 0.99999212 = 0.99999740 FX3884!UTM 18 - 1.00000528 x 0.99990581 = 0.99991109 FX3884 FX3884: Primary Azimuth Mark Grid Az FX3884:SPC NC - BULL POND RESET 357 06 09.1 FX3884:UTM 18 - BULL POND RESET 359 26 00.2 FX3884 FX3884|---------------------------------------------------------------------| FX3884| PID Reference Object Distance Geod. Az | FX3884| dddmmss.s | FX3884| FX3881 BULL POND RESET APPROX. 3.6 KM 3582402.2 | FX3884|---------------------------------------------------------------------| FX3884 FX3884 SUPERSEDED SURVEY CONTROL FX3884 FX3884 NAD 27 - 36 08 16.15100(N) 076 45 04.53800(W) AD( ) 3 FX3884 FX3884.Superseded values are not recommended for survey control. FX3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3884.See file dsdata.txt to determine how the superseded data were derived. FX3884 FX3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4246100672(NAD 83) FX3884_MARKER: N = NAIL FX3884_SETTING: 0 = UNSPECIFIED SETTING FX3884_MARK LOGO: CGS FX3884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3884 FX3884 HISTORY - Date Condition Report By FX3884 HISTORY - 1874 MONUMENTED CGS FX3884 HISTORY - 1909 MARK NOT FOUND CGS FX3884 FX3884 STATION DESCRIPTION FX3884 FX3884'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) FX3884'THIS STATION WAS ESTABLISHED BY THE PARTY OF R. E. HALTER, MARCH FX3884'16, 1874. FX3884' FX3884'IT IS LOCATED ON A SMALL SANDY POINT OF LAND UNDER A HIGH BLUFF FX3884'THICKLY WOODED, ON THE W SIDE OF CHOWAN RIVER MILES N OF LAURENCES FX3884'PT. AND MILES BELOW COLERAINE WHARF AND METERS N OF ROAD LEADING FX3884'FROM THE SHORE. THE UNDERGROUND MARK CONSISTS OF 3 BRICKS PLACED FX3884'IN THE FORM OF A TRIANGLE OVER WHICH IS PLACED A CYPRESS STUB 4 FX3884'FEET LONG AND 5 INCHES IN DIAMETER WITH NAIL IN TOP TO MARK FX3884'CENTER. THE FOLLOWING MEASUREMENTS WERE TAKEN-- FX3884' FX3884'FROM STATION TO PINE STUMP, ESE, 22 FEET, 9 INCHES. FX3884' FX3884'FROM STATION TO GUM TREE, WNW, 25 FEET, 6-1/2 INCHES. FX3884' FX3884'FROM STATION TO GUM TREE, SW BY W 3/4 W, 66 FEET, 8 INCHES. FX3884' FX3884'EACH TREE HAS A TRIANGLE BLAZED IN THE SIDE FACING THE STATION FX3884'WITH NAIL IN EACH ANGLE. FX3884 FX3884 STATION RECOVERY (1909) FX3884 FX3884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB) FX3884'STATION LOST. WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1962 *********************************************************************** EY1962 DESIGNATION - MILLERS STORE EY1962 PID - EY1962 EY1962 STATE/COUNTY- NC/BERTIE EY1962 USGS QUAD - WINDSOR SOUTH (1978) EY1962 EY1962 *CURRENT SURVEY CONTROL EY1962 ___________________________________________________________________ EY1962* NAD 83(1986)- 35 56 04.18084(N) 076 58 37.04054(W) ADJUSTED EY1962* NAVD 88 - 8.221 (meters) 26.97 (feet) ADJUSTED EY1962 ___________________________________________________________________ EY1962 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EY1962 GEOID HEIGHT- -35.98 (meters) GEOID03 EY1962 DYNAMIC HT - 8.214 (meters) 26.95 (feet) COMP EY1962 MODELED GRAV- 979,818.5 (mgal) NAVD 88 EY1962 EY1962 HORZ ORDER - SECOND EY1962 VERT ORDER - SECOND CLASS II EY1962 EY1962.The North Carolina HARNS have been completed but, EY1962.due to contractual restrictions, coordinates for these stations EY1962.will NOT be published in the near future. In the interim, the EY1962.published coordinates in North Carolina will not be EY1962.consistent with the Continuously Operating Reference Stations EY1962.(CORS). The HARN coordinates for these stations are available EY1962.upon request. Contact Gary Thompson(919-733-3836). EY1962. EY1962.In addition, the published North Carolina positions EY1962.(NAD 83 (1986)) are NOT consistent with those determined in EY1962.adjacent state readjustments. The discontinuity between stations EY1962.located in North Carolina and those in adjacent states EY1962.which have been adjusted to the HARN may be as much as 5 EY1962.decimeters. This will result in a significant loss of accuracy EY1962.over lines crossing such state borders. EY1962 EY1962 EY1962.The horizontal coordinates were established by classical geodetic methods EY1962.and adjusted by the National Geodetic Survey in January 1991. EY1962 EY1962.The orthometric height was determined by differential leveling EY1962.and adjusted by the National Geodetic Survey in June 1991. EY1962 EY1962.The Laplace correction was computed from DEFLEC99 derived deflections. EY1962 EY1962.The geoid height was determined by GEOID03. EY1962 EY1962.The dynamic height is computed by dividing the NAVD 88 EY1962.geopotential number by the normal gravity value computed on the EY1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1962.degrees latitude (g = 980.6199 gals.). EY1962 EY1962.The modeled gravity was interpolated from observed gravity values. EY1962 EY1962; North East Units Scale Factor Converg. EY1962;SPC NC - 244,192.708 792,134.128 MT 0.99994347 +1 10 03.5 EY1962;SPC NC - 801,155.58 2,598,860.05 sFT 0.99994347 +1 10 03.5 EY1962;UTM 18 - 3,978,489.004 321,663.337 MT 0.99999190 -1 09 37.8 EY1962 EY1962! - Elev Factor x Scale Factor = Combined Factor EY1962!SPC NC - 1.00000436 x 0.99994347 = 0.99994783 EY1962!UTM 18 - 1.00000436 x 0.99999190 = 0.99999626 EY1962 EY1962 SUPERSEDED SURVEY CONTROL EY1962 EY1962 NGVD 29 (01/18/91) 8.55 (m) 28.1 (f) LEVELING 3 EY1962 EY1962.Superseded values are not recommended for survey control. EY1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1962.See file dsdata.txt to determine how the superseded data were derived. EY1962 EY1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2166378489(NAD 83) EY1962_MARKER: DE = TRAVERSE STATION DISK EY1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1962_SP_SET: CONCRETE POST EY1962_STAMPING: MILLERS STORE 1980 EY1962_MARK LOGO: NCGS EY1962_PROJECTION: RECESSED 15 CENTIMETERS EY1962_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1962+STABILITY: SURFACE MOTION EY1962 EY1962 HISTORY - Date Condition Report By EY1962 HISTORY - 1980 MONUMENTED NCGS EY1962 HISTORY - 1980 GOOD NCGS EY1962 HISTORY - 19950508 POOR USPSQD EY1962 EY1962 STATION DESCRIPTION EY1962 EY1962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1962'STATION IS LOCATED APPROXIMATELY 4.6 MILES SOUTH-SOUTHWEST OF WINDSOR EY1962'AND 7.2 MILES NORTHEAST OF WILLIAMSTON. EY1962' EY1962'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1962'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1962'FOR 4.15 MILES TO STATION IN THE LEFT SHOULDER AND ON THE PROJECTION EY1962'OF THE WEST SIDE OF A SMALL BEIGE FRAME HOUSE AND 0.15 MILE EY1962'WEST-SOUTHWEST OF SR 1523 AT MILLERS STORE. EY1962' EY1962'STATION MARK IS A STANDARD DISK STAMPED---MILLERS STORE 1980---SET IN EY1962'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE EY1962'GROUND SURFACE. THE MARK IS 22.6 FEET SOUTH OF THE CENTERLINE OF EY1962'NORTH BOUND LANES, 59.1 FEET NORTH OF NORTHWEST CORNER OF BEIGE HOUSE, EY1962'131.6 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF WHITE HOUSE, 192.8 EY1962'FEET WEST OF WEST END OF CULVERT, 149.9 FEET NORTHWEST OF 36 INCH ELM EY1962'WITH REFERENCE TAG AND 133.8 FEET SOUTH-SOUTHEAST OF 24 INCH OAK WITH EY1962'REFERENCE TAG. EY1962 EY1962 STATION RECOVERY (1980) EY1962 EY1962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1962'4.6 MI SSW FROM WINDSOR. EY1962'7.2 MILES NORTHEAST OF WILLIAMSTON. EY1962'4.15 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION WITH US 13 EY1962'NORTH BYPASS SOUTHWEST OF WINDSOR, IN THE LEFT SHOULDER AND ON THE EY1962'PROJECTION OF THE WEST SIDE OF A SMALL BEIGE FRAME HOUSE AND 0.15 MILE EY1962'WEST-SOUTHWEST OF SR 1523 AT MILLERS STORE, 22.6 FEET SOUTH OF EY1962'CENTERLINE OF NORTH BOUND LANES, 59.1 FEET NORTH OF NORTHWEST CORNER EY1962'OF BEIGE HOUSE, 131.6 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF EY1962'WHITE HOUSE, 192.8 FEET WEST OF WEST END OF CULVERT, 149.9 FEET EY1962'NORTHWEST OF 36 INCH ELM WITH REFERENCE TAG AND 133.8 FEET EY1962'SOUTH-SOUTHEAST OF 24 INCH OAK WITH REFERENCE TAG. EY1962 EY1962 STATION RECOVERY (1995) EY1962 EY1962'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1962'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2887 *********************************************************************** FX2887 DESIGNATION - MIZELLE FX2887 PID - FX2887 FX2887 STATE/COUNTY- NC/BERTIE FX2887 USGS QUAD - WINDSOR NORTH (1981) FX2887 FX2887 *CURRENT SURVEY CONTROL FX2887 ___________________________________________________________________ FX2887* NAD 83(1986)- 36 01 13.10576(N) 076 52 52.03675(W) ADJUSTED FX2887* NAVD 88 - 14.762 (meters) 48.43 (feet) ADJUSTED FX2887 ___________________________________________________________________ FX2887 LAPLACE CORR- -5.40 (seconds) DEFLEC99 FX2887 GEOID HEIGHT- -36.09 (meters) GEOID03 FX2887 DYNAMIC HT - 14.750 (meters) 48.39 (feet) COMP FX2887 MODELED GRAV- 979,817.1 (mgal) NAVD 88 FX2887 FX2887 HORZ ORDER - SECOND FX2887 VERT ORDER - SECOND CLASS II FX2887 FX2887.The North Carolina HARNS have been completed but, FX2887.due to contractual restrictions, coordinates for these stations FX2887.will NOT be published in the near future. In the interim, the FX2887.published coordinates in North Carolina will not be FX2887.consistent with the Continuously Operating Reference Stations FX2887.(CORS). The HARN coordinates for these stations are available FX2887.upon request. Contact Gary Thompson(919-733-3836). FX2887. FX2887.In addition, the published North Carolina positions FX2887.(NAD 83 (1986)) are NOT consistent with those determined in FX2887.adjacent state readjustments. The discontinuity between stations FX2887.located in North Carolina and those in adjacent states FX2887.which have been adjusted to the HARN may be as much as 5 FX2887.decimeters. This will result in a significant loss of accuracy FX2887.over lines crossing such state borders. FX2887 FX2887 FX2887.The horizontal coordinates were established by classical geodetic methods FX2887.and adjusted by the National Geodetic Survey in January 1991. FX2887 FX2887.The orthometric height was determined by differential leveling FX2887.and adjusted by the National Geodetic Survey in June 1991. FX2887 FX2887.The Laplace correction was computed from DEFLEC99 derived deflections. FX2887 FX2887.The geoid height was determined by GEOID03. FX2887 FX2887.The dynamic height is computed by dividing the NAVD 88 FX2887.geopotential number by the normal gravity value computed on the FX2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2887.degrees latitude (g = 980.6199 gals.). FX2887 FX2887.The modeled gravity was interpolated from observed gravity values. FX2887 FX2887; North East Units Scale Factor Converg. FX2887;SPC NC - 253,892.109 800,576.468 MT 0.99996244 +1 13 22.6 FX2887;SPC NC - 832,977.69 2,626,557.96 sFT 0.99996244 +1 13 22.6 FX2887;UTM 18 - 3,987,837.533 330,493.011 MT 0.99995405 -1 06 23.4 FX2887 FX2887! - Elev Factor x Scale Factor = Combined Factor FX2887!SPC NC - 1.00000335 x 0.99996244 = 0.99996579 FX2887!UTM 18 - 1.00000335 x 0.99995405 = 0.99995740 FX2887 FX2887 SUPERSEDED SURVEY CONTROL FX2887 FX2887 NGVD 29 (01/18/91) 15.09 (m) 49.5 (f) LEVELING 3 FX2887 FX2887.Superseded values are not recommended for survey control. FX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2887.See file dsdata.txt to determine how the superseded data were derived. FX2887 FX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3049387838(NAD 83) FX2887_MARKER: DE = TRAVERSE STATION DISK FX2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2887_SP_SET: CONCRETE POST FX2887_STAMPING: MIZELLE 1980 FX2887_MARK LOGO: NCGS FX2887_PROJECTION: RECESSED 15 CENTIMETERS FX2887_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2887+STABILITY: SURFACE MOTION FX2887 FX2887 HISTORY - Date Condition Report By FX2887 HISTORY - 1980 MONUMENTED NCGS FX2887 HISTORY - 1980 GOOD NCGS FX2887 FX2887 STATION DESCRIPTION FX2887 FX2887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2887'STATION IS LOCATED APPROXIMATELY 4.3 MILES EAST-NORTHEAST OF WINDSOR FX2887'AND 7.1 MILES SOUTH-SOUTHEAST OF ASKEWVILLE. FX2887' FX2887'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH FX2887'NC 308 EAST OF WINDSOR, PROCEED NORTHEASTERLY ALONG US 17 FOR 3.25 FX2887'MILES TO STATION IN THE LEFT SHOULDER, ON THE PROJECTION OF THE WEST FX2887'SIDE OF A SMALL RED FRAME HOUSE AND 0.5 MILE NORTHEAST OF THE FX2887'INTERSECTION WITH SR 1001 AT GREEN CROSS CHURCH. FX2887' FX2887'STATION MARK IS A STANDARD DISK STAMPED---MIZELLE 1980---SET IN THE FX2887'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2887'SURFACE. MARK IS 19.1 FEET NORTH OF THE CENTERLINE OF US 17, 111.1 FX2887'FEET EAST OF THE CENTERLINE OF CONCRETE DRIVEWAY, 64.8 FEET NORTHWEST FX2887'OF EAST END OF CULVERT ACROSS HIGHWAY, 42.4 FEET SOUTHWEST OF 12 INCH FX2887'OAK WITH REFERENCE TAG AND 168.5 FEET WEST-NORTHWEST OF POWER POLE FX2887'H182 WITH REFERENCE TAG. FX2887' FX2887'C 531 IS A USCE DISK STAMPED---30 NC-1/C 531-1942---LOCATED AT THE FX2887'SOUTHWEST CORNER OF GREEN CROSS MISSIONARY BAPTIST CHURCH YARD AND FX2887'0.05 MILE EAST OF SR 1001. IT IS SET IN TOP OF A 10 INCH CONCRETE FX2887'MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. MARK IS 40.7 FEET FX2887'NORTH-NORTHWEST OF THE CENTERLINE OF US 17, 1.7 FEET EAST-NORTHEAST FX2887'OF 6 INCH MAGNOLIA, 22.7 FEET EAST-NORTHEAST OF POWER POLE H 182-70 FX2887'WITH REFERENCE TAG AND 57.8 FEET SOUTH-SOUTHEAST OF LAMP POLE WITH FX2887'REFERENCE TAG. FX2887 FX2887 STATION RECOVERY (1980) FX2887 FX2887'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2887'4.3 MI ENE FROM WINDSOR. FX2887'7.1 MILES SOUTH-SOUTHEAST OF ASKEWVILLE, 3.25 MILES FX2887'NORTHEASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION OF US FX2887'17 WITH NC 308 EAST OF WINDSOR, IN THE LEFT SHOULDER ON THE FX2887'PROJECTION OF THE WEST SIDE OF A SMALL RED FRAME HOUSE AND 0.5 MILE FX2887'NORTHEAST OF THE INTERSECTION WITH SR 1001 AT GREEN CROSS CHURCH, FX2887'19.1 FEET NORTH OF CENTERLINE OF US 17, 111.1 FEET EAST OF CENTERLINE FX2887'OF CONCRETE DRIVEWAY, 64.8 FEET NORTHWEST OF EAST END OF CULVERT FX2887'ACROSS HIGHWAY, 42.4 FEET SOUTHWEST OF 12 INCH OAK WITH REFERENCE TAG FX2887'AND 168.5 FEET WEST-NORTHWEST OF POWER POLE H 182 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2902 *********************************************************************** FX2902 DESIGNATION - MON FX2902 PID - FX2902 FX2902 STATE/COUNTY- NC/BERTIE FX2902 USGS QUAD - MERRY HILL (1982) FX2902 FX2902 *CURRENT SURVEY CONTROL FX2902 ___________________________________________________________________ FX2902* NAD 83(1986)- 36 02 13.38049(N) 076 45 41.02409(W) ADJUSTED FX2902* NAVD 88 - 6.687 (meters) 21.94 (feet) ADJUSTED FX2902 ___________________________________________________________________ FX2902 LAPLACE CORR- -3.75 (seconds) DEFLEC99 FX2902 GEOID HEIGHT- -36.40 (meters) GEOID03 FX2902 DYNAMIC HT - 6.681 (meters) 21.92 (feet) COMP FX2902 MODELED GRAV- 979,802.9 (mgal) NAVD 88 FX2902 FX2902 HORZ ORDER - SECOND FX2902 VERT ORDER - SECOND CLASS II FX2902 FX2902.The North Carolina HARNS have been completed but, FX2902.due to contractual restrictions, coordinates for these stations FX2902.will NOT be published in the near future. In the interim, the FX2902.published coordinates in North Carolina will not be FX2902.consistent with the Continuously Operating Reference Stations FX2902.(CORS). The HARN coordinates for these stations are available FX2902.upon request. Contact Gary Thompson(919-733-3836). FX2902. FX2902.In addition, the published North Carolina positions FX2902.(NAD 83 (1986)) are NOT consistent with those determined in FX2902.adjacent state readjustments. The discontinuity between stations FX2902.located in North Carolina and those in adjacent states FX2902.which have been adjusted to the HARN may be as much as 5 FX2902.decimeters. This will result in a significant loss of accuracy FX2902.over lines crossing such state borders. FX2902 FX2902 FX2902.The horizontal coordinates were established by classical geodetic methods FX2902.and adjusted by the National Geodetic Survey in January 1991. FX2902 FX2902.The orthometric height was determined by differential leveling FX2902.and adjusted by the National Geodetic Survey in June 1991. FX2902 FX2902.The Laplace correction was computed from DEFLEC99 derived deflections. FX2902 FX2902.The geoid height was determined by GEOID03. FX2902 FX2902.The dynamic height is computed by dividing the NAVD 88 FX2902.geopotential number by the normal gravity value computed on the FX2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2902.degrees latitude (g = 980.6199 gals.). FX2902 FX2902.The modeled gravity was interpolated from observed gravity values. FX2902 FX2902; North East Units Scale Factor Converg. FX2902;SPC NC - 255,986.197 811,323.720 MT 0.99996640 +1 17 31.4 FX2902;SPC NC - 839,848.05 2,661,817.90 sFT 0.99996640 +1 17 31.4 FX2902;UTM 18 - 3,989,493.098 341,316.131 MT 0.99991027 -1 02 11.3 FX2902 FX2902! - Elev Factor x Scale Factor = Combined Factor FX2902!SPC NC - 1.00000466 x 0.99996640 = 0.99997106 FX2902!UTM 18 - 1.00000466 x 0.99991027 = 0.99991493 FX2902 FX2902 SUPERSEDED SURVEY CONTROL FX2902 FX2902 NGVD 29 (01/18/91) 7.02 (m) 23.0 (f) LEVELING 3 FX2902 FX2902.Superseded values are not recommended for survey control. FX2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2902.See file dsdata.txt to determine how the superseded data were derived. FX2902 FX2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4131689493(NAD 83) FX2902_MARKER: DE = TRAVERSE STATION DISK FX2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2902_SP_SET: CONCRETE POST FX2902_STAMPING: MON 1980 FX2902_MARK LOGO: NCGS FX2902_PROJECTION: RECESSED 3 CENTIMETERS FX2902_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2902+STABILITY: SURFACE MOTION FX2902 FX2902 HISTORY - Date Condition Report By FX2902 HISTORY - 1980 MONUMENTED NCGS FX2902 HISTORY - 1980 GOOD NCGS FX2902 FX2902 STATION DESCRIPTION FX2902 FX2902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2902'STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTH OF MERRY HILL, 9.1 FX2902'MILES WEST-SOUTHWEST OF EDENTON IN CHOWAN COUNTY AND 11.0 MILES FX2902'EAST-NORTHEAST OF WINDSOR. FX2902' FX2902'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2902'WINDSOR AND EDENTON, PROCEED EASTERLY ALONG US 17 FOR 1.3 MILES TO FX2902'STATION ON THE RIGHT MIDWAY A SMALL CUT, AND 0.15 MILE EAST OF THE FX2902'BRIDGE OVER SALMON CREEK. FX2902' FX2902'STATION MARK IS A STANDARD DISK STAMPED---MON 1980---,SET IN THE TOP FX2902'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. FX2902'MARK IS 47.7 FEET SOUTH OF THE CENTERLINE OF US 17, 156.0 FEET EAST OF FX2902'EAST END OF CULVERT AND 24.1 FEET NORTHWEST OF 12 INCH OAK, 60.5 FEET FX2902'EAST-NORTHEAST OF 24 INCH OAK, 72.7 FEET EAST OF TELEPHONE POLE ALL FX2902'WITH REFERENCE TAGS. FX2902 FX2902 STATION RECOVERY (1980) FX2902 FX2902'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2902'1.8 MI NORTH FROM MERRY HILL. FX2902'9.1 MILES WEST-SOUTHWEST OF EDENTON IN CHOWAN COUNTY AND 11.0 MILES FX2902'EAST-NORTHEAST OF WINDSOR. FX2902'1.3 MILES EASTERLY ALONG US 17 WITH NC 45 BETWEEN WINDSOR AND EDENTON, FX2902'ON THE RIGHT MIDWAY A SMALL CUT AND 0.15 MILE EAST OF THE BRIDGE OVER FX2902'SALMON CREEK, 47.7 FEET SOUTH OF CENTERLINE OF US 17, 156.0 FEET EAST FX2902'OF EAST END OF CULVERT AND 24.1 FEET NORTHWEST OF 12 INCH OAK, 60.5 FX2902'FEET EAST-NORTHEAST OF 24 INCH OAK, 72.7 FEET EAST OF TELEPHONE POLE FX2902'ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2787 *********************************************************************** FX2787 DESIGNATION - MOSS FX2787 PID - FX2787 FX2787 STATE/COUNTY- NC/BERTIE FX2787 USGS QUAD - POWELLSVILLE (1982) FX2787 FX2787 *CURRENT SURVEY CONTROL FX2787 ___________________________________________________________________ FX2787* NAD 83(1986)- 36 10 05.99725(N) 076 57 44.23613(W) ADJUSTED FX2787* NAVD 88 - 17.710 (meters) 58.10 (feet) ADJUSTED FX2787 ___________________________________________________________________ FX2787 LAPLACE CORR- -4.87 (seconds) DEFLEC99 FX2787 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2787 DYNAMIC HT - 17.696 (meters) 58.06 (feet) COMP FX2787 MODELED GRAV- 979,837.6 (mgal) NAVD 88 FX2787 FX2787 HORZ ORDER - SECOND FX2787 VERT ORDER - SECOND CLASS II FX2787 FX2787.The North Carolina HARNS have been completed but, FX2787.due to contractual restrictions, coordinates for these stations FX2787.will NOT be published in the near future. In the interim, the FX2787.published coordinates in North Carolina will not be FX2787.consistent with the Continuously Operating Reference Stations FX2787.(CORS). The HARN coordinates for these stations are available FX2787.upon request. Contact Gary Thompson(919-733-3836). FX2787. FX2787.In addition, the published North Carolina positions FX2787.(NAD 83 (1986)) are NOT consistent with those determined in FX2787.adjacent state readjustments. The discontinuity between stations FX2787.located in North Carolina and those in adjacent states FX2787.which have been adjusted to the HARN may be as much as 5 FX2787.decimeters. This will result in a significant loss of accuracy FX2787.over lines crossing such state borders. FX2787 FX2787 FX2787.The horizontal coordinates were established by classical geodetic methods FX2787.and adjusted by the National Geodetic Survey in January 1991. FX2787 FX2787.The orthometric height was determined by differential leveling FX2787.and adjusted by the National Geodetic Survey in June 1991. FX2787 FX2787.The Laplace correction was computed from DEFLEC99 derived deflections. FX2787 FX2787.The geoid height was determined by GEOID03. FX2787 FX2787.The dynamic height is computed by dividing the NAVD 88 FX2787.geopotential number by the normal gravity value computed on the FX2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2787.degrees latitude (g = 980.6199 gals.). FX2787 FX2787.The modeled gravity was interpolated from observed gravity values. FX2787 FX2787; North East Units Scale Factor Converg. FX2787;SPC NC - 270,160.188 792,924.828 MT 1.00000047 +1 10 34.0 FX2787;SPC NC - 886,350.55 2,601,454.21 sFT 1.00000047 +1 10 34.0 FX2787;UTM 18 - 4,004,403.275 323,509.717 MT 0.99998381 -1 09 30.1 FX2787 FX2787! - Elev Factor x Scale Factor = Combined Factor FX2787!SPC NC - 1.00000281 x 1.00000047 = 1.00000328 FX2787!UTM 18 - 1.00000281 x 0.99998381 = 0.99998662 FX2787 FX2787 SUPERSEDED SURVEY CONTROL FX2787 FX2787 NGVD 29 (01/18/91) 18.09 (m) 59.4 (f) LEVELING 3 FX2787 FX2787.Superseded values are not recommended for survey control. FX2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2787.See file dsdata.txt to determine how the superseded data were derived. FX2787 FX2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2351004403(NAD 83) FX2787_MARKER: DE = TRAVERSE STATION DISK FX2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2787_SP_SET: CONCRETE POST FX2787_STAMPING: MOSS 1980 FX2787_MARK LOGO: NCGS FX2787_PROJECTION: RECESSED 3 CENTIMETERS FX2787_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2787+STABILITY: SURFACE MOTION FX2787 FX2787 HISTORY - Date Condition Report By FX2787 HISTORY - 1980 MONUMENTED NCGS FX2787 HISTORY - 1980 GOOD NCGS FX2787 HISTORY - 1985 GOOD USPSQD FX2787 FX2787 STATION DESCRIPTION FX2787 FX2787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2787'STATION IS LOCATED APPROXIMATELY 4.3 MILES NORTH-NORTHWEST OF FX2787'ASKEWVILLE AND 4.2 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2787' FX2787'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2787'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 4.55 MILES TO STATION FX2787'ON THE RIGHT AT A POINT WHERE POWER LINE ENTERS WOODS AND 0.55 MILE FX2787'SOUTH OF THE SR 1313 AND SR 1242 CROSSING. FX2787' FX2787'STATION MARK IS A STANDARD DISK STAMPED---MOSS 1980---SET IN THE TOP FX2787'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE FX2787'AND 1 FOOT BELOW HIGHWAY. MARK IS 42.6 FEET WEST-NORTHWEST OF FX2787'CENTERLINE OF US 13 AND 45.0 FEET SOUTH OF POWER POLE 135, 31.2 FEET FX2787'EAST-SOUTHEAST OF 18 INCH PINE, 52.7 FEET SOUTHEAST OF 18 INCH PINE, FX2787'45.7 FEET SOUTH-SOUTHWEST OF 18 INCH PINE AND 45.7 FEET EAST-NORTHEAST FX2787'OF 12 INCH PINE ALL WITH REFERENCE TAGS. FX2787 FX2787 STATION RECOVERY (1980) FX2787 FX2787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2787'4.3 MI NNW FROM ASKEWVILLE. FX2787'4.2 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2787'4.55 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2787'POWELLSVILLE, ON THE RIGHT AT A POINT WHERE POWER LINE ENTERS WOODS FX2787'AND 0.55 MILE SOUTH OF THE SR 1313 AND SR 1242 CROSSING, 42.6 FEET FX2787'WEST-NORTHWEST OF CENTERLINE OF US 13 AND 45.0 FEET SOUTH OF POWER FX2787'POLE 135, 31.2 FEET EAST-SOUTHEAST OF 18 INCH PINE, 52.7 FEET FX2787'SOUTHEAST OF 18 INCH PINE, 45.7 FEET SOUTH-SOUTHWEST OF 18 INCH PINE FX2787'AND 45.7 FEET EAST-NORTHEAST OF 12 INCH PINE ALL WITH REFERENCE TAGS. FX2787 FX2787 STATION RECOVERY (1985) FX2787 FX2787'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2787'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2812 *********************************************************************** FX2812 DESIGNATION - MUSTANG FX2812 PID - FX2812 FX2812 STATE/COUNTY- NC/BERTIE FX2812 USGS QUAD - WINDSOR NORTH (1981) FX2812 FX2812 *CURRENT SURVEY CONTROL FX2812 ___________________________________________________________________ FX2812* NAD 83(1986)- 36 02 16.15001(N) 076 57 49.15034(W) ADJUSTED FX2812* NAVD 88 - 10.063 (meters) 33.02 (feet) ADJUSTED FX2812 ___________________________________________________________________ FX2812 LAPLACE CORR- -4.61 (seconds) DEFLEC99 FX2812 GEOID HEIGHT- -35.82 (meters) GEOID03 FX2812 DYNAMIC HT - 10.055 (meters) 32.99 (feet) COMP FX2812 MODELED GRAV- 979,828.4 (mgal) NAVD 88 FX2812 FX2812 HORZ ORDER - SECOND FX2812 VERT ORDER - SECOND CLASS II FX2812 FX2812.The North Carolina HARNS have been completed but, FX2812.due to contractual restrictions, coordinates for these stations FX2812.will NOT be published in the near future. In the interim, the FX2812.published coordinates in North Carolina will not be FX2812.consistent with the Continuously Operating Reference Stations FX2812.(CORS). The HARN coordinates for these stations are available FX2812.upon request. Contact Gary Thompson(919-733-3836). FX2812. FX2812.In addition, the published North Carolina positions FX2812.(NAD 83 (1986)) are NOT consistent with those determined in FX2812.adjacent state readjustments. The discontinuity between stations FX2812.located in North Carolina and those in adjacent states FX2812.which have been adjusted to the HARN may be as much as 5 FX2812.decimeters. This will result in a significant loss of accuracy FX2812.over lines crossing such state borders. FX2812 FX2812 FX2812.The horizontal coordinates were established by classical geodetic methods FX2812.and adjusted by the National Geodetic Survey in January 1991. FX2812 FX2812.The orthometric height was determined by differential leveling FX2812.and adjusted by the National Geodetic Survey in June 1991. FX2812 FX2812.The Laplace correction was computed from DEFLEC99 derived deflections. FX2812 FX2812.The geoid height was determined by GEOID03. FX2812 FX2812.The dynamic height is computed by dividing the NAVD 88 FX2812.geopotential number by the normal gravity value computed on the FX2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2812.degrees latitude (g = 980.6199 gals.). FX2812 FX2812.The modeled gravity was interpolated from observed gravity values. FX2812 FX2812; North East Units Scale Factor Converg. FX2812;SPC NC - 255,679.105 793,099.080 MT 0.99996659 +1 10 31.1 FX2812;SPC NC - 838,840.53 2,602,025.90 sFT 0.99996659 +1 10 31.1 FX2812;UTM 18 - 3,989,927.076 323,094.422 MT 0.99998563 -1 09 20.0 FX2812 FX2812! - Elev Factor x Scale Factor = Combined Factor FX2812!SPC NC - 1.00000404 x 0.99996659 = 0.99997063 FX2812!UTM 18 - 1.00000404 x 0.99998563 = 0.99998967 FX2812 FX2812 SUPERSEDED SURVEY CONTROL FX2812 FX2812 NGVD 29 (01/18/91) 10.41 (m) 34.2 (f) LEVELING 3 FX2812 FX2812.Superseded values are not recommended for survey control. FX2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2812.See file dsdata.txt to determine how the superseded data were derived. FX2812 FX2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2309489927(NAD 83) FX2812_MARKER: DE = TRAVERSE STATION DISK FX2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2812_SP_SET: CONCRETE POST FX2812_STAMPING: MUSTANG 1980 FX2812_MARK LOGO: NCGS FX2812_PROJECTION: RECESSED 15 CENTIMETERS FX2812_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2812+STABILITY: SURFACE MOTION FX2812 FX2812 HISTORY - Date Condition Report By FX2812 HISTORY - 1980 MONUMENTED NCGS FX2812 HISTORY - 1980 GOOD NCGS FX2812 HISTORY - 1985 GOOD USPSQD FX2812 HISTORY - 19950821 GOOD USPSQD FX2812 FX2812 STATION DESCRIPTION FX2812 FX2812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2812'STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTH-NORTHWEST OF WINDSOR FX2812'AND 5.2 MILES SOUTH-SOUTHWEST OF ASKEWVILLE. FX2812' FX2812'TO REACH THE STATION FROM INTERSECTION OF US 13 WITH US 13 BUSINESS FX2812'NORTH OF WINDSOR, PROCEED NORTHERLY ALONG US 13 FOR 1.95 MILES TO FX2812'STATION IN THE LEFT SHOULDER, ON THE PROJECTION OF THE NORTH SIDE OF A FX2812'SMALL WHITE FRAME HOUSE AND 0.25 MILE NORTH OF SR 1302. FX2812' FX2812'STATION MARK IS A STANDARD DISK STAMPED---MUSTANG 1980---, SET IN THE FX2812'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2812'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 19.6 FEET WEST-SOUTHWEST OF FX2812'CENTERLINE OF US 13, 62.3 FEET WEST OF NORTH END OF SOUTH CULVERT AND FX2812'72.3 FEET NORTH-NORTHEAST OF POWER POLE 1440, 85.6 FEET SOUTHEAST OF FX2812'GUY POLE, 100.5 FEET SOUTH-SOUTHWEST OF POWER POLE S 239/66 ALL WITH FX2812'REFERENCE TAGS. FX2812 FX2812 STATION RECOVERY (1980) FX2812 FX2812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2812'2.9 MI NNW FROM WINDSOR. FX2812'5.2 MILES SOUTH-SOUTHWEST OF ASKEWVILLE. FX2812'1.95 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH US 13 BUSINESS FX2812'NORTH OF WINDSOR, IN THE LEFT SHOULDER ON THE PROJECTION OF THE NORTH FX2812'SIDE OF A SMALL WHITE FRAME HOUSE, AND 0.25 MILE NORTH OF SR 1302, FX2812'19.6 FEET WEST-SOUTHWEST OF CENTERLINE OF US 13, 62.3 FEET WEST OF FX2812'NORTH END OF SOUTH CULVERT AND 72.3 FEET NORTH-NORTHEAST OF POWER POLE FX2812'1440, 85.6 FEET SOUTHEAST OF GUY POLE AND 100.5 FEET SOUTH-SOUTHWEST FX2812'OF POWER POLE S 239/66 ALL WITH REFERENCE TAGS. FX2812 FX2812 STATION RECOVERY (1985) FX2812 FX2812'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2812'RECOVERED IN GOOD CONDITION. FX2812 FX2812 STATION RECOVERY (1995) FX2812 FX2812'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2812'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4159 *********************************************************************** FX4159 DESIGNATION - NEZER FX4159 PID - FX4159 FX4159 STATE/COUNTY- NC/BERTIE FX4159 USGS QUAD - REPUBLICAN (1972) FX4159 FX4159 *CURRENT SURVEY CONTROL FX4159 ___________________________________________________________________ FX4159* NAD 83(1986)- 36 06 59.34071(N) 077 01 20.83839(W) ADJUSTED FX4159* NAVD 88 - 21. (meters) 69. (feet) SCALED FX4159 ___________________________________________________________________ FX4159 LAPLACE CORR- -4.50 (seconds) DEFLEC99 FX4159 GEOID HEIGHT- -35.54 (meters) GEOID03 FX4159 FX4159 HORZ ORDER - SECOND FX4159 FX4159.The North Carolina HARNS have been completed but, FX4159.due to contractual restrictions, coordinates for these stations FX4159.will NOT be published in the near future. In the interim, the FX4159.published coordinates in North Carolina will not be FX4159.consistent with the Continuously Operating Reference Stations FX4159.(CORS). The HARN coordinates for these stations are available FX4159.upon request. Contact Gary Thompson(919-733-3836). FX4159. FX4159.In addition, the published North Carolina positions FX4159.(NAD 83 (1986)) are NOT consistent with those determined in FX4159.adjacent state readjustments. The discontinuity between stations FX4159.located in North Carolina and those in adjacent states FX4159.which have been adjusted to the HARN may be as much as 5 FX4159.decimeters. This will result in a significant loss of accuracy FX4159.over lines crossing such state borders. FX4159 FX4159 FX4159.The horizontal coordinates were established by classical geodetic methods FX4159.and adjusted by the National Geodetic Survey in July 1986. FX4159 FX4159.The orthometric height was scaled from a topographic map. FX4159 FX4159.The Laplace correction was computed from DEFLEC99 derived deflections. FX4159 FX4159.The geoid height was determined by GEOID03. FX4159 FX4159; North East Units Scale Factor Converg. FX4159;SPC NC - 264,298.642 787,627.181 MT 0.99998638 +1 08 29.0 FX4159;SPC NC - 867,119.79 2,584,073.51 sFT 0.99998638 +1 08 29.0 FX4159;UTM 18 - 3,998,762.336 317,977.727 MT 1.00000825 -1 11 32.7 FX4159 FX4159! - Elev Factor x Scale Factor = Combined Factor FX4159!SPC NC - 1.00000234 x 0.99998638 = 0.99998872 FX4159!UTM 18 - 1.00000234 x 1.00000825 = 1.00001059 FX4159 FX4159: Primary Azimuth Mark Grid Az FX4159:SPC NC - NEZER AZ MK 228 38 02.1 FX4159:UTM 18 - NEZER AZ MK 230 58 03.8 FX4159 FX4159|---------------------------------------------------------------------| FX4159| PID Reference Object Distance Geod. Az | FX4159| dddmmss.s | FX4159| FX4977 NEZER RM 1 42.763 METERS 06359 | FX4159| FX4978 NEZER RM 2 59.771 METERS 14956 | FX4159| FX4976 NEZER AZ MK 2294631.1 | FX4159| FX4161 WOODVILLE GILLAM PEANUT PLT TK APPROX.14.3 KM 2703407.6 | FX4159|---------------------------------------------------------------------| FX4159 FX4159 SUPERSEDED SURVEY CONTROL FX4159 FX4159 NAD 27 - 36 06 58.77300(N) 077 01 21.99260(W) AD( ) 2 FX4159 FX4159.Superseded values are not recommended for survey control. FX4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4159.See file dsdata.txt to determine how the superseded data were derived. FX4159 FX4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1797898762(NAD 83) FX4159_MARKER: DS = TRIANGULATION STATION DISK FX4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4159 FX4159 HISTORY - Date Condition Report By FX4159 HISTORY - 1959 MONUMENTED CGS FX4159 HISTORY - 1968 GOOD CGS FX4159 FX4159 STATION DESCRIPTION FX4159 FX4159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX4159'THE STATION IS ABOUT 8-1/2 MILES NORTH-NORTHWEST OF WINDSOR, FX4159'AND 4-1/2 MILES WEST OF ASKEWVILLE, ON THE WEST SIDE OF STATE FX4159'HIGHWAY 305, BETWEEN THE EBENEZER CHURCH AND THE PARSONAGE. FX4159' FX4159'TO REACH THE STATION FROM THE INTERSECTION OF KING STREET AND FX4159'GRENVILLE STREET WHICH IS THE JUNCTION OF U.S. HIGHWAYS 13 FX4159'AND 17 IN WINDSOR, GO NORTHERLY ON HIGHWAY 13 FOR 1.0 MILE TO FX4159'THE JUNCTION OF U.S. HIGHWAY 13 BY-PASS. CONTINUE NORTHERLY ON FX4159'U.S. HIGHWAY 13 FOR 5.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 13 FX4159'AND STATE HIGHWAY 305. BEAR LEFT ON STATE HIGHWAY 305 AND GO 3.6 FX4159'MILES TO A CROSSROAD. KEEP STRAIGHT AHEAD ABOUT 50 YARDS TO THE FX4159'STATION ON THE LEFT. FX4159' FX4159'STATION MARKS ARE STANDARD DISKS STAMPED NEZER 1959. THE FX4159'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE FX4159'SURFACE OF THE GROUND. IT IS 169 FEET NORTH OF THE CENTERLINE FX4159'OF THE BLACKTOP ROAD, 110 FEET WEST OF THE CENTERLINE OF FX4159'HIGHWAY 305, 85 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, FX4159'AND 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE. FX4159' FX4159'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 FX4159'INCHES BELOW THE SURFACE OF THE GROUND. FX4159' FX4159'REFERENCE MARK NO.1, IS A DISK STAMPED NEZER NO 1 1959, IS SET IN A FX4159'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS FX4159'166 FEET NORTH OF THE CROSSROAD INTERSECTION, 30 FEET EAST OF THE FX4159'CENTERLINE OF HIGHWAY 305, AND 22 FEET SOUTH OF THE DRIVEWAY. FX4159' FX4159'REFERENCE MARK NO.2, A STANDARD DISK STAMPED NEZER NO 2 FX4159'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT FX4159'IS 121 FEET WEST OF THE CROSSROAD INTERSECTION, 28 FEET SOUTH OF FX4159'THE CENTERLINE OF THE BLACKTOP ROAD, AND 1 FOOT SOUTH OF THE FX4159'RIGHT-OF-WAY FENCE. FX4159' FX4159'AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK STAMPED NEZER FX4159'AZIE 1959, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 FX4159'INCHES. IT IS 108 FEET SOUTHWEST OF THE SOUTH END OF A CULVERT, FX4159'UNDER THE ROAD ENTRANCE TO FIELD, 28 FEET SOUTH OF THE FX4159'CENTERLINE OF THE BLACKTOP ROAD, AND 1.8 FEET EAST OF A STANDARD FX4159'METAL WITNESS POST. FX4159' FX4159'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE FX4159'BLACKTOP ROAD 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. FX4159' FX4159'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FX4159 FX4159 STATION RECOVERY (1968) FX4159 FX4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HSC) FX4159'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO FX4159'BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE FX4159'FOR RECOVERY. THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND FX4159'AT STATION. FX4159' FX4159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FX4159'4-1/2 MILES WEST OF ASKEWVILLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1960 *********************************************************************** EY1960 DESIGNATION - NINE EY1960 PID - EY1960 EY1960 STATE/COUNTY- NC/BERTIE EY1960 USGS QUAD - QUITSNA (1981) EY1960 EY1960 *CURRENT SURVEY CONTROL EY1960 ___________________________________________________________________ EY1960* NAD 83(1986)- 35 53 36.61705(N) 077 01 01.10249(W) ADJUSTED EY1960* NAVD 88 - 4.143 (meters) 13.59 (feet) ADJUSTED EY1960 ___________________________________________________________________ EY1960 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EY1960 GEOID HEIGHT- -35.95 (meters) GEOID03 EY1960 DYNAMIC HT - 4.139 (meters) 13.58 (feet) COMP EY1960 MODELED GRAV- 979,813.9 (mgal) NAVD 88 EY1960 EY1960 HORZ ORDER - SECOND EY1960 VERT ORDER - SECOND CLASS II EY1960 EY1960.The North Carolina HARNS have been completed but, EY1960.due to contractual restrictions, coordinates for these stations EY1960.will NOT be published in the near future. In the interim, the EY1960.published coordinates in North Carolina will not be EY1960.consistent with the Continuously Operating Reference Stations EY1960.(CORS). The HARN coordinates for these stations are available EY1960.upon request. Contact Gary Thompson(919-733-3836). EY1960. EY1960.In addition, the published North Carolina positions EY1960.(NAD 83 (1986)) are NOT consistent with those determined in EY1960.adjacent state readjustments. The discontinuity between stations EY1960.located in North Carolina and those in adjacent states EY1960.which have been adjusted to the HARN may be as much as 5 EY1960.decimeters. This will result in a significant loss of accuracy EY1960.over lines crossing such state borders. EY1960 EY1960 EY1960.The horizontal coordinates were established by classical geodetic methods EY1960.and adjusted by the National Geodetic Survey in January 1991. EY1960 EY1960.The orthometric height was determined by differential leveling EY1960.and adjusted by the National Geodetic Survey in June 1991. EY1960 EY1960.The Laplace correction was computed from DEFLEC99 derived deflections. EY1960 EY1960.The geoid height was determined by GEOID03. EY1960 EY1960.The dynamic height is computed by dividing the NAVD 88 EY1960.geopotential number by the normal gravity value computed on the EY1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1960.degrees latitude (g = 980.6199 gals.). EY1960 EY1960.The modeled gravity was interpolated from observed gravity values. EY1960 EY1960; North East Units Scale Factor Converg. EY1960;SPC NC - 239,572.900 788,614.828 MT 0.99993520 +1 08 40.4 EY1960;SPC NC - 785,998.76 2,587,313.81 sFT 0.99993520 +1 08 40.4 EY1960;UTM 18 - 3,974,015.676 317,959.078 MT 1.00000836 -1 10 58.2 EY1960 EY1960! - Elev Factor x Scale Factor = Combined Factor EY1960!SPC NC - 1.00000499 x 0.99993520 = 0.99994019 EY1960!UTM 18 - 1.00000499 x 1.00000836 = 1.00001335 EY1960 EY1960 SUPERSEDED SURVEY CONTROL EY1960 EY1960 NGVD 29 (01/18/91) 4.47 (m) 14.7 (f) LEVELING 3 EY1960 EY1960.Superseded values are not recommended for survey control. EY1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1960.See file dsdata.txt to determine how the superseded data were derived. EY1960 EY1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1795974016(NAD 83) EY1960_MARKER: DE = TRAVERSE STATION DISK EY1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1960_SP_SET: CONCRETE POST EY1960_STAMPING: NINE 1980 EY1960_MARK LOGO: NCGS EY1960_PROJECTION: RECESSED 10 CENTIMETERS EY1960_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1960+STABILITY: SURFACE MOTION EY1960 EY1960 HISTORY - Date Condition Report By EY1960 HISTORY - 1980 MONUMENTED NCGS EY1960 HISTORY - 1980 GOOD NCGS EY1960 HISTORY - 19950508 MARK NOT FOUND USPSQD EY1960 EY1960 STATION DESCRIPTION EY1960 EY1960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1960'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTHEAST OF EY1960'WILLIAMSTON AND 8.0 MILES SOUTHWEST OF WINDSOR. EY1960' EY1960'TO REACH THE STATION FROM THE SOUTHWEST END OF THE US 17-US 13 BRIDGE EY1960'OVER THE ROANOKE RIVER IN WILLIAMSTON, PROCEED NORTHEAST ALONG EY1960'US 17-US 13 FOR 2.75 MILES TO STATION IN THE MEDIAN AND 0.25 MILE EY1960'NORTH OF THE BRIDGE OVER CONINE CREEK. EY1960' EY1960'STATION MARK IS A STANDARD DISK STAMPED---NINE 1980---SET IN THE TOP EY1960'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EY1960'SURFACE. THE MARK IS 19.2 FEET WEST-NORTHWEST OF THE CENTERLINE OF EY1960'NORTH BOUND LANES AND 85.2 FEET EAST-SOUTHEAST OF REFLECTOR POST WITH EY1960'REFERENCE TAG. EY1960 EY1960 STATION RECOVERY (1980) EY1960 EY1960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1960'3.6 MI NE FROM WILLIAMSTON. EY1960'8.0 MILES SOUTHWEST OF WINDSOR. EY1960'2.75 MILES NORTHEAST ALONG US 17/US 13 FROM THE SOUTHWEST END OF THE EY1960'ROANOKE RIVER IN WILLIAMSTON, IN THE MEDIAN AND 0.25 MILE NORTH OF THE EY1960'BRIDGE OVER CONNIE CREEK, 19.2 FEET WEST-NORTHWEST OF CENTERLINE OF EY1960'NORTH BOUND LANES AND 85.2 FEET EAST-SOUTHEAST OF REFLECTOR POST WITH EY1960'REFERENCE TAG. EY1960 EY1960 STATION RECOVERY (1995) EY1960 EY1960'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1960'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1981 *********************************************************************** EY1981 DESIGNATION - NORM EY1981 PID - EY1981 EY1981 STATE/COUNTY- NC/BERTIE EY1981 USGS QUAD - WESTOVER (1978) EY1981 EY1981 *CURRENT SURVEY CONTROL EY1981 ___________________________________________________________________ EY1981* NAD 83(1986)- 35 55 44.93748(N) 076 44 23.17474(W) ADJUSTED EY1981* NAVD 88 - 3.103 (meters) 10.18 (feet) ADJUSTED EY1981 ___________________________________________________________________ EY1981 LAPLACE CORR- -3.34 (seconds) DEFLEC99 EY1981 GEOID HEIGHT- -36.58 (meters) GEOID03 EY1981 DYNAMIC HT - 3.100 (meters) 10.17 (feet) COMP EY1981 MODELED GRAV- 979,801.8 (mgal) NAVD 88 EY1981 EY1981 HORZ ORDER - SECOND EY1981 VERT ORDER - FIRST CLASS II EY1981 EY1981.The North Carolina HARNS have been completed but, EY1981.due to contractual restrictions, coordinates for these stations EY1981.will NOT be published in the near future. In the interim, the EY1981.published coordinates in North Carolina will not be EY1981.consistent with the Continuously Operating Reference Stations EY1981.(CORS). The HARN coordinates for these stations are available EY1981.upon request. Contact Gary Thompson(919-733-3836). EY1981. EY1981.In addition, the published North Carolina positions EY1981.(NAD 83 (1986)) are NOT consistent with those determined in EY1981.adjacent state readjustments. The discontinuity between stations EY1981.located in North Carolina and those in adjacent states EY1981.which have been adjusted to the HARN may be as much as 5 EY1981.decimeters. This will result in a significant loss of accuracy EY1981.over lines crossing such state borders. EY1981 EY1981 EY1981.The horizontal coordinates were established by classical geodetic methods EY1981.and adjusted by the National Geodetic Survey in January 1991. EY1981 EY1981.The orthometric height was determined by differential leveling EY1981.and adjusted by the National Geodetic Survey in June 1991. EY1981.WARNING-Repeat measurements at this control monument indicate possible EY1981.vertical movement. EY1981 EY1981.The Laplace correction was computed from DEFLEC99 derived deflections. EY1981 EY1981.The geoid height was determined by GEOID03. EY1981 EY1981.The dynamic height is computed by dividing the NAVD 88 EY1981.geopotential number by the normal gravity value computed on the EY1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1981.degrees latitude (g = 980.6199 gals.). EY1981 EY1981.The modeled gravity was interpolated from observed gravity values. EY1981 EY1981; North East Units Scale Factor Converg. EY1981;SPC NC - 244,061.470 813,544.575 MT 0.99994236 +1 18 16.3 EY1981;SPC NC - 800,725.01 2,669,104.16 sFT 0.99994236 +1 18 16.3 EY1981;UTM 18 - 3,977,488.596 343,050.885 MT 0.99990353 -1 01 15.9 EY1981 EY1981! - Elev Factor x Scale Factor = Combined Factor EY1981!SPC NC - 1.00000525 x 0.99994236 = 0.99994761 EY1981!UTM 18 - 1.00000525 x 0.99990353 = 0.99990878 EY1981 EY1981 SUPERSEDED SURVEY CONTROL EY1981 EY1981 NGVD 29 (01/18/91) 3.43 (m) 11.3 (f) LEVELING 3 EY1981 EY1981.Superseded values are not recommended for survey control. EY1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1981.See file dsdata.txt to determine how the superseded data were derived. EY1981 EY1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4305177489(NAD 83) EY1981_MARKER: DE = TRAVERSE STATION DISK EY1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1981_SP_SET: CONCRETE POST EY1981_STAMPING: NORM 1981 EY1981_MARK LOGO: NCGS EY1981_PROJECTION: RECESSED 15 CENTIMETERS EY1981_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1981+STABILITY: SURFACE MOTION EY1981 EY1981 HISTORY - Date Condition Report By EY1981 HISTORY - 1981 MONUMENTED NCGS EY1981 HISTORY - 1981 GOOD NCGS EY1981 EY1981 STATION DESCRIPTION EY1981 EY1981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1981'STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTH OF PLYMOUTH AND 5.8 EY1981'MILES SOUTH-SOUTHEAST OF MERRY HILL. EY1981' EY1981'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 64, EAST OF EY1981'PLYMOUTH, PROCEED NORTHERLY ALONG NC 45 FOR 4.8 MILES TO STATION IN EY1981'THE LEFT SHOULDER, AND 0.45 MILE NORTHWEST OF THE NORTHWEST END OF THE EY1981'BRIDGE OVER THE ROANOKE RIVER. EY1981' EY1981'STATION IS A STANDARD DISK STAMPED---NORM 1981---SET IN THE TOP OF A EY1981'10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EY1981'MARK IS 20.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.5 EY1981'FEET EAST-SOUTHEAST OF A WITNESS POST, 37.9 FEET NORTH-NORTHEAST OF EY1981'5 INCH MAPLE WITH REFERENCE TAG AND 149.9 FEET NORTH-NORTHWEST OF A EY1981'SPEED LIMIT SIGN POST WITH REFERENCE TAG. EY1981' EY1981'D 212 IS LOCATED AT THE NORTHWEST END OF THE NC 45 BRIDGE OVER THE EY1981'ROANOKE RIVER. EY1981' EY1981'D 212 IS A STEEL KNOB ON A STAINLESS STEEL ROD BELOW A STANDARD NGS EY1981'LOGO FLANGE WITH ACCESS COVER STAMPED---D 212 1979---WHICH IS FLUSH EY1981'WITH THE GROUND SURFACE. IT IS 17.4 FEET NORTHEAST OF THE EY1981'CENTERLINE OF NC 45, 2.1 FEET NORTH OF END OF GUARD RAIL POST, 3.0 EY1981'FEET NORTH OF NORTHEAST BRIDGE ABUTMENT, 3.9 FEET SOUTH-SOUTHEAST OF EY1981'NORTH END OF CURB, 5.4 FEET WEST OF EAST END OF WINGWALL AND 1.0 FOOT EY1981'SOUTHWEST OF WITNESS POST. EY1981 EY1981 STATION RECOVERY (1981) EY1981 EY1981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1981'5.8 MI SSE FROM MERRY HILL. EY1981'5.0 MILES NORTH OF PLYMOUTH. EY1981'4.8 MILES NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 64 EY1981'EAST OF PLYMOUTH, IN THE LEFT SHOULDER AND 0.45 MILE NORTHWEST OF THE EY1981'NORTHWEST END OF THE BRIDGE OVER THE ROANOKE RIVER, 20.8 FEET EY1981'WEST-SOUTHWEST OF CENTERLINE OF HIGHWAY, 3.5 FEET EAST-SOUTHEAST OF EY1981'A WITNESS POST, 37.9 FEET NORTH-NORTHEAST OF 5 INCH MAPLE WITH EY1981'REFERENCE TAG AND 149.9 FEET NORTH-NORTHWEST OF SPEED LIMIT SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1979 *********************************************************************** EY1979 DESIGNATION - NOTICE EY1979 PID - EY1979 EY1979 STATE/COUNTY- NC/BERTIE EY1979 USGS QUAD - WESTOVER (1978) EY1979 EY1979 *CURRENT SURVEY CONTROL EY1979 ___________________________________________________________________ EY1979* NAD 83(1986)- 35 56 49.42704(N) 076 44 42.63849(W) ADJUSTED EY1979* NAVD 88 - 9.286 (meters) 30.47 (feet) ADJUSTED EY1979 ___________________________________________________________________ EY1979 LAPLACE CORR- -3.44 (seconds) DEFLEC99 EY1979 GEOID HEIGHT- -36.55 (meters) GEOID03 EY1979 DYNAMIC HT - 9.279 (meters) 30.44 (feet) COMP EY1979 MODELED GRAV- 979,802.5 (mgal) NAVD 88 EY1979 EY1979 HORZ ORDER - SECOND EY1979 VERT ORDER - FIRST CLASS II EY1979 EY1979.The North Carolina HARNS have been completed but, EY1979.due to contractual restrictions, coordinates for these stations EY1979.will NOT be published in the near future. In the interim, the EY1979.published coordinates in North Carolina will not be EY1979.consistent with the Continuously Operating Reference Stations EY1979.(CORS). The HARN coordinates for these stations are available EY1979.upon request. Contact Gary Thompson(919-733-3836). EY1979. EY1979.In addition, the published North Carolina positions EY1979.(NAD 83 (1986)) are NOT consistent with those determined in EY1979.adjacent state readjustments. The discontinuity between stations EY1979.located in North Carolina and those in adjacent states EY1979.which have been adjusted to the HARN may be as much as 5 EY1979.decimeters. This will result in a significant loss of accuracy EY1979.over lines crossing such state borders. EY1979 EY1979 EY1979.The horizontal coordinates were established by classical geodetic methods EY1979.and adjusted by the National Geodetic Survey in January 1991. EY1979 EY1979.The orthometric height was determined by differential leveling EY1979.and adjusted by the National Geodetic Survey in June 1991. EY1979 EY1979.The Laplace correction was computed from DEFLEC99 derived deflections. EY1979 EY1979.The geoid height was determined by GEOID03. EY1979 EY1979.The dynamic height is computed by dividing the NAVD 88 EY1979.geopotential number by the normal gravity value computed on the EY1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1979.degrees latitude (g = 980.6199 gals.). EY1979 EY1979.The modeled gravity was interpolated from observed gravity values. EY1979 EY1979; North East Units Scale Factor Converg. EY1979;SPC NC - 246,037.425 813,011.674 MT 0.99994611 +1 18 05.1 EY1979;SPC NC - 807,207.79 2,667,355.80 sFT 0.99994611 +1 18 05.1 EY1979;UTM 18 - 3,979,484.471 342,598.630 MT 0.99990528 -1 01 28.9 EY1979 EY1979! - Elev Factor x Scale Factor = Combined Factor EY1979!SPC NC - 1.00000428 x 0.99994611 = 0.99995039 EY1979!UTM 18 - 1.00000428 x 0.99990528 = 0.99990956 EY1979 EY1979 SUPERSEDED SURVEY CONTROL EY1979 EY1979 NGVD 29 (01/18/91) 9.61 (m) 31.5 (f) LEVELING 3 EY1979 EY1979.Superseded values are not recommended for survey control. EY1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1979.See file dsdata.txt to determine how the superseded data were derived. EY1979 EY1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4259979484(NAD 83) EY1979_MARKER: DE = TRAVERSE STATION DISK EY1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1979_SP_SET: CONCRETE POST EY1979_STAMPING: NOTICE 1981 EY1979_MARK LOGO: NCGS EY1979_PROJECTION: RECESSED 13 CENTIMETERS EY1979_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1979+STABILITY: SURFACE MOTION EY1979 EY1979 HISTORY - Date Condition Report By EY1979 HISTORY - 1981 MONUMENTED NCGS EY1979 HISTORY - 1981 GOOD NCGS EY1979 EY1979 STATION DESCRIPTION EY1979 EY1979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1979'STATION IS LOCATED APPROXIMATELY 4.5 MILES SOUTH-SOUTHEAST OF MERRY EY1979'HILL AND 6.4 MILES NORTH OF PLYMOUTH. EY1979' EY1979'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 64, EAST OF EY1979'PLYMOUTH, PROCEED NORTHERLY ALONG NC 45 FOR 6.1 MILES TO STATION IN EY1979'THE RIGHT SHOULDER, IN FRONT OF A RIGHT-OF-WAY SIGN AND 0.1 MILE SOUTH EY1979'OF SR 1535. EY1979' EY1979'STATION MARK IS A STANDARD DISK STAMPED---NOTICE 1981---SET IN THE EY1979'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND EY1979'SURFACE. MARK IS 19.8 FEET EAST OF THE CENTERLINE OF HIGHWAY, 170.2 EY1979'FEET SOUTH OF SOUTH END OF CULVERT UNDER FARM ROAD, 29.8 FEET WEST OF EY1979'RIGHT-OF-WAY MARKER, 170.0 FEET SOUTH-SOUTHWEST OF POWER POLE WITH EY1979'REFERENCE TAG. EY1979' EY1979'B 212 IS LOCATED BESIDE A POWER POLE IN A MEDIAN BETWEEN SR 1534 AND EY1979'HIGHWAY AND 0.05 MILE NORTH OF THE INTERSECTION WITH SR 1535. EY1979' EY1979'B 212 IS A STEEL KNOB ON STAINLESS STEEL ROD BELOW A STANDARD NGS LOGO EY1979'FLANGE WITH ACCESS COVER STAMPED---B 212 1979---WHICH IS FLUSH WITH EY1979'THE GROUND SURFACE. IT IS 49.6 FEET WEST OF THE CENTERLINE OF EY1979'HIGHWAY, 36.0 FEET EAST OF THE CENTERLINE OF SR 1535, 1.8 FEET SOUTH EY1979'OF POWER POLE WITH REFERENCE TAG, 167.0 FEET SOUTH OF WEST END OF A EY1979'CULVERT UNDER HIGHWAY, 10.3 FEET EAST OF BASE OF GUYWIRE AND 1.0 FOOT EY1979'NORTH OF A WITNESS POST. EY1979' EY1979'C 212 IS LOCATED AT THE INTERSECTION OF NC 45 WITH NC 308 IN THE EY1979'SOUTHWEST QUADRANT, AT THE SOUTH END OF THE QUARD RAIL. EY1979' EY1979'C 212 IS A STEEL KNOB ON A STAINLESS STEEL ROD BELOW A STANDARD NGS EY1979'LOGO FLANGE WITH ACCESS COVER STAMPED---C 212 1979---WHICH IS FLUSH EY1979'WITH THE GROUND SURFACE. IT IS 22.8 FEET WEST OF THE CENTERLINE OF EY1979'NC 45, 83.7 FEET SOUTH OF THE CENTERLINE OF NC 308, 1.4 FEET WEST OF EY1979'SOUTH END OF GUARD RAIL AND 1.0 FOOT SOUTH OF WITNESS POST. EY1979 EY1979 STATION RECOVERY (1981) EY1979 EY1979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1979'4.5 MI SSE FROM MERRY HILL. EY1979'6.4 MILES NORTH OF PLYMOUTH. EY1979'6.1 MILES NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US EY1979'64 EAST OF PLYMOUTH, IN THE RIGHT SHOULDER IN FRONT OF A RIGHT-OF-WAY EY1979'SIGN AND 0.1 MILE SOUTH OF SR 1535, 19.8 FEET EAST OF CENTERLINE OF EY1979'HIGHWAY, 170.2 FEET SOUTH OF SOUTH END OF CULVERT UNDER FARM ROAD, EY1979'29.8 FEET WEST OF RIGHT-OF-WAY MARKER AND 170.0 FEET SOUTH-SOUTHWEST EY1979'OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5308 *********************************************************************** FX5308 DESIGNATION - OBEL FX5308 PID - FX5308 FX5308 STATE/COUNTY- NC/BERTIE FX5308 USGS QUAD - KELFORD (1973) FX5308 FX5308 *CURRENT SURVEY CONTROL FX5308 ___________________________________________________________________ FX5308* NAD 83(1986)- 36 10 09.14395(N) 077 08 51.29548(W) ADJUSTED FX5308* NAVD 88 - 18.59 (+/-2cm) 61.0 (feet) VERTCON FX5308 ___________________________________________________________________ FX5308 LAPLACE CORR- -2.26 (seconds) DEFLEC99 FX5308 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5308 FX5308 HORZ ORDER - SECOND FX5308 VERT ORDER - THIRD ? (See Below) FX5308 FX5308.The North Carolina HARNS have been completed but, FX5308.due to contractual restrictions, coordinates for these stations FX5308.will NOT be published in the near future. In the interim, the FX5308.published coordinates in North Carolina will not be FX5308.consistent with the Continuously Operating Reference Stations FX5308.(CORS). The HARN coordinates for these stations are available FX5308.upon request. Contact Gary Thompson(919-733-3836). FX5308. FX5308.In addition, the published North Carolina positions FX5308.(NAD 83 (1986)) are NOT consistent with those determined in FX5308.adjacent state readjustments. The discontinuity between stations FX5308.located in North Carolina and those in adjacent states FX5308.which have been adjusted to the HARN may be as much as 5 FX5308.decimeters. This will result in a significant loss of accuracy FX5308.over lines crossing such state borders. FX5308 FX5308 FX5308.The horizontal coordinates were established by classical geodetic methods FX5308.and adjusted by the National Geodetic Survey in January 1991. FX5308 FX5308.The NAVD 88 height was computed by applying the VERTCON shift value to FX5308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5308.The vertical order pertains to the NGVD 29 superseded value. FX5308 FX5308.The Laplace correction was computed from DEFLEC99 derived deflections. FX5308 FX5308.The geoid height was determined by GEOID03. FX5308 FX5308; North East Units Scale Factor Converg. FX5308;SPC NC - 269,930.532 776,254.976 MT 1.00000071 +1 04 09.0 FX5308;SPC NC - 885,597.09 2,546,763.20 sFT 1.00000071 +1 04 09.0 FX5308;UTM 18 - 4,004,853.197 306,844.012 MT 1.00005972 -1 16 04.2 FX5308 FX5308! - Elev Factor x Scale Factor = Combined Factor FX5308!SPC NC - 1.00000261 x 1.00000071 = 1.00000332 FX5308!UTM 18 - 1.00000261 x 1.00005972 = 1.00006233 FX5308 FX5308 SUPERSEDED SURVEY CONTROL FX5308 FX5308 NGVD 29 (01/18/91) 18.94 (m) 62.1 (f) LEVELING 3 FX5308 FX5308.Superseded values are not recommended for survey control. FX5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5308.See file dsdata.txt to determine how the superseded data were derived. FX5308 FX5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0684404853(NAD 83) FX5308_MARKER: DE = TRAVERSE STATION DISK FX5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5308_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5308_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5308+STABILITY: SURFACE MOTION FX5308 FX5308 HISTORY - Date Condition Report By FX5308 HISTORY - 1980 MONUMENTED NCGS FX5308 HISTORY - 1985 GOOD USPSQD FX5308 FX5308 STATION DESCRIPTION FX5308 FX5308'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5308'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES NORTH-NORTHEAST OF FX5308'LEWISTON AND 4.5 MILES SOUTH-SOUTHWEST OF AULANDER. FX5308' FX5308'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 305 FX5308'SOUTHWEST OF AULANDER, PROCEED SOUTHWEST ALONG NC 11-42 FOR 4.0 MILES FX5308'TO A STATION ON THE RIGHT IN THE SHOULDER NEAR A 3 POST BRACE SECTION FX5308'IN THE RIGHT-OF-WAY FENCE 1.5 MILES NORTHEAST OF SR 1203 CROSSROADS FX5308'AND 0.15 MILE SOUTHWEST OF A PRIVATE ROAD. FX5308' FX5308'STATION MARK IS A STANDARD DISK STAMPED---OBEL 1980---, SET IN THE TOP FX5308'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW THE GROUND FX5308'SURFACE. THE MARK IS 22.6 FEET NORTHWEST OF THE CENTERLINE OF THE FX5308'HIGHWAY AND 59.7 FEET SOUTHEAST OF A BRACE SECTION POST, 83.1 FEET FX5308'SOUTH OF A FENCE POST AND 61.5 FEET EAST OF A FENCE POST ALL WITH FX5308'REFERENCE TAGS. FX5308 FX5308 STATION RECOVERY (1985) FX5308 FX5308'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5308'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1967 *********************************************************************** EY1967 DESIGNATION - OIL EY1967 PID - EY1967 EY1967 STATE/COUNTY- NC/BERTIE EY1967 USGS QUAD - WINDSOR SOUTH (1978) EY1967 EY1967 *CURRENT SURVEY CONTROL EY1967 ___________________________________________________________________ EY1967* NAD 83(1986)- 35 58 05.98923(N) 076 57 12.96321(W) ADJUSTED EY1967* NAVD 88 - 10.004 (meters) 32.82 (feet) ADJUSTED EY1967 ___________________________________________________________________ EY1967 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EY1967 GEOID HEIGHT- -35.97 (meters) GEOID03 EY1967 DYNAMIC HT - 9.996 (meters) 32.80 (feet) COMP EY1967 MODELED GRAV- 979,822.7 (mgal) NAVD 88 EY1967 EY1967 HORZ ORDER - SECOND EY1967 VERT ORDER - SECOND CLASS II EY1967 EY1967.The North Carolina HARNS have been completed but, EY1967.due to contractual restrictions, coordinates for these stations EY1967.will NOT be published in the near future. In the interim, the EY1967.published coordinates in North Carolina will not be EY1967.consistent with the Continuously Operating Reference Stations EY1967.(CORS). The HARN coordinates for these stations are available EY1967.upon request. Contact Gary Thompson(919-733-3836). EY1967. EY1967.In addition, the published North Carolina positions EY1967.(NAD 83 (1986)) are NOT consistent with those determined in EY1967.adjacent state readjustments. The discontinuity between stations EY1967.located in North Carolina and those in adjacent states EY1967.which have been adjusted to the HARN may be as much as 5 EY1967.decimeters. This will result in a significant loss of accuracy EY1967.over lines crossing such state borders. EY1967 EY1967 EY1967.The horizontal coordinates were established by classical geodetic methods EY1967.and adjusted by the National Geodetic Survey in January 1991. EY1967 EY1967.The orthometric height was determined by differential leveling EY1967.and adjusted by the National Geodetic Survey in June 1991. EY1967 EY1967.The Laplace correction was computed from DEFLEC99 derived deflections. EY1967 EY1967.The geoid height was determined by GEOID03. EY1967 EY1967.The dynamic height is computed by dividing the NAVD 88 EY1967.geopotential number by the normal gravity value computed on the EY1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1967.degrees latitude (g = 980.6199 gals.). EY1967 EY1967.The modeled gravity was interpolated from observed gravity values. EY1967 EY1967; North East Units Scale Factor Converg. EY1967;SPC NC - 247,989.244 794,163.678 MT 0.99995068 +1 10 52.0 EY1967;SPC NC - 813,611.38 2,605,518.67 sFT 0.99995068 +1 10 52.0 EY1967;UTM 18 - 3,982,200.096 323,845.547 MT 0.99998237 -1 08 51.8 EY1967 EY1967! - Elev Factor x Scale Factor = Combined Factor EY1967!SPC NC - 1.00000408 x 0.99995068 = 0.99995476 EY1967!UTM 18 - 1.00000408 x 0.99998237 = 0.99998645 EY1967 EY1967 SUPERSEDED SURVEY CONTROL EY1967 EY1967 NGVD 29 (01/18/91) 10.33 (m) 33.9 (f) LEVELING 3 EY1967 EY1967.Superseded values are not recommended for survey control. EY1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1967.See file dsdata.txt to determine how the superseded data were derived. EY1967 EY1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2384682200(NAD 83) EY1967_MARKER: DE = TRAVERSE STATION DISK EY1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1967_SP_SET: CONCRETE POST EY1967_STAMPING: OIL 1980 EY1967_MARK LOGO: NCGS EY1967_PROJECTION: RECESSED 15 CENTIMETERS EY1967_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1967+STABILITY: SURFACE MOTION EY1967 EY1967 HISTORY - Date Condition Report By EY1967 HISTORY - 1980 MONUMENTED NCGS EY1967 HISTORY - 1980 GOOD NCGS EY1967 HISTORY - 19950508 GOOD USPSQD EY1967 EY1967 STATION DESCRIPTION EY1967 EY1967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1967'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF WINDSOR. EY1967' EY1967'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1967'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1967'FOR 1.1 MILES TO STATION IN MEDIAN AT THE NORTH SIDE OF A CROSSOVER EY1967'AND DIRECTLY IN FRONT OF SPRUILL OIL COMPANY AND 0.25 MILE NORTH OF EY1967'SR 1500. EY1967' EY1967'STATION MARK IS A STANDARD DISK STAMPED---OIL 1980---SET IN THE TOP EY1967'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EY1967'SURFACE. THE MARK IS 18.4 FEET WEST-SOUTHWEST OF THE CENTERLINE OF EY1967'NORTH BOUND LANE, 35.8 FEET EAST-NORTHEAST OF CENTERLINE OF SOUTH EY1967'BOUND LANE, 67.5 FEET NORTH-NORTHWEST OF CENTERLINE OF CROSSOVER, 72.4 EY1967'FEET WEST-NORTHWEST OF TELEPHONE POLE 1267 WITH REFERENCE TAG, 114.8 EY1967'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 1267-1/2 WITH REFERENCE TAG EY1967'AND 151.4 FEET SOUTHEAST OF NORTHERNMOST METAL--UNION 76--SIGN POST. EY1967 EY1967 STATION RECOVERY (1980) EY1967 EY1967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1967'2.0 MI SOUTH FROM WINDSOR. EY1967'1.1 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 17 EY1967'BYPASS WITH US 13 NORTH BYPASS SOUTHWEST OF WINDSOR, IN MEDIAN AT THE EY1967'NORTH SIDE OF A CROSSOVER AND DIRECTLY IN FRONT OF SPRUILL OIL COMPANY EY1967'AND 0.25 MILE NORTH OF SR 1500, 18.4 FEET WEST-SOUTHWEST OF CENTERLINE EY1967'OF NORTH BOUND LANE, 35.8 FEET EAST-NORTHEAST OF CENTERLINE OF SOUTH EY1967'BOUND LANE, 67.5 FEET NORTH-NORTHWEST OF CENTERLINE OF CROSSOVER, EY1967'72.4 FEET WEST-NORTHWEST OF TELEPHONE POLE 1267 WITH REFERENCE TAG, EY1967'114.8 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 1267 1/2 WITH REFERENCE EY1967'TAG AND 151.4 FEET SOUTHEAST OF NORTHERNMOST METAL UNION 76 SIGN POST EY1967 EY1967 STATION RECOVERY (1995) EY1967 EY1967'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1967'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2807 *********************************************************************** FX2807 DESIGNATION - OLD RD FX2807 PID - FX2807 FX2807 STATE/COUNTY- NC/BERTIE FX2807 USGS QUAD - WINDSOR NORTH (1981) FX2807 FX2807 *CURRENT SURVEY CONTROL FX2807 ___________________________________________________________________ FX2807* NAD 83(1986)- 36 05 00.50724(N) 076 58 39.52817(W) ADJUSTED FX2807* NAVD 88 - 11.547 (meters) 37.88 (feet) ADJUSTED FX2807 ___________________________________________________________________ FX2807 LAPLACE CORR- -4.73 (seconds) DEFLEC99 FX2807 GEOID HEIGHT- -35.71 (meters) GEOID03 FX2807 DYNAMIC HT - 11.538 (meters) 37.85 (feet) COMP FX2807 MODELED GRAV- 979,831.8 (mgal) NAVD 88 FX2807 FX2807 HORZ ORDER - SECOND FX2807 VERT ORDER - SECOND CLASS II FX2807 FX2807.The North Carolina HARNS have been completed but, FX2807.due to contractual restrictions, coordinates for these stations FX2807.will NOT be published in the near future. In the interim, the FX2807.published coordinates in North Carolina will not be FX2807.consistent with the Continuously Operating Reference Stations FX2807.(CORS). The HARN coordinates for these stations are available FX2807.upon request. Contact Gary Thompson(919-733-3836). FX2807. FX2807.In addition, the published North Carolina positions FX2807.(NAD 83 (1986)) are NOT consistent with those determined in FX2807.adjacent state readjustments. The discontinuity between stations FX2807.located in North Carolina and those in adjacent states FX2807.which have been adjusted to the HARN may be as much as 5 FX2807.decimeters. This will result in a significant loss of accuracy FX2807.over lines crossing such state borders. FX2807 FX2807 FX2807.The horizontal coordinates were established by classical geodetic methods FX2807.and adjusted by the National Geodetic Survey in January 1991. FX2807 FX2807.The orthometric height was determined by differential leveling FX2807.and adjusted by the National Geodetic Survey in June 1991. FX2807 FX2807.The Laplace correction was computed from DEFLEC99 derived deflections. FX2807 FX2807.The geoid height was determined by GEOID03. FX2807 FX2807.The dynamic height is computed by dividing the NAVD 88 FX2807.geopotential number by the normal gravity value computed on the FX2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2807.degrees latitude (g = 980.6199 gals.). FX2807 FX2807.The modeled gravity was interpolated from observed gravity values. FX2807 FX2807; North East Units Scale Factor Converg. FX2807;SPC NC - 260,717.995 791,735.059 MT 0.99997784 +1 10 02.1 FX2807;SPC NC - 855,372.29 2,597,550.77 sFT 0.99997784 +1 10 02.1 FX2807;UTM 18 - 3,995,017.368 321,936.508 MT 0.99999069 -1 09 54.2 FX2807 FX2807! - Elev Factor x Scale Factor = Combined Factor FX2807!SPC NC - 1.00000379 x 0.99997784 = 0.99998163 FX2807!UTM 18 - 1.00000379 x 0.99999069 = 0.99999448 FX2807 FX2807 SUPERSEDED SURVEY CONTROL FX2807 FX2807 NGVD 29 (01/18/91) 11.91 (m) 39.1 (f) LEVELING 3 FX2807 FX2807.Superseded values are not recommended for survey control. FX2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2807.See file dsdata.txt to determine how the superseded data were derived. FX2807 FX2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2193795017(NAD 83) FX2807_MARKER: DE = TRAVERSE STATION DISK FX2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2807_SP_SET: CONCRETE POST FX2807_STAMPING: OLD RD 1980 FX2807_MARK LOGO: NCGS FX2807_PROJECTION: RECESSED 3 CENTIMETERS FX2807_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2807+STABILITY: SURFACE MOTION FX2807 FX2807 HISTORY - Date Condition Report By FX2807 HISTORY - 1980 MONUMENTED NCGS FX2807 HISTORY - 1980 GOOD NCGS FX2807 HISTORY - 1985 GOOD USPSQD FX2807 HISTORY - 19950821 MARK NOT FOUND USPSQD FX2807 FX2807 STATION DESCRIPTION FX2807 FX2807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2807'STATION IS LOCATED APPROXIMATELY 6.2 MILES NORTH OF WINDSOR AND 2.8 FX2807'MILES SOUTHWEST OF ASKEWVILLE. FX2807' FX2807'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH NC 305 FX2807'BETWEEN WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 0.2 FX2807'MILE TO STATION ON THE LEFT AT THE NORTH END OF THE OLD ROAD BED. FX2807' FX2807'STATION MARK IS A STANDARD DISK STAMPED---OLD RD 1980---,SET IN THE FX2807'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2807'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 43.4 FEET WEST-NORTHWEST OF FX2807'CENTERLINE OF US 13, AND 15.2 FEET EAST OF 8 INCH PINE, 21.2 FEET FX2807'SOUTH-SOUTHEAST OF 8 INCH PINE, 113.5 FEET WEST-NORTHWEST OF POWER FX2807'POLE 1A AND 154.8 FEET NORTHWEST OF 18 INCH PINE ALL WITH REFERENCE FX2807'TAGS. FX2807 FX2807 STATION RECOVERY (1980) FX2807 FX2807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2807'2.8 MI SW FROM ASKEWVILLE. FX2807'6.2 MILES NORTH OF WINDSOR. FX2807'0.2 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 FX2807'BETWEEN WINDSOR AND AHOSKIE, ON THE LEFT AT THE NORTH END OF THE OLD FX2807'ROAD BED, 43.4 FEET WEST-NORTHWEST OF CENTERLINE OF US 13, 15.2 FEET FX2807'EAST OF 8 INCH PINE WITH REFERENCE TAG, 21.2 FEET SOUTH-SOUTHEAST OF FX2807'8 INCH PINE WITH REFERENCE TAG, 113.5 FEET WEST-NORTHWEST OF POWER FX2807'POLE 1A WITH REFERENCE TAG AND 154.8 FEET NORTHWEST OF 18 INCH PINE FX2807'WITH REFERENCE TAG. FX2807 FX2807 STATION RECOVERY (1985) FX2807 FX2807'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2807'RECOVERED IN GOOD CONDITION. FX2807 FX2807 STATION RECOVERY (1995) FX2807 FX2807'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2807'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2780 *********************************************************************** FX2780 DESIGNATION - ORR FX2780 PID - FX2780 FX2780 STATE/COUNTY- NC/BERTIE FX2780 USGS QUAD - POWELLSVILLE (1982) FX2780 FX2780 *CURRENT SURVEY CONTROL FX2780 ___________________________________________________________________ FX2780* NAD 83(1986)- 36 12 56.91305(N) 076 56 35.83887(W) ADJUSTED FX2780* NAVD 88 - 19.887 (meters) 65.25 (feet) ADJUSTED FX2780 ___________________________________________________________________ FX2780 LAPLACE CORR- -4.92 (seconds) DEFLEC99 FX2780 GEOID HEIGHT- -35.62 (meters) GEOID03 FX2780 DYNAMIC HT - 19.871 (meters) 65.19 (feet) COMP FX2780 MODELED GRAV- 979,839.9 (mgal) NAVD 88 FX2780 FX2780 HORZ ORDER - SECOND FX2780 VERT ORDER - SECOND CLASS II FX2780 FX2780.The North Carolina HARNS have been completed but, FX2780.due to contractual restrictions, coordinates for these stations FX2780.will NOT be published in the near future. In the interim, the FX2780.published coordinates in North Carolina will not be FX2780.consistent with the Continuously Operating Reference Stations FX2780.(CORS). The HARN coordinates for these stations are available FX2780.upon request. Contact Gary Thompson(919-733-3836). FX2780. FX2780.In addition, the published North Carolina positions FX2780.(NAD 83 (1986)) are NOT consistent with those determined in FX2780.adjacent state readjustments. The discontinuity between stations FX2780.located in North Carolina and those in adjacent states FX2780.which have been adjusted to the HARN may be as much as 5 FX2780.decimeters. This will result in a significant loss of accuracy FX2780.over lines crossing such state borders. FX2780 FX2780 FX2780.The horizontal coordinates were established by classical geodetic methods FX2780.and adjusted by the National Geodetic Survey in January 1991. FX2780 FX2780.The orthometric height was determined by differential leveling FX2780.and adjusted by the National Geodetic Survey in June 1991. FX2780 FX2780.The Laplace correction was computed from DEFLEC99 derived deflections. FX2780 FX2780.The geoid height was determined by GEOID03. FX2780 FX2780.The dynamic height is computed by dividing the NAVD 88 FX2780.geopotential number by the normal gravity value computed on the FX2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2780.degrees latitude (g = 980.6199 gals.). FX2780 FX2780.The modeled gravity was interpolated from observed gravity values. FX2780 FX2780; North East Units Scale Factor Converg. FX2780;SPC NC - 275,462.472 794,524.719 MT 1.00001409 +1 11 13.5 FX2780;SPC NC - 903,746.46 2,606,703.18 sFT 1.00001409 +1 11 13.5 FX2780;UTM 18 - 4,009,635.831 325,324.256 MT 0.99997595 -1 08 54.4 FX2780 FX2780! - Elev Factor x Scale Factor = Combined Factor FX2780!SPC NC - 1.00000247 x 1.00001409 = 1.00001656 FX2780!UTM 18 - 1.00000247 x 0.99997595 = 0.99997842 FX2780 FX2780 SUPERSEDED SURVEY CONTROL FX2780 FX2780 NGVD 29 (01/18/91) 20.26 (m) 66.5 (f) LEVELING 3 FX2780 FX2780.Superseded values are not recommended for survey control. FX2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2780.See file dsdata.txt to determine how the superseded data were derived. FX2780 FX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2532409636(NAD 83) FX2780_MARKER: DE = TRAVERSE STATION DISK FX2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2780_SP_SET: CONCRETE POST FX2780_STAMPING: ORR 1980 FX2780_MARK LOGO: NCGS FX2780_PROJECTION: RECESSED 10 CENTIMETERS FX2780_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2780+STABILITY: SURFACE MOTION FX2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2780+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2001 FX2780 FX2780 HISTORY - Date Condition Report By FX2780 HISTORY - 1980 MONUMENTED NCGS FX2780 HISTORY - 1980 GOOD NCGS FX2780 HISTORY - 1985 GOOD USPSQD FX2780 HISTORY - 20010117 GOOD NCDOT FX2780 FX2780 STATION DESCRIPTION FX2780 FX2780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2780'STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTHWEST OF POWELLSVILLE. FX2780' FX2780'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2780'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 1.05 MILES TO STATION FX2780'IN THE RIGHT SHOULDER, IN FRONT OF HERMAN ORRS WHITE SHINGLE HOUSE AND FX2780'0.5 MILE SOUTHWEST OF SR 1321. FX2780' FX2780'STATION MARK IS A STANDARD DISK STAMPED---ORR 1980---SET IN THE TOP FX2780'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND SURFACE FX2780'AND 1 FOOT ABOVE HIGHWAY. MARK IS 18.2 FEET WEST-NORTHWEST OF THE FX2780'CENTERLINE OF US 13, 33.6 FEET SOUTH-SOUTHWEST OF CENTERLINE OF FX2780'DRIVEWAY, 26.5 FEET SOUTH OF SOUTH END OF CULVERT, 76.6 FEET FX2780'SOUTHEAST OF NORTHEAST CORNER OF THE BOTTOM OF FRONT CONCRETE STEPS FX2780'AND 63.4 FEET NORTHEAST OF POWER POLE 28042 WITH REFERENCE TAG. FX2780 FX2780 STATION RECOVERY (1980) FX2780 FX2780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2780'0.8 MI SW FROM POWELLSVILLE. FX2780'1.05 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2780'POWELLSVILLE, IN THE RIGHT SHOULDER IN FRONT OF HERMAN ORRS WHITE FX2780'SHINGLED HOUSE AND 0.5 MILE SOUTHWEST OF SR 1321, 18.2 FEET FX2780'WEST-NORTHWEST OF CENTERLINE OF US 13, 33.6 FEET SOUTH-SOUTHWEST OF FX2780'CENTERLINE OF DRIVEWAY, 26.5 FEET SOUTH OF SOUTH END OF CULVERT, 76.6 FX2780'FEET SOUTHEAST OF NORTHEAST CORNER OF THE BOTTOM OF FRONT CONCRETE FX2780'STEPS AND 63.4 FEET NORTHEAST OF POWER POLE 28042 WITH REFERENCE TAG. FX2780 FX2780 STATION RECOVERY (1985) FX2780 FX2780'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2780'RECOVERED IN GOOD CONDITION. FX2780 FX2780 STATION RECOVERY (2001) FX2780 FX2780'RECOVERY NOTE BY NC DOT 2001 (RMS) FX2780'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8508 *********************************************************************** AF8508 DESIGNATION - PED AF8508 PID - AF8508 AF8508 STATE/COUNTY- NC/BERTIE AF8508 USGS QUAD - KELFORD (1973) AF8508 AF8508 *CURRENT SURVEY CONTROL AF8508 ___________________________________________________________________ AF8508* NAD 83(1986)- 36 13 22.60669(N) 077 12 55.83770(W) ADJUSTED AF8508* NAVD 88 - 29.3 (meters) 96. (feet) VERT ANG AF8508 ___________________________________________________________________ AF8508 LAPLACE CORR- -1.93 (seconds) DEFLEC99 AF8508 GEOID HEIGHT- -35.02 (meters) GEOID03 AF8508 AF8508 HORZ ORDER - SECOND AF8508 AF8508.The North Carolina HARNS have been completed but, AF8508.due to contractual restrictions, coordinates for these stations AF8508.will NOT be published in the near future. In the interim, the AF8508.published coordinates in North Carolina will not be AF8508.consistent with the Continuously Operating Reference Stations AF8508.(CORS). The HARN coordinates for these stations are available AF8508.upon request. Contact Gary Thompson(919-733-3836). AF8508. AF8508.In addition, the published North Carolina positions AF8508.(NAD 83 (1986)) are NOT consistent with those determined in AF8508.adjacent state readjustments. The discontinuity between stations AF8508.located in North Carolina and those in adjacent states AF8508.which have been adjusted to the HARN may be as much as 5 AF8508.decimeters. This will result in a significant loss of accuracy AF8508.over lines crossing such state borders. AF8508 AF8508 AF8508.The horizontal coordinates were established by classical geodetic methods AF8508.and adjusted by the National Geodetic Survey in June 1998. AF8508 AF8508.The orthometric height was determined by vertical angle observations. AF8508 AF8508.The Laplace correction was computed from DEFLEC99 derived deflections. AF8508 AF8508.The geoid height was determined by GEOID03. AF8508 AF8508; North East Units Scale Factor Converg. AF8508;SPC NC - 275,780.765 770,037.245 MT 1.00001619 +1 01 47.8 AF8508;SPC NC - 904,790.73 2,526,363.86 sFT 1.00001619 +1 01 47.8 AF8508;UTM 18 - 4,010,952.640 300,869.752 MT 1.00008859 -1 18 34.7 AF8508 AF8508! - Elev Factor x Scale Factor = Combined Factor AF8508!SPC NC - 1.00000090 x 1.00001619 = 1.00001709 AF8508!UTM 18 - 1.00000090 x 1.00008859 = 1.00008949 AF8508 AF8508 SUPERSEDED SURVEY CONTROL AF8508 AF8508.No superseded survey control is available for this station. AF8508 AF8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0087010953(NAD 83) AF8508_MARKER: DH = HORIZONTAL CONTROL DISK AF8508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8508_STAMPING: PED 1987 AF8508_MARK LOGO: NCGS AF8508_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8508+STABILITY: SURFACE MOTION AF8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8508+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8508 AF8508 HISTORY - Date Condition Report By AF8508 HISTORY - 1987 MONUMENTED NCGS AF8508 AF8508 STATION DESCRIPTION AF8508 AF8508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8508'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHEAST OF ROXOBEL AND 5.7 AF8508'MI (9.2 KM) WEST OF AULANDER. PROCEED ALONG SR 1208 (CHURCH STREET) AF8508'FOR 0.65 MI (1.05 KM) EAST FROM NC 308 (MAIN STREET) IN ROXOBEL, AF8508'THENCE NORTHEAST FOR 1.65 MI (2.66 KM) ALONG SR 1249 (TYLER SCHOOL AF8508'ROAD), OR 0.6 MI (1.0 KM) SOUTHWEST OF SR 1207 CROSSROADS, AND STATION AF8508'IN SOUTHEAST SHOULDER OF ROAD. MARK IS RECESSED 4 INCHES BELOW GROUND AF8508'AND LEVEL WITH THE ROAD. LOCATED 13.0 FT (4.0 M) SOUTH-SOUTHEAST OF AF8508'THE CENTERLINE OF THE ROAD, 188.0 FT (57.3 M) EAST OF THE NORTH END OF AF8508'A ROAD CULVERT, 178.6 FT (54.4 M) EAST-NORTHEAST OF A TELEPHONE AF8508'PEDESTAL, AND 153.0 FT (46.6 M) SOUTHWEST OF AN 30-INCH PECAN AT THE AF8508'SOUTHWEST CORNER OF A YARD OF AN ABANDONED HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8529 *********************************************************************** AF8529 DESIGNATION - PEELE AF8529 PID - AF8529 AF8529 STATE/COUNTY- NC/BERTIE AF8529 USGS QUAD - KELFORD (1973) AF8529 AF8529 *CURRENT SURVEY CONTROL AF8529 ___________________________________________________________________ AF8529* NAD 83(1986)- 36 12 32.96941(N) 077 14 54.27580(W) ADJUSTED AF8529* NAVD 88 - 29.8 (meters) 98. (feet) VERT ANG AF8529 ___________________________________________________________________ AF8529 LAPLACE CORR- -1.43 (seconds) DEFLEC99 AF8529 GEOID HEIGHT- -35.00 (meters) GEOID03 AF8529 AF8529 HORZ ORDER - SECOND AF8529 AF8529.The North Carolina HARNS have been completed but, AF8529.due to contractual restrictions, coordinates for these stations AF8529.will NOT be published in the near future. In the interim, the AF8529.published coordinates in North Carolina will not be AF8529.consistent with the Continuously Operating Reference Stations AF8529.(CORS). The HARN coordinates for these stations are available AF8529.upon request. Contact Gary Thompson(919-733-3836). AF8529. AF8529.In addition, the published North Carolina positions AF8529.(NAD 83 (1986)) are NOT consistent with those determined in AF8529.adjacent state readjustments. The discontinuity between stations AF8529.located in North Carolina and those in adjacent states AF8529.which have been adjusted to the HARN may be as much as 5 AF8529.decimeters. This will result in a significant loss of accuracy AF8529.over lines crossing such state borders. AF8529 AF8529 AF8529.The horizontal coordinates were established by classical geodetic methods AF8529.and adjusted by the National Geodetic Survey in June 1998. AF8529 AF8529.The orthometric height was determined by vertical angle observations. AF8529 AF8529.The Laplace correction was computed from DEFLEC99 derived deflections. AF8529 AF8529.The geoid height was determined by GEOID03. AF8529 AF8529; North East Units Scale Factor Converg. AF8529;SPC NC - 274,198.328 767,106.695 MT 1.00001214 +1 00 39.5 AF8529;SPC NC - 899,599.01 2,516,749.22 sFT 1.00001214 +1 00 39.5 AF8529;UTM 18 - 4,009,491.035 297,876.801 MT 1.00010340 -1 19 43.2 AF8529 AF8529! - Elev Factor x Scale Factor = Combined Factor AF8529!SPC NC - 1.00000081 x 1.00001214 = 1.00001295 AF8529!UTM 18 - 1.00000081 x 1.00010340 = 1.00010421 AF8529 AF8529 SUPERSEDED SURVEY CONTROL AF8529 AF8529.No superseded survey control is available for this station. AF8529 AF8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9787709491(NAD 83) AF8529_MARKER: DD = SURVEY DISK AF8529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8529_STAMPING: PEELE 30TH ENG AF8529_MARK LOGO: USE AF8529_MAGNETIC: N = NO MAGNETIC MATERIAL AF8529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8529+STABILITY: SURFACE MOTION AF8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8529+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1987 AF8529 AF8529 HISTORY - Date Condition Report By AF8529 HISTORY - 1942 MONUMENTED USE AF8529 HISTORY - 19870313 GOOD NCGS AF8529 AF8529 STATION DESCRIPTION AF8529 AF8529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8529'STATION IS LOCATED NEAR THE NORTHWEST EDGE OF ROXOBEL. ALONG NC 308 AF8529'(MAIN STREET) FOR 0.45 MI (0.72 KM) NORTHWEST FROM SR 1208 (CHURCH AF8529'STREET) IN ROXOBEL, AND STATION ON NORTHEAST SIDE OF HIGHWAY IN A AF8529'CULTIVATED FIELD. MARK IS RECESSED 12 INCHES BELOW GROUND. LOCATED AF8529'139.0 FT (42.4 M) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AF8529'101.0 FT (30.8 M) SOUTH-SOUTHEAST OF THE SOUTH-MOST CORNER AND 103.4 AF8529'FT (31.5 M) SOUTH OF THE EAST-MOST CORNER OF BRICK HOUSE--AND 127.0 FT AF8529'(38.7 M) EAST OF A POWER POLE WITH TRANSFORMER, 214.0 FT (65.2 M) AF8529'NORTH OF A POWER POLE WITH TRANSFORMER--BOTH WITH REFERENCE TAGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3885 *********************************************************************** FX3885 DESIGNATION - PERRY FX3885 PID - FX3885 FX3885 STATE/COUNTY- NC/BERTIE FX3885 USGS QUAD - COLERAIN (1982) FX3885 FX3885 *CURRENT SURVEY CONTROL FX3885 ___________________________________________________________________ FX3885* NAD 83(1986)- 36 09 13.56418(N) 076 47 53.34465(W) ADJUSTED FX3885* NAVD 88 - 23. (meters) 75. (feet) SCALED FX3885 ___________________________________________________________________ FX3885 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FX3885 GEOID HEIGHT- -36.15 (meters) GEOID03 FX3885 FX3885 HORZ ORDER - FIRST FX3885 FX3885.The North Carolina HARNS have been completed but, FX3885.due to contractual restrictions, coordinates for these stations FX3885.will NOT be published in the near future. In the interim, the FX3885.published coordinates in North Carolina will not be FX3885.consistent with the Continuously Operating Reference Stations FX3885.(CORS). The HARN coordinates for these stations are available FX3885.upon request. Contact Gary Thompson(919-733-3836). FX3885. FX3885.In addition, the published North Carolina positions FX3885.(NAD 83 (1986)) are NOT consistent with those determined in FX3885.adjacent state readjustments. The discontinuity between stations FX3885.located in North Carolina and those in adjacent states FX3885.which have been adjusted to the HARN may be as much as 5 FX3885.decimeters. This will result in a significant loss of accuracy FX3885.over lines crossing such state borders. FX3885 FX3885 FX3885.The horizontal coordinates were established by classical geodetic methods FX3885.and adjusted by the National Geodetic Survey in July 1986. FX3885 FX3885.The orthometric height was scaled from a topographic map. FX3885 FX3885.The Laplace correction was computed from DEFLEC99 derived deflections. FX3885 FX3885.The geoid height was determined by GEOID03. FX3885 FX3885; North East Units Scale Factor Converg. FX3885;SPC NC - 268,859.775 807,724.949 MT 0.99999643 +1 16 15.0 FX3885;SPC NC - 882,084.11 2,650,010.94 sFT 0.99999643 +1 16 15.0 FX3885;UTM 18 - 4,002,501.509 338,243.954 MT 0.99992240 -1 03 39.8 FX3885 FX3885! - Elev Factor x Scale Factor = Combined Factor FX3885!SPC NC - 1.00000212 x 0.99999643 = 0.99999855 FX3885!UTM 18 - 1.00000212 x 0.99992240 = 0.99992452 FX3885 FX3885: Primary Azimuth Mark Grid Az FX3885:SPC NC - PERRY RM 1 AZIMUTH 170 48 54.4 FX3885:UTM 18 - PERRY RM 1 AZIMUTH 173 08 49.2 FX3885 FX3885|---------------------------------------------------------------------| FX3885| PID Reference Object Distance Geod. Az | FX3885| dddmmss.s | FX3885| FX3882 COLERAIN MUNICIPAL TANK APPROX. 5.9 KM 0290903.5 | FX3885| FX4994 PERRY RM 1 AZIMUTH 1720509.4 | FX3885| FX4995 PERRY RM 2 56.772 METERS 23545 | FX3885| FX4996 PERRY RM 3 48.744 METERS 29703 | FX3885| FX3886 ROSEMEADE LOOKOUT TOWER APPROX. 6.9 KM 2974308.4 | FX3885|---------------------------------------------------------------------| FX3885 FX3885 SUPERSEDED SURVEY CONTROL FX3885 FX3885 NAD 27 - 36 09 12.99800(N) 076 47 54.52700(W) AD( ) 1 FX3885 FX3885.Superseded values are not recommended for survey control. FX3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3885.See file dsdata.txt to determine how the superseded data were derived. FX3885 FX3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3824402502(NAD 83) FX3885_MARKER: DS = TRIANGULATION STATION DISK FX3885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3885_STAMPING: PERRY 1931 FX3885_MARK LOGO: CGS FX3885 FX3885 HISTORY - Date Condition Report By FX3885 HISTORY - 1931 MONUMENTED CGS FX3885 HISTORY - 1959 GOOD CGS FX3885 FX3885 STATION DESCRIPTION FX3885 FX3885'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) FX3885'ABOUT 1 MILE NORTH OF PERRYTOWN, IN CULTIVATED FIELD ON TOP OF FX3885'LIGHT-SANDY RIDGE, ABOUT 100 YARDS BEYOND GROUP OF HOUSES ON LEFT FX3885'SIDE OF ROAD, OPPOSITE NEW SMALL WHITE HOUSE ON EAST SIDE OF ROAD, FX3885'ABOUT 100 METERS (328 FEET) NORTH OF ROAD, ABOUT 150 METERS (492 FX3885'FEET) NORTHEAST OF GROUP OF HOUSES AND BARNS, AND ABOUT 40 METERS FX3885'(131 FEET) SOUTH OF EAST-AND-WEST ROW OF TREES. TO REACH FROM FX3885'CROSSROADS AT PERRYTOWN, GO NORTH 1.15 MILES DIRECT TO STATION FX3885'SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION FX3885'MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS FX3885'IN CONCRETE, NOTE 11A. NO. 1 IS AT BEND IN ROAD, ABOUT 5 METERS FX3885'(16 FEET) SOUTH OF CENTER LINE OF ROAD, ABOUT 50 METERS (164 FEET) FX3885'EAST OF HOUSE ON NORTH SIDE OF ROAD, AND APPROXIMATELY 0.5 MILE FX3885'FROM STATION. NO. 2 IS ON SOUTH FX3885'SIDE OF ROW OF MAPLE AND GUM TREES, ON NORTH SIDE OF CULTIVATED FX3885'FIELD, AND 56.36 METERS (184.9 FEET) FROM STATION IN BEARING S 55 FX3885'DEG 44 MIN W. NO. 3 IS ON SOUTH SIDE OF ROW OF MAPLE AND GUM FX3885'TREES, ON NORTH SIDE OF CULTIVATED FIELD, AND 48.77 METERS (160.0 FX3885'FEET) FROM STATION IN BEARING N 62 DEG 57 MIN W. FX3885 FX3885 STATION RECOVERY (1959) FX3885 FX3885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER) FX3885'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 FX3885'WERE RECOVERED IN GOOD CONDITION. FX3885' FX3885'THE DISK HAS BEEN BROKEN OFF OF REFERENCE MARK NO. 2 BUT THE STEM FX3885'OF THE DISK WITH CROSS REMAINS IN GOOD CONDITION. FX3885' FX3885'THE DISTANCE ON REFERENCE MARK NO. 3 MISSES .08 OF A FOOT AND THE FX3885'DISTANCE TO REFERENCE MARK NO. 2 MISSES 1.36 FEET. FX3885' FX3885'THE DIRECTION TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND FX3885'REFERENCE MARK NO. 3 COULD NOT BE VERIFIED. FX3885' FX3885'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. FX3885'3 IS 177.82 FEET AND 54.200 METERS. FX3885' FX3885'A COMPLETE NEW DESCRIPTION FOLLOWS-- FX3885' FX3885'THE STATION IS ABOUT 1.0 MILE NORTH OF PERRYTOWN, ON THE HIGHEST FX3885'POINT OF A SMALL RIDGE, IN A CULTIVATED FIELD OWNED BY MR. W.R. FX3885'LAWRENCE. FX3885' FX3885'TO REACH THE STATION FROM THE MAIN CROSSROADS IN PERRYTOWN, GO FX3885'NORTHERLY ON DIRT ROAD 0.55 MILE TO REFERENCE MARK NO. 1 (AZIMUTH FX3885'MARK) ON THE RIGHT AT THE CURVE IN THE ROAD. CONTINUE NORTHERLY FX3885'0.4 MILE TO A HOUSE ON THE LEFT. TURN LEFT INTO DRIVEWAY, BEAR FX3885'RIGHT AND GO NORTHERLY ALONG THE EAST EDGE OF THE CULTIVATED FIELD FX3885'0.1 MILE TO THE TOP OF RIDGE. BEAR LEFT, WEST, 0.05 MILE TO THE FX3885'STATION. FX3885' FX3885'STATION MARK, A STANDARD DISK STAMPED PERRY 1931, IS SET IN A FX3885'SQUARE CONCRETE POST 1 FOOT BELOW THE SURFACE OF THE GROUND. IT IS FX3885'293 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 153.5 FEET EAST FX3885'OF A TWIN-TRUNK MAPLE TREE. FX3885' FX3885'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PERRY NO. 1 1931, IS FX3885'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 23 FX3885'FEET EAST OF THE CENTER OF THE DIRT ROAD AND 87 FEET NORTHEAST OF FX3885'A POWERLINE POLE. A STANDARD METAL WITNESS POST WAS SET 1.1 FOOT FX3885'SOUTH OF THE MARK. FX3885' FX3885'REFERENCE MARK NO. 2, IS THE STEM OFF OF THE OLD MARK, WHICH IS FX3885'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE FX3885'GROUND. IT IS 6 INCHES NORTH OF A STEEL POST AND AT THE WEST EDGE FX3885'OF THE CULTIVATED FIELD. FX3885' FX3885'REFERENCE MARK NO. 3, IS A STANDARD DISK STAMPED PERRY NO 3 1959, FX3885'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE FX3885'OF THE GROUND. IT IS 56 FEET NORTH OF A TWIN-TRUNK MAPLE TREE, 6 FX3885'INCHES SOUTH OF A STEEL POST AND AT THE WEST EDGE OF THE FX3885'CULTIVATED FIELD. FX3885' FX3885'NOTE-- A 116 FOOT TOWER WAS USED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2886 *********************************************************************** FX2886 DESIGNATION - PERSIMMON FX2886 PID - FX2886 FX2886 STATE/COUNTY- NC/BERTIE FX2886 USGS QUAD - WINDSOR NORTH (1981) FX2886 FX2886 *CURRENT SURVEY CONTROL FX2886 ___________________________________________________________________ FX2886* NAD 83(1986)- 36 01 01.40612(N) 076 53 25.20566(W) ADJUSTED FX2886* NAVD 88 - 12.125 (meters) 39.78 (feet) ADJUSTED FX2886 ___________________________________________________________________ FX2886 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX2886 GEOID HEIGHT- -36.07 (meters) GEOID03 FX2886 DYNAMIC HT - 12.115 (meters) 39.75 (feet) COMP FX2886 MODELED GRAV- 979,818.5 (mgal) NAVD 88 FX2886 FX2886 HORZ ORDER - SECOND FX2886 VERT ORDER - SECOND CLASS II FX2886 FX2886.The North Carolina HARNS have been completed but, FX2886.due to contractual restrictions, coordinates for these stations FX2886.will NOT be published in the near future. In the interim, the FX2886.published coordinates in North Carolina will not be FX2886.consistent with the Continuously Operating Reference Stations FX2886.(CORS). The HARN coordinates for these stations are available FX2886.upon request. Contact Gary Thompson(919-733-3836). FX2886. FX2886.In addition, the published North Carolina positions FX2886.(NAD 83 (1986)) are NOT consistent with those determined in FX2886.adjacent state readjustments. The discontinuity between stations FX2886.located in North Carolina and those in adjacent states FX2886.which have been adjusted to the HARN may be as much as 5 FX2886.decimeters. This will result in a significant loss of accuracy FX2886.over lines crossing such state borders. FX2886 FX2886 FX2886.The horizontal coordinates were established by classical geodetic methods FX2886.and adjusted by the National Geodetic Survey in January 1991. FX2886 FX2886.The orthometric height was determined by differential leveling FX2886.and adjusted by the National Geodetic Survey in June 1991. FX2886 FX2886.The Laplace correction was computed from DEFLEC99 derived deflections. FX2886 FX2886.The geoid height was determined by GEOID03. FX2886 FX2886.The dynamic height is computed by dividing the NAVD 88 FX2886.geopotential number by the normal gravity value computed on the FX2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2886.degrees latitude (g = 980.6199 gals.). FX2886 FX2886.The modeled gravity was interpolated from observed gravity values. FX2886 FX2886; North East Units Scale Factor Converg. FX2886;SPC NC - 253,513.911 799,753.833 MT 0.99996168 +1 13 03.5 FX2886;SPC NC - 831,736.89 2,623,859.03 sFT 0.99996168 +1 13 03.5 FX2886;UTM 18 - 3,987,493.086 329,655.688 MT 0.99995755 -1 06 42.6 FX2886 FX2886! - Elev Factor x Scale Factor = Combined Factor FX2886!SPC NC - 1.00000376 x 0.99996168 = 0.99996544 FX2886!UTM 18 - 1.00000376 x 0.99995755 = 0.99996131 FX2886 FX2886 SUPERSEDED SURVEY CONTROL FX2886 FX2886 NGVD 29 (01/18/91) 12.46 (m) 40.9 (f) LEVELING 3 FX2886 FX2886.Superseded values are not recommended for survey control. FX2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2886.See file dsdata.txt to determine how the superseded data were derived. FX2886 FX2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2965687493(NAD 83) FX2886_MARKER: DE = TRAVERSE STATION DISK FX2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2886_SP_SET: CONCRETE POST FX2886_STAMPING: PERSIMMON 1980 FX2886_MARK LOGO: NCGS FX2886_PROJECTION: FLUSH FX2886_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2886+STABILITY: SURFACE MOTION FX2886 FX2886 HISTORY - Date Condition Report By FX2886 HISTORY - 1980 MONUMENTED NCGS FX2886 HISTORY - 1980 GOOD NCGS FX2886 FX2886 STATION DESCRIPTION FX2886 FX2886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2886'STATION IS LOCATED AT GREEN CROSS AND APPROXIMATELY 3.8 MILES EAST- FX2886'NORTHEAST OF WINDSOR. FX2886' FX2886'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH FX2886'NC 308 EAST OF WINDSOR, PROCEED EASTERLY ALONG US 17 FOR 2.7 MILES TO FX2886'STATION IN THE Y INTERSECTION WITH SR 1001 AND SR 1300. FX2886' FX2886'STATION MARK IS A STANDARD DISK STAMPED---PERSIMMON 1980---SET IN THE FX2886'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND FX2886'SURFACE. MARK IS 86.0 FEET NORTHWEST OF THE CENTERLINE OF US 17, FX2886'37.0 FEET SOUTHEAST OF THE CENTERLINE OF SR 1001, 96.0 FEET SOUTH OF FX2886'THE CENTERLINE INTERSECTION OF SR 1001 WITH SR 1300, 58.6 FEET WEST OF FX2886'12 INCH PERSIMMON WITH REFERENCE TAG, 98.1 FEET SOUTH-SOUTHWEST OF FX2886'TELEPHONE PEDESTAL, 100.4 FEET NORTH-NORTHEAST OF POWER POLE 182 WITH FX2886'REFERENCE TAG AND 141.0 FEET SOUTH-SOUTHEAST OF POWER POLE WITH FX2886'REFERENCE TAG. FX2886 FX2886 STATION RECOVERY (1980) FX2886 FX2886'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2886'3.8 MI ENE FROM WINDSOR. FX2886'2.7 MILES EASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION OF FX2886'US 17 WITH NC 308 EAST OF WINDSOR, IN THE WYE INTERSECTION WITH SR FX2886'1001 AND SR 1300, 86.0 FEET NORTHWEST OF CENTERLINE OF US 17, 37.0 FX2886'FEET SOUTHEAST OF CENTERLINE OF SR 1001, 96.0 FEET SOUTH OF FX2886'CENTERLINE INTERSECTION OF SR 1001 AND SR 1300, 58.6 FEET WEST OF 12 FX2886'INCH PERSIMMON WITH REFERENCE TAG, 98.1 FEET SOUTH-SOUTHWEST OF FX2886'TELEPHONE PEDESTAL, 100.4 FEET NORTH-NORTHEAST OF POWER POLE 182 WITH FX2886'REFERENCE TAG AND 141.0 FEET SOUTH-SOUTHEAST OF POWER POLE WITH FX2886'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5313 *********************************************************************** FX5313 DESIGNATION - PIG FX5313 PID - FX5313 FX5313 STATE/COUNTY- NC/BERTIE FX5313 USGS QUAD - KELFORD (1973) FX5313 FX5313 *CURRENT SURVEY CONTROL FX5313 ___________________________________________________________________ FX5313* NAD 83(1986)- 36 08 29.16958(N) 077 09 59.43114(W) ADJUSTED FX5313* NAVD 88 - 18.65 (+/-2cm) 61.2 (feet) VERTCON FX5313 ___________________________________________________________________ FX5313 LAPLACE CORR- -2.05 (seconds) DEFLEC99 FX5313 GEOID HEIGHT- -35.20 (meters) GEOID03 FX5313 FX5313 HORZ ORDER - SECOND FX5313 VERT ORDER - THIRD ? (See Below) FX5313 FX5313.The North Carolina HARNS have been completed but, FX5313.due to contractual restrictions, coordinates for these stations FX5313.will NOT be published in the near future. In the interim, the FX5313.published coordinates in North Carolina will not be FX5313.consistent with the Continuously Operating Reference Stations FX5313.(CORS). The HARN coordinates for these stations are available FX5313.upon request. Contact Gary Thompson(919-733-3836). FX5313. FX5313.In addition, the published North Carolina positions FX5313.(NAD 83 (1986)) are NOT consistent with those determined in FX5313.adjacent state readjustments. The discontinuity between stations FX5313.located in North Carolina and those in adjacent states FX5313.which have been adjusted to the HARN may be as much as 5 FX5313.decimeters. This will result in a significant loss of accuracy FX5313.over lines crossing such state borders. FX5313 FX5313 FX5313.The horizontal coordinates were established by classical geodetic methods FX5313.and adjusted by the National Geodetic Survey in January 1991. FX5313 FX5313.The NAVD 88 height was computed by applying the VERTCON shift value to FX5313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5313.The vertical order pertains to the NGVD 29 superseded value. FX5313 FX5313.The Laplace correction was computed from DEFLEC99 derived deflections. FX5313 FX5313.The geoid height was determined by GEOID03. FX5313 FX5313; North East Units Scale Factor Converg. FX5313;SPC NC - 266,817.971 774,609.342 MT 0.99999306 +1 03 29.7 FX5313;SPC NC - 875,385.29 2,541,364.15 sFT 0.99999306 +1 03 29.7 FX5313;UTM 18 - 4,001,810.116 305,072.723 MT 1.00006819 -1 16 41.4 FX5313 FX5313! - Elev Factor x Scale Factor = Combined Factor FX5313!SPC NC - 1.00000260 x 0.99999306 = 0.99999566 FX5313!UTM 18 - 1.00000260 x 1.00006819 = 1.00007079 FX5313 FX5313 SUPERSEDED SURVEY CONTROL FX5313 FX5313 NGVD 29 (01/18/91) 19.00 (m) 62.3 (f) LEVELING 3 FX5313 FX5313.Superseded values are not recommended for survey control. FX5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5313.See file dsdata.txt to determine how the superseded data were derived. FX5313 FX5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0507301810(NAD 83) FX5313_MARKER: DE = TRAVERSE STATION DISK FX5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5313_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5313_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5313+STABILITY: SURFACE MOTION FX5313 FX5313 HISTORY - Date Condition Report By FX5313 HISTORY - 1980 MONUMENTED NCGS FX5313 HISTORY - 1985 GOOD USPSQD FX5313 FX5313 STATION DESCRIPTION FX5313 FX5313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LES) FX5313'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES NORTHEAST OF LEWISTON FX5313'AND 4.1 MILES SOUTHEAST OF KELFORD. FX5313' FX5313'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX5313'LEWISTON, PROCEED NORTHEAST ALONG NC 11-42 FOR 1.3 MILES TO A STATION FX5313'ON THE LEFT NEAR A 3 POST BRACE SECTION AND 0.7 MILE SOUTHWEST OF FX5313'SR 1203 CROSSROADS. FX5313' FX5313'STATION MARK IS A STANDARD DISK STAMPED---PIG 1980---, SET IN THE TOP FX5313'OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND FX5313'SURFACE. THE MARK IS 74.0 FEET NORTHWEST OF THE CENTERLINE OF THE FX5313'HIGHWAY, 22.3 FEET SOUTHEAST OF THE CENTER BRACE SECTION POST WITH FX5313'REFERENCE TAG, 24.0 FEET EAST OF THE SOUTH BRACE SECTION POST WITH FX5313'REFERENCE TAG, 23.6 FEET SOUTHEAST OF THE NORTH BRACE SECTION POST FX5313'WITH REFERENCE TAG AND 19.0 FEET NORTHWEST OF THE CENTER OF A FX5313'CONCRETE DRAINAGE DITCH. FX5313 FX5313 STATION RECOVERY (1985) FX5313 FX5313'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5313'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8511 *********************************************************************** AF8511 DESIGNATION - PIGS AF8511 PID - AF8511 AF8511 STATE/COUNTY- NC/BERTIE AF8511 USGS QUAD - KELFORD (1973) AF8511 AF8511 *CURRENT SURVEY CONTROL AF8511 ___________________________________________________________________ AF8511* NAD 83(1986)- 36 14 30.27451(N) 077 12 39.97101(W) ADJUSTED AF8511* NAVD 88 - 21.2 (meters) 70. (feet) VERT ANG AF8511 ___________________________________________________________________ AF8511 LAPLACE CORR- -2.18 (seconds) DEFLEC99 AF8511 GEOID HEIGHT- -34.99 (meters) GEOID03 AF8511 AF8511 HORZ ORDER - SECOND AF8511 AF8511.The North Carolina HARNS have been completed but, AF8511.due to contractual restrictions, coordinates for these stations AF8511.will NOT be published in the near future. In the interim, the AF8511.published coordinates in North Carolina will not be AF8511.consistent with the Continuously Operating Reference Stations AF8511.(CORS). The HARN coordinates for these stations are available AF8511.upon request. Contact Gary Thompson(919-733-3836). AF8511. AF8511.In addition, the published North Carolina positions AF8511.(NAD 83 (1986)) are NOT consistent with those determined in AF8511.adjacent state readjustments. The discontinuity between stations AF8511.located in North Carolina and those in adjacent states AF8511.which have been adjusted to the HARN may be as much as 5 AF8511.decimeters. This will result in a significant loss of accuracy AF8511.over lines crossing such state borders. AF8511 AF8511 AF8511.The horizontal coordinates were established by classical geodetic methods AF8511.and adjusted by the National Geodetic Survey in June 1998. AF8511 AF8511.The orthometric height was determined by vertical angle observations. AF8511 AF8511.The Laplace correction was computed from DEFLEC99 derived deflections. AF8511 AF8511.The geoid height was determined by GEOID03. AF8511 AF8511; North East Units Scale Factor Converg. AF8511;SPC NC - 277,873.333 770,395.869 MT 1.00002182 +1 01 57.0 AF8511;SPC NC - 911,656.09 2,527,540.45 sFT 1.00002182 +1 01 57.0 AF8511;UTM 18 - 4,013,028.964 301,313.541 MT 1.00008642 -1 18 27.4 AF8511 AF8511! - Elev Factor x Scale Factor = Combined Factor AF8511!SPC NC - 1.00000217 x 1.00002182 = 1.00002399 AF8511!UTM 18 - 1.00000217 x 1.00008642 = 1.00008859 AF8511 AF8511 SUPERSEDED SURVEY CONTROL AF8511 AF8511.No superseded survey control is available for this station. AF8511 AF8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0131413029(NAD 83) AF8511_MARKER: DH = HORIZONTAL CONTROL DISK AF8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8511_STAMPING: PIGS 1987 AF8511_MARK LOGO: NCGS AF8511_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8511+STABILITY: SURFACE MOTION AF8511 AF8511 HISTORY - Date Condition Report By AF8511 HISTORY - 1987 MONUMENTED NCGS AF8511 AF8511 STATION DESCRIPTION AF8511 AF8511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8511'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHEAST OF ROXOBEL AND 5.5 AF8511'MI (8.9 KM) WEST OF AULANDER. PROCEED ALONG SR 1208 (CHURCH STREET) AF8511'FOR 0.65 MI (1.05 KM) EAST FROM NC 308 (MAIN STREET), THENCE NORTHEAST AF8511'FOR 2.25 MI (3.62 KM) ALONG SR 1249 (TYLER SCHOOL ROAD), THENCE NORTH AF8511'FOR 1.0 MI (1.6 KM) ALONG SR 1207 (WILBER HOWARD ROAD) TO A CLEARED AF8511'ENTRANCE TO A WELL SITE, AND STATION IN SOUTH EDGE OF ENTRANCE (SITE AF8511'IS 0.4 MI (0.6 KM) SOUTH OF THE COUNTY LINE). MARK IS RECESSED 2 AF8511'INCHES BELOW GROUND AND LEVEL WITH THE ROAD. LOCATED 16.0 FT (4.9 M) AF8511'WEST OF THE CENTERLINE OF THE ROAD, 31.0 FT (9.4 M) SOUTHEAST OF THE AF8511'SOUTHEAST CORNER OF AN OLD PIG PEN, 63.7 FT (19.4 M) EAST-SOUTHEAST OF AF8511'THE NORTHEAST CORNER OF A CONCRETE BLOCK WELL HOUSE BESIDE A POWER AF8511'POLE WITH A METER AND REFERENCE TAG, 64.5 FT (19.7 M) NORTHEAST OF A AF8511'12 -INCH PINE WITH REFERENCE TAG, AND 7.0 FT (2.1 M) NORTHEAST OF A AF8511'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2786 *********************************************************************** FX2786 DESIGNATION - PINEY WOOD FX2786 PID - FX2786 FX2786 STATE/COUNTY- NC/BERTIE FX2786 USGS QUAD - POWELLSVILLE (1982) FX2786 FX2786 *CURRENT SURVEY CONTROL FX2786 ___________________________________________________________________ FX2786* NAD 83(1986)- 36 10 32.21086(N) 076 57 28.84435(W) ADJUSTED FX2786* NAVD 88 - 19.188 (meters) 62.95 (feet) ADJUSTED FX2786 ___________________________________________________________________ FX2786 LAPLACE CORR- -4.92 (seconds) DEFLEC99 FX2786 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2786 DYNAMIC HT - 19.173 (meters) 62.90 (feet) COMP FX2786 MODELED GRAV- 979,837.9 (mgal) NAVD 88 FX2786 FX2786 HORZ ORDER - SECOND FX2786 VERT ORDER - SECOND CLASS II FX2786 FX2786.The North Carolina HARNS have been completed but, FX2786.due to contractual restrictions, coordinates for these stations FX2786.will NOT be published in the near future. In the interim, the FX2786.published coordinates in North Carolina will not be FX2786.consistent with the Continuously Operating Reference Stations FX2786.(CORS). The HARN coordinates for these stations are available FX2786.upon request. Contact Gary Thompson(919-733-3836). FX2786. FX2786.In addition, the published North Carolina positions FX2786.(NAD 83 (1986)) are NOT consistent with those determined in FX2786.adjacent state readjustments. The discontinuity between stations FX2786.located in North Carolina and those in adjacent states FX2786.which have been adjusted to the HARN may be as much as 5 FX2786.decimeters. This will result in a significant loss of accuracy FX2786.over lines crossing such state borders. FX2786 FX2786 FX2786.The horizontal coordinates were established by classical geodetic methods FX2786.and adjusted by the National Geodetic Survey in January 1991. FX2786 FX2786.The orthometric height was determined by differential leveling FX2786.and adjusted by the National Geodetic Survey in June 1991. FX2786 FX2786.The Laplace correction was computed from DEFLEC99 derived deflections. FX2786 FX2786.The geoid height was determined by GEOID03. FX2786 FX2786.The dynamic height is computed by dividing the NAVD 88 FX2786.geopotential number by the normal gravity value computed on the FX2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2786.degrees latitude (g = 980.6199 gals.). FX2786 FX2786.The modeled gravity was interpolated from observed gravity values. FX2786 FX2786; North East Units Scale Factor Converg. FX2786;SPC NC - 270,975.900 793,292.801 MT 1.00000251 +1 10 42.9 FX2786;SPC NC - 889,026.77 2,602,661.46 sFT 1.00000251 +1 10 42.9 FX2786;UTM 18 - 4,005,203.306 323,910.605 MT 0.99998207 -1 09 21.7 FX2786 FX2786! - Elev Factor x Scale Factor = Combined Factor FX2786!SPC NC - 1.00000258 x 1.00000251 = 1.00000509 FX2786!UTM 18 - 1.00000258 x 0.99998207 = 0.99998465 FX2786 FX2786 SUPERSEDED SURVEY CONTROL FX2786 FX2786 NGVD 29 (01/18/91) 19.57 (m) 64.2 (f) LEVELING 3 FX2786 FX2786.Superseded values are not recommended for survey control. FX2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2786.See file dsdata.txt to determine how the superseded data were derived. FX2786 FX2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2391105203(NAD 83) FX2786_MARKER: DE = TRAVERSE STATION DISK FX2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2786_SP_SET: CONCRETE POST FX2786_STAMPING: PINEY WOOD 1980 FX2786_MARK LOGO: NCGS FX2786_PROJECTION: RECESSED 3 CENTIMETERS FX2786_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2786+STABILITY: SURFACE MOTION FX2786 FX2786 HISTORY - Date Condition Report By FX2786 HISTORY - 1980 MONUMENTED NCGS FX2786 HISTORY - 1980 GOOD NCGS FX2786 HISTORY - 1985 GOOD USPSQD FX2786 FX2786 STATION DESCRIPTION FX2786 FX2786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2786'STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTH-SOUTHWEST OF FX2786'POWELLSVILLE AND 4.7 MILES NORTH OF ASKEWVILLE. FX2786' FX2786'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2786'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 4.0 MILES TO SR 1242 FX2786'ON RIGHT AND SR 1313 AND STATION ON LEFT. FX2786' FX2786'STATION MARK IS A STANDARD DISK STAMPED---PINEY WOOD 1980---SET IN FX2786'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2786'SURFACE AND 1 FOOT ABOVE HIGHWAY. MARK IS 41.4 FEET EAST-SOUTHEAST OF FX2786'CENTERLINE OF US 13, 67.0 FEET NORTH OF CENTERLINE OF SR 1313, 8.6 FX2786'FEET SOUTHWEST OF NORTHWEST-SOUTHEAST DRAINAGE DITCH, 52.6 FEET WEST FX2786'OF SOUTHWEST CORNER OF OLD FRAME BUILDING AND 82.3 FEET SOUTHWEST OF FX2786'NORTHWEST CORNER OF OLD FRAME BUILDING. FX2786 FX2786 STATION RECOVERY (1980) FX2786 FX2786'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2786'3.8 MI SSW FROM POWELLSVILLE. FX2786'4.7 MILES NORTH OF ASKEWVILLE. FX2786'4.0 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2786'POWELLSVILLE, TO SR 1242 ON RIGHT AND SR 1313 ON LEFT, 41.4 FEET FX2786'EAST-SOUTHEAST OF CENTERLINE OF US 13, 67.0 FEET NORTH OF CENTERLINE FX2786'OF SR 1313, 8.6 FEET SOUTHWEST OF CENTERLINE OF NORTHWEST - SOUTHEAST FX2786'DRAINAGE DITCH, 52.6 FEET WEST OF SOUTHWEST CORNER OF OLD FRAME FX2786'BUILDING AND 82.3 FEET SOUTHWEST OF NORTHWEST CORNER. FX2786 FX2786 STATION RECOVERY (1985) FX2786 FX2786'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1965 *********************************************************************** EY1965 DESIGNATION - PLEASANT OAK EY1965 PID - EY1965 EY1965 STATE/COUNTY- NC/BERTIE EY1965 USGS QUAD - WINDSOR SOUTH (1978) EY1965 EY1965 *CURRENT SURVEY CONTROL EY1965 ___________________________________________________________________ EY1965* NAD 83(1986)- 35 57 03.96189(N) 076 57 21.25272(W) ADJUSTED EY1965* NAVD 88 - 9.053 (meters) 29.70 (feet) ADJUSTED EY1965 ___________________________________________________________________ EY1965 LAPLACE CORR- -4.59 (seconds) DEFLEC99 EY1965 GEOID HEIGHT- -36.00 (meters) GEOID03 EY1965 DYNAMIC HT - 9.046 (meters) 29.68 (feet) COMP EY1965 MODELED GRAV- 979,820.1 (mgal) NAVD 88 EY1965 EY1965 HORZ ORDER - SECOND EY1965 VERT ORDER - SECOND CLASS II EY1965 EY1965.The North Carolina HARNS have been completed but, EY1965.due to contractual restrictions, coordinates for these stations EY1965.will NOT be published in the near future. In the interim, the EY1965.published coordinates in North Carolina will not be EY1965.consistent with the Continuously Operating Reference Stations EY1965.(CORS). The HARN coordinates for these stations are available EY1965.upon request. Contact Gary Thompson(919-733-3836). EY1965. EY1965.In addition, the published North Carolina positions EY1965.(NAD 83 (1986)) are NOT consistent with those determined in EY1965.adjacent state readjustments. The discontinuity between stations EY1965.located in North Carolina and those in adjacent states EY1965.which have been adjusted to the HARN may be as much as 5 EY1965.decimeters. This will result in a significant loss of accuracy EY1965.over lines crossing such state borders. EY1965 EY1965 EY1965.The horizontal coordinates were established by classical geodetic methods EY1965.and adjusted by the National Geodetic Survey in January 1991. EY1965 EY1965.The orthometric height was determined by differential leveling EY1965.and adjusted by the National Geodetic Survey in June 1991. EY1965 EY1965.The Laplace correction was computed from DEFLEC99 derived deflections. EY1965 EY1965.The geoid height was determined by GEOID03. EY1965 EY1965.The dynamic height is computed by dividing the NAVD 88 EY1965.geopotential number by the normal gravity value computed on the EY1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1965.degrees latitude (g = 980.6199 gals.). EY1965 EY1965.The modeled gravity was interpolated from observed gravity values. EY1965 EY1965; North East Units Scale Factor Converg. EY1965;SPC NC - 246,073.678 793,995.396 MT 0.99994696 +1 10 47.3 EY1965;SPC NC - 807,326.73 2,604,966.56 sFT 0.99994696 +1 10 47.3 EY1965;UTM 18 - 3,980,292.885 323,599.565 MT 0.99998344 -1 08 54.9 EY1965 EY1965! - Elev Factor x Scale Factor = Combined Factor EY1965!SPC NC - 1.00000423 x 0.99994696 = 0.99995119 EY1965!UTM 18 - 1.00000423 x 0.99998344 = 0.99998767 EY1965 EY1965 SUPERSEDED SURVEY CONTROL EY1965 EY1965 NGVD 29 (01/18/91) 9.38 (m) 30.8 (f) LEVELING 3 EY1965 EY1965.Superseded values are not recommended for survey control. EY1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1965.See file dsdata.txt to determine how the superseded data were derived. EY1965 EY1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2360080293(NAD 83) EY1965_MARKER: DE = TRAVERSE STATION DISK EY1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1965_SP_SET: CONCRETE POST EY1965_STAMPING: PLEASANT OAK 1980 EY1965_MARK LOGO: NCGS EY1965_PROJECTION: RECESSED 15 CENTIMETERS EY1965_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1965+STABILITY: SURFACE MOTION EY1965 EY1965 HISTORY - Date Condition Report By EY1965 HISTORY - 1980 MONUMENTED NCGS EY1965 HISTORY - 1980 GOOD NCGS EY1965 HISTORY - 19950508 MARK NOT FOUND USPSQD EY1965 EY1965 STATION DESCRIPTION EY1965 EY1965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1965'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF WINDSOR. EY1965' EY1965'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1965'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1965'FOR 2.3 MILES TO SR 1532 AND STATION ON THE LEFT. EY1965' EY1965'STATION MARK IS A STANDARD DISK STAMPED---PLEASANT OAK 1980---SET IN EY1965'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE EY1965'GROUND SURFACE. THE MARK IS 23.4 FEET EAST-SOUTHEAST OF THE EY1965'CENTERLINE OF NORTH BOUND LANES, 30.7 FEET NORTH-NORTHEAST OF EY1965'CENTERLINE OF SR 1532, 34.6 FEET WEST-NORTHWEST OF TELEPHONE POLE 1223 EY1965'WITH REFERENCE TAG AND 133.2 FEET SOUTHWEST OF TELEPHONE POLE 1224 EY1965'WITH REFERENCE TAG. EY1965 EY1965 STATION RECOVERY (1980) EY1965 EY1965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1965'3.1 MI SOUTH FROM WINDSOR. EY1965'2.3 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 17 EY1965'BYPASS WITH US 13 NORTH BYPASS SOUTHWEST OF WINDSOR, ON THE LEFT TO EY1965'SR 1532, 23.4 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES, EY1965'30.7 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1532, 34.6 FEET EY1965'WEST-NORTHWEST OF TELEPHONE POLE 1223 WITH REFERENCE TAG AND 133.2 EY1965'FEET SOUTHWEST OF TELEPHONE POLE 1224. EY1965 EY1965 STATION RECOVERY (1995) EY1965 EY1965'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1965'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2904 *********************************************************************** FX2904 DESIGNATION - POLE FX2904 PID - FX2904 FX2904 STATE/COUNTY- NC/BERTIE FX2904 USGS QUAD - EDENHOUSE (1982) FX2904 FX2904 *CURRENT SURVEY CONTROL FX2904 ___________________________________________________________________ FX2904* NAD 83(1986)- 36 02 10.36831(N) 076 43 25.48558(W) ADJUSTED FX2904* NAVD 88 - 7.869 (meters) 25.82 (feet) ADJUSTED FX2904 ___________________________________________________________________ FX2904 LAPLACE CORR- -3.29 (seconds) DEFLEC99 FX2904 GEOID HEIGHT- -36.48 (meters) GEOID03 FX2904 DYNAMIC HT - 7.862 (meters) 25.79 (feet) COMP FX2904 MODELED GRAV- 979,804.6 (mgal) NAVD 88 FX2904 FX2904 HORZ ORDER - SECOND FX2904 VERT ORDER - SECOND CLASS II FX2904 FX2904.The North Carolina HARNS have been completed but, FX2904.due to contractual restrictions, coordinates for these stations FX2904.will NOT be published in the near future. In the interim, the FX2904.published coordinates in North Carolina will not be FX2904.consistent with the Continuously Operating Reference Stations FX2904.(CORS). The HARN coordinates for these stations are available FX2904.upon request. Contact Gary Thompson(919-733-3836). FX2904. FX2904.In addition, the published North Carolina positions FX2904.(NAD 83 (1986)) are NOT consistent with those determined in FX2904.adjacent state readjustments. The discontinuity between stations FX2904.located in North Carolina and those in adjacent states FX2904.which have been adjusted to the HARN may be as much as 5 FX2904.decimeters. This will result in a significant loss of accuracy FX2904.over lines crossing such state borders. FX2904 FX2904 FX2904.The horizontal coordinates were established by classical geodetic methods FX2904.and adjusted by the National Geodetic Survey in January 1991. FX2904 FX2904.The orthometric height was determined by differential leveling FX2904.and adjusted by the National Geodetic Survey in June 1991. FX2904 FX2904.The Laplace correction was computed from DEFLEC99 derived deflections. FX2904 FX2904.The geoid height was determined by GEOID03. FX2904 FX2904.The dynamic height is computed by dividing the NAVD 88 FX2904.geopotential number by the normal gravity value computed on the FX2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2904.degrees latitude (g = 980.6199 gals.). FX2904 FX2904.The modeled gravity was interpolated from observed gravity values. FX2904 FX2904; North East Units Scale Factor Converg. FX2904;SPC NC - 255,970.532 814,717.894 MT 0.99996620 +1 18 49.6 FX2904;SPC NC - 839,796.65 2,672,953.62 sFT 0.99996620 +1 18 49.6 FX2904;UTM 18 - 3,989,339.567 344,706.655 MT 0.99989716 -1 00 51.4 FX2904 FX2904! - Elev Factor x Scale Factor = Combined Factor FX2904!SPC NC - 1.00000449 x 0.99996620 = 0.99997069 FX2904!UTM 18 - 1.00000449 x 0.99989716 = 0.99990165 FX2904 FX2904 SUPERSEDED SURVEY CONTROL FX2904 FX2904 NGVD 29 (01/18/91) 8.21 (m) 26.9 (f) LEVELING 3 FX2904 FX2904.Superseded values are not recommended for survey control. FX2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2904.See file dsdata.txt to determine how the superseded data were derived. FX2904 FX2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4470789340(NAD 83) FX2904_MARKER: DE = TRAVERSE STATION DISK FX2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2904_SP_SET: CONCRETE POST FX2904_STAMPING: POLE 1980 FX2904_MARK LOGO: NCGS FX2904_PROJECTION: RECESSED 10 CENTIMETERS FX2904_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2904+STABILITY: SURFACE MOTION FX2904 FX2904 HISTORY - Date Condition Report By FX2904 HISTORY - 1980 MONUMENTED NCGS FX2904 HISTORY - 1980 GOOD NCGS FX2904 FX2904 STATION DESCRIPTION FX2904 FX2904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2904'STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTHEAST OF MERRY HILL FX2904'AND 7.1 MILES WEST-SOUTHWEST OF EDENTON. FX2904' FX2904'TO REACH STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER THE CHOWAN FX2904'RIVER, PROCEED WESTERLY ALONG US 17 FOR 1.05 MILES TO STATION ON THE FX2904'LEFT IN CURVE AT TELEPHONE POLE AND 0.8 MILE EAST OF THE SR 1361 AND FX2904'SR 1501 CROSSING. FX2904' FX2904'STATION MARK IS A STANDARD DISK STAMPED---POLE 1980---SET IN THE TOP FX2904'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2904'SURFACE. MARK IS 37.8 FEET SOUTH OF THE CENTERLINE OF US 17, 4.0 FX2904'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 159 WITH REFERENCE TAG, 2.7 FX2904'FEET NORTHWEST OF END OF GUY WIRE, 33.1 FEET EAST-NORTHEAST OF POWER FX2904'POLE WITH REFERENCE TAG AND 191.6 FEET WEST OF TELEPHONE POLE 158 FX2904'WITH REFERENCE TAG. FX2904 FX2904 STATION RECOVERY (1980) FX2904 FX2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2904'3.0 MI NE FROM MERRY HILL. FX2904'7.1 MILES WEST-SOUTHWEST OF EDENTON. FX2904'1.05 MILES WESTERLY ALONG US 17 FROM THE SOUTHWEST END OF THE BRIDGE FX2904'OVER THE CHOWAN RIVER, ON THE LEFT IN CURVE AT TELEPHONE POLE AND FX2904'0.8 MILE EAST OF THE SR 1361 AND SR 1501 CROSSING, 37.8 FEET SOUTH OF FX2904'CENTERLINE OF US 17, 4.0 FEET SOUTH-SOUTHWEST OF TELEPHONE 159 WITH FX2904'REFERENCE TAG, 2.7 FEET NORTHWEST OF END OF GUY WIRE, 33.1 FEET FX2904'EAST-NORTHEAST OF POWER POLE WITH REFERENCE TAG AND 191.6 FEET WEST FX2904'OF TELEPHONE POLE 158 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1975 *********************************************************************** EY1975 DESIGNATION - POSTED EY1975 PID - EY1975 EY1975 STATE/COUNTY- NC/BERTIE EY1975 USGS QUAD - WOODARD (1979) EY1975 EY1975 *CURRENT SURVEY CONTROL EY1975 ___________________________________________________________________ EY1975* NAD 83(1986)- 35 59 27.37216(N) 076 46 09.96698(W) ADJUSTED EY1975* NAVD 88 - 10.515 (meters) 34.50 (feet) ADJUSTED EY1975 ___________________________________________________________________ EY1975 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EY1975 GEOID HEIGHT- -36.44 (meters) GEOID03 EY1975 DYNAMIC HT - 10.506 (meters) 34.47 (feet) COMP EY1975 MODELED GRAV- 979,803.4 (mgal) NAVD 88 EY1975 EY1975 HORZ ORDER - SECOND EY1975 VERT ORDER - SECOND CLASS II EY1975 EY1975.The North Carolina HARNS have been completed but, EY1975.due to contractual restrictions, coordinates for these stations EY1975.will NOT be published in the near future. In the interim, the EY1975.published coordinates in North Carolina will not be EY1975.consistent with the Continuously Operating Reference Stations EY1975.(CORS). The HARN coordinates for these stations are available EY1975.upon request. Contact Gary Thompson(919-733-3836). EY1975. EY1975.In addition, the published North Carolina positions EY1975.(NAD 83 (1986)) are NOT consistent with those determined in EY1975.adjacent state readjustments. The discontinuity between stations EY1975.located in North Carolina and those in adjacent states EY1975.which have been adjusted to the HARN may be as much as 5 EY1975.decimeters. This will result in a significant loss of accuracy EY1975.over lines crossing such state borders. EY1975 EY1975 EY1975.The horizontal coordinates were established by classical geodetic methods EY1975.and adjusted by the National Geodetic Survey in January 1991. EY1975 EY1975.The orthometric height was determined by differential leveling EY1975.and adjusted by the National Geodetic Survey in June 1991. EY1975 EY1975.The Laplace correction was computed from DEFLEC99 derived deflections. EY1975 EY1975.The geoid height was determined by GEOID03. EY1975 EY1975.The dynamic height is computed by dividing the NAVD 88 EY1975.geopotential number by the normal gravity value computed on the EY1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1975.degrees latitude (g = 980.6199 gals.). EY1975 EY1975.The modeled gravity was interpolated from observed gravity values. EY1975 EY1975; North East Units Scale Factor Converg. EY1975;SPC NC - 250,854.669 810,714.335 MT 0.99995569 +1 17 14.7 EY1975;SPC NC - 823,012.36 2,659,818.61 sFT 0.99995569 +1 17 14.7 EY1975;UTM 18 - 3,984,390.809 340,498.848 MT 0.99991348 -1 02 24.1 EY1975 EY1975! - Elev Factor x Scale Factor = Combined Factor EY1975!SPC NC - 1.00000407 x 0.99995569 = 0.99995976 EY1975!UTM 18 - 1.00000407 x 0.99991348 = 0.99991755 EY1975 EY1975 SUPERSEDED SURVEY CONTROL EY1975 EY1975 NGVD 29 (01/18/91) 10.83 (m) 35.5 (f) LEVELING 3 EY1975 EY1975.Superseded values are not recommended for survey control. EY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1975.See file dsdata.txt to determine how the superseded data were derived. EY1975 EY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4049984391(NAD 83) EY1975_MARKER: DH = HORIZONTAL CONTROL DISK EY1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1975_SP_SET: CONCRETE POST EY1975_STAMPING: POSTED 1981 EY1975_MARK LOGO: NCGS EY1975_PROJECTION: RECESSED 13 CENTIMETERS EY1975_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1975+STABILITY: SURFACE MOTION EY1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1975+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997 EY1975 EY1975 HISTORY - Date Condition Report By EY1975 HISTORY - 1981 MONUMENTED NCGS EY1975 HISTORY - 1981 GOOD NCGS EY1975 HISTORY - 19970224 GOOD NCGS EY1975 EY1975 STATION DESCRIPTION EY1975 EY1975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1975'STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF MERRY HILL AND EY1975'9.3 MILES NORTH OF PLYMOUTH. EY1975' EY1975'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 AT MIDWAY, EY1975'PROCEED SOUTHERLY ALONG NC 45 FOR 3.1 MILES TO STATION IN THE LEFT EY1975'SHOULDER, 0.1 MILE SOUTH OF A DIRT WOODS ROAD LEADING WEST, AND 0.45 EY1975'MILE NORTH OF THE INTERSECTION WITH SR 1500. EY1975' EY1975'STATION MARK IS A STANDARD DISK STAMPED---POSTED 1981---SET IN THE EY1975'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND EY1975'SURFACE. MARK IS 19.2 FEET EAST OF THE CENTERLINE OF HIGHWAY AND 34.0 EY1975'FEET WEST OF A 10 INCH OAK, 40.5 FEET SOUTHWEST OF A 10 INCH PINE, EY1975'49.6 FEET NORTHWEST OF A 9 INCH OAK ALL WITH REFERENCE TAGS. EY1975 EY1975 STATION RECOVERY (1981) EY1975 EY1975'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1975'1.4 MI SOUTH FROM MERRY HILL. EY1975'9.3 MILES NORTH OF PLYMOUTH. EY1975'3.1 MILES SOUTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 17 EY1975'AT MIDWAY, IN THE LEFT SHOULDER AND 0.1 MILE SOUTH OF A DIRT WOODS EY1975'ROAD LEADING WEST AND 0.45 MILE NORTH OF THE INTERSECTION WITH SR EY1975'1500, 19.2 FEET EAST OF CENTERLINE OF HIGHWAY AND 34.0 FEET WEST OF EY1975'10 INCH OAK, 40.5 FEET SOUTHWEST OF 10 INCH PINE AND 49.6 FEET NORTH EY1975'WEST OF 9 INCH OAK ALL WITH REFERENCE TAGS. EY1975 EY1975 STATION RECOVERY (1997) EY1975 EY1975'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY1975'RECOVERED IN GOOD CONDITION, HOWEVER THE REFERENCED TREES ARE GONE, EY1975'BOTH SIDES OF NC 45 HAVE BEEN CLEAR-CUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2776 *********************************************************************** FX2776 DESIGNATION - POWELL FX2776 PID - FX2776 FX2776 STATE/COUNTY- NC/BERTIE FX2776 USGS QUAD - POWELLSVILLE (1982) FX2776 FX2776 *CURRENT SURVEY CONTROL FX2776 ___________________________________________________________________ FX2776* NAD 83(1986)- 36 13 20.46835(N) 076 56 16.47897(W) ADJUSTED FX2776* NAVD 88 - 19.953 (meters) 65.46 (feet) ADJUSTED FX2776 ___________________________________________________________________ FX2776 LAPLACE CORR- -4.94 (seconds) DEFLEC99 FX2776 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2776 DYNAMIC HT - 19.937 (meters) 65.41 (feet) COMP FX2776 MODELED GRAV- 979,840.0 (mgal) NAVD 88 FX2776 FX2776 HORZ ORDER - FIRST FX2776 VERT ORDER - SECOND CLASS II FX2776 FX2776.The North Carolina HARNS have been completed but, FX2776.due to contractual restrictions, coordinates for these stations FX2776.will NOT be published in the near future. In the interim, the FX2776.published coordinates in North Carolina will not be FX2776.consistent with the Continuously Operating Reference Stations FX2776.(CORS). The HARN coordinates for these stations are available FX2776.upon request. Contact Gary Thompson(919-733-3836). FX2776. FX2776.In addition, the published North Carolina positions FX2776.(NAD 83 (1986)) are NOT consistent with those determined in FX2776.adjacent state readjustments. The discontinuity between stations FX2776.located in North Carolina and those in adjacent states FX2776.which have been adjusted to the HARN may be as much as 5 FX2776.decimeters. This will result in a significant loss of accuracy FX2776.over lines crossing such state borders. FX2776 FX2776 FX2776.The horizontal coordinates were established by classical geodetic methods FX2776.and adjusted by the National Geodetic Survey in July 1986. FX2776 FX2776.The orthometric height was determined by differential leveling FX2776.and adjusted by the National Geodetic Survey in June 1991. FX2776 FX2776.The Laplace correction was computed from DEFLEC99 derived deflections. FX2776 FX2776.The geoid height was determined by GEOID03. FX2776 FX2776.The dynamic height is computed by dividing the NAVD 88 FX2776.geopotential number by the normal gravity value computed on the FX2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2776.degrees latitude (g = 980.6199 gals.). FX2776 FX2776.The modeled gravity was interpolated from observed gravity values. FX2776 FX2776; North East Units Scale Factor Converg. FX2776;SPC NC - 276,198.404 794,993.094 MT 1.00001602 +1 11 24.6 FX2776;SPC NC - 906,160.93 2,608,239.84 sFT 1.00001602 +1 11 24.6 FX2776;UTM 18 - 4,010,352.035 325,822.213 MT 0.99997381 -1 08 43.6 FX2776 FX2776! - Elev Factor x Scale Factor = Combined Factor FX2776!SPC NC - 1.00000246 x 1.00001602 = 1.00001848 FX2776!UTM 18 - 1.00000246 x 0.99997381 = 0.99997627 FX2776 FX2776: Primary Azimuth Mark Grid Az FX2776:SPC NC - POWELL AZ MK 211 55 13.8 FX2776:UTM 18 - POWELL AZ MK 214 15 22.0 FX2776 FX2776|---------------------------------------------------------------------| FX2776| PID Reference Object Distance Geod. Az | FX2776| dddmmss.s | FX2776| FX2777 POWELL RM 1 39.944 METERS 11956 | FX2776| FX3886 ROSEMEADE LOOKOUT TOWER APPROX. 7.8 KM 1241601.3 | FX2776| FX2778 POWELL RM 2 68.437 METERS 20601 | FX2776| FX2779 POWELL AZ MK 2130638.4 | FX2776| FX3934 AHOSKIE MUNICIPAL TANK APPROX. 8.0 KM 3253509.7 | FX2776| FX2775 MAPLE 317.676 METERS 35902 | FX2776|---------------------------------------------------------------------| FX2776 FX2776 SUPERSEDED SURVEY CONTROL FX2776 FX2776 NAD 27 - 36 13 19.90330(N) 076 56 17.63640(W) AD( ) 1 FX2776 NGVD 29 (01/18/91) 20.32 (m) 66.7 (f) LEVELING 3 FX2776 FX2776.Superseded values are not recommended for survey control. FX2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2776.See file dsdata.txt to determine how the superseded data were derived. FX2776 FX2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2582210352(NAD 83) FX2776_MARKER: DS = TRIANGULATION STATION DISK FX2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2776_SP_SET: CONCRETE POST FX2776_STAMPING: POWELL 1959 FX2776_MARK LOGO: CGS FX2776_PROJECTION: RECESSED 3 CENTIMETERS FX2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2776+STABILITY: SURFACE MOTION FX2776 FX2776 HISTORY - Date Condition Report By FX2776 HISTORY - 1959 MONUMENTED CGS FX2776 HISTORY - 1966 GOOD CGS FX2776 HISTORY - 1980 GOOD NGS FX2776 HISTORY - 1980 GOOD NCGS FX2776 HISTORY - 1980 GOOD NCGS FX2776 FX2776 STATION DESCRIPTION FX2776 FX2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX2776'THE STATION IS AT THE SOUTHWEST EDGE OF THE CITY LIMITS OF FX2776'POWELLSVILLE, JUST NORTH OF A TRIANGLE FORMED BY TWO HIGHWAYS, FX2776'ALONG THE EAST SIDE OF U.S. HIGHWAY 13 AND ON HIGHWAY RIGHT-OF-WAY. FX2776' FX2776'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND FX2776'STATE HIGHWAY 350 ABOUT 0.4 MILE NORTHWEST OF POWELLSVILLE, GO FX2776'SOUTHERLY ON HIGHWAY 13 0.45 MILE TO THE STATION ON THE LEFT. FX2776' FX2776'THE STATION MARK IS A STANDARD DISK STAMPED POWELL 1959, SET IN A FX2776'SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. IT FX2776'IS 76 FEET NORTH OF THE NORTHEAST CORNER OF THE CURBLINE AT THE FX2776'NORTHEAST APEX OF THE TRIANGLE, 74 FEET NORTHWEST OF THE FX2776'CENTERLINE OF THE BLACKTOP ROAD, 69 FEET NORTHEAST OF THE FX2776'NORTHWEST APEX OF THE TRIANGLE AND 59 FEET SOUTHEAST OF THE FX2776'CENTERLINE OF U.S. HIGHWAY 13. NO UNDERGROUND MARK WAS ESTABLSHED. FX2776' FX2776'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POWELL NO 1 1959, IS FX2776'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE FX2776'GROUND. IT IS 74 FEET SOUTH OF A POWERLINE POLE WITH A FX2776'TRANSFORMER, 56 FEET SOUTHEAST OF THE CENTERLINE OF THE BLACKTOP FX2776'ROAD, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF A FX2776'HOUSE AND 1 FOOT NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER. FX2776' FX2776'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POWELL NO 2 1959, IS FX2776'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE FX2776'GROUND. IT IS 118-1/2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF FX2776'THE CURBLINE AT THE SOUTH APEX OF THE TRIANGLE, 35 FEET SOUTHEAST FX2776'OF THE CENTERLINE OF HIGHWAY 13 AND 29 FEET NORTHWEST OF THE FX2776'CENTERLINE OF THE BLACKTOP ROAD. FX2776' FX2776'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POWELL 1959, SET IN A FX2776'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 31 FEET EAST FX2776'OF THE CENTERLINE OF HIGHWAY 13 AND 1 FOOT WEST OF THE SOUTHWEST FX2776'CORNER OF A FENCE. A STANDARD WITNESS POST WAS SET 1.4 FEET FX2776'SOUTH OF THE MARK. FX2776' FX2776'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. FX2776'HIGHWAY 13 0.25 MILE TO THE MARK ON THE LEFT. FX2776 FX2776 STATION RECOVERY (1966) FX2776 FX2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB) FX2776'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD FX2776'CONDITION. THE ONLY CHANGE FOUND IN THE 1959 DESCRIPTION IS NOTED FX2776'BELOW. FX2776' FX2776'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POWELL NO 2 1959, FX2776'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FX2776'1-INCH BELOW THE GROUND SURFACE. IT IS 165 FEET NORTHEAST OF THE FX2776'SOUTHWEST CORNER OF CURBLINE OF SOUTH APEX, 35 FEET SOUTHEAST OF FX2776'THE CENTER LINE OF U.S. HIGHWAY 13 AND 29 FEET NORTHWEST OF THE FX2776'CENTERLINE OF A PAVED ROAD. FX2776 FX2776 STATION RECOVERY (1980) FX2776 FX2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) FX2776'THE STATION MARK, REFERENCE MARKS ONE AND TWO WERE RECOVERED IN FX2776'GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT RECOVERED FX2776'AND IS BELIEVED TO BE DESTROYED BY ROAD IMPROVEMENTS. NORTH CAROLINA FX2776'GEODETIC SURVEY STATION MAPLE WILL SERVE AS AN AZIMUTH MARK. THE FX2776'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE 1966 FX2776'RECOVERY. FX2776' FX2776'A NEW DESCRIPTION FOLLOWS. FX2776' FX2776'THE STATION IS AT THE SOUTHWEST EDGE OF THE CITY LIMITS OF FX2776'POWELLSVILLE, JUST NORTH OF A TRIANGLE FORMED BY U.S. HIGHWAY 13 AND FX2776'SECONDARY ROUTE 1321 AND ON HIGHWAY RIGHT-OF-WAY. FX2776' FX2776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE FX2776'HIGHWAY 42 ABOUT 0.4 MILE NORTHWEST OF POWELLSVILLE, GO SOUTHERLY ON FX2776'HIGHWAY 13 FOR 0.3 MILE TO NORTH CAROLINA GEODETIC SURVEY STATION FX2776'MAPLE ON THE LEFT. CONTINUE 0.25 MILE TO THE STATION ON THE LEFT. FX2776' FX2776'STATION MARK IS A STANDARD DISK STAMPED---POWELL 1959---SET IN THE FX2776'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH FX2776'BELOW THE GROUND SURFACE. IT IS 40.6 FEET SOUTH OF A TELEPHONE FX2776'PEDESTAL, 63.7 FEET NORTH-NORTHEAST CORNER OF THE TRIANGLE, 58 FEET FX2776'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE TRIANGLE AND 82.5 FEET FX2776'NORTHEAST OF THE CENTER OF A METAL DRAINAGE COVER IN THE TRIANGLE. FX2776' FX2776'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---POWELL NO 1 1959--- FX2776'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH FX2776'THE GROUND SURFACE. IT IS 1 FOOT NORTHWEST OF POWERLINE POLE MK44 FX2776'WHICH HAS AN ALUMINUM REFERENCE TAG, 44 FEET NORTHEAST OF THE FX2776'NORTHEAST CORNER OF PORCH ON HOUSE, 62 FEET SOUTH, 62 FEET FX2776'SOUTHEAST OF THE CENTERLINE OF SR 1321 AT THE EAST END OF CONCRETE FX2776'ISLAND AND 73 FEET SOUTH-SOUTHWEST OF POWERLINE POLE MK 78 WITH FX2776'REFERENCE TAG. FX2776' FX2776'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---POWELL NO 2 1959--- FX2776'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH FX2776'THE GROUND. IT IS 16.5 FEET NORTHEAST OF THE NORTHWEST CORNER FX2776'OF THE SOUTH APEX, 29.3 FEET NORTHWEST OF THE CENTERLINE OF FX2776'SR 1321 AND 35.8 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 13. FX2776' FX2776'NORTH CAROLINA GEODETIC SURVEY STATION IS A STANDARD DISK FX2776'STAMPED---MAPLE 1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST FX2776'THAT IS 10-INCHES IN DIAMETER AND RECESSED 4 INCHES BELOW THE FX2776'GROUND SURFACE. IT IS 22 FEET EAST-NORTHEAST OF THE CENTERLINE OF FX2776'U.S. HIGHWAY 13, 36.3 FEET SOUTHWEST OF AN 8-INCH PINE TREE WITH A FX2776'REFERENCE TAG, 37.2 FEET NORTHWEST OF AN 8-INCH GUM TREE WITH A FX2776'REFERENCE TAG, 5.2 FEET NORTHWEST OF A 15-INCH PINE TREE WITH A FX2776'REFERENCE TAG AND 75.2 FEET EAST-NORTHEAST OF AN 8-INCH PINE TREE, FX2776'ACROSS THE HIGHWAY, WHICH HAS A REFERENCE TAG. FX2776 FX2776 STATION RECOVERY (1980) FX2776 FX2776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2776'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.D. FX2776'MCKINNEY AND ASSISTED BY THIS PARTY. FX2776 FX2776 STATION RECOVERY (1980) FX2776 FX2776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2776'0.5 MI SW FROM POWELLSVILLE. FX2776'AT THE INTERSECTION OF US 13 AND SR 1321 SOUTHWEST OF POWELLSVILLE, FX2776'IN NORTHEAST QUADRANT JUST NORTH OF THE NORTHERNMOST CURBED TRIANGLE, FX2776'58 FEET EAST-NORTHEAST OF NORTHWEST CORNER OF TRIANGLE, 63.7 FEET FX2776'NORTH-NORTHEAST OF NORTHEAST CORNER OF TRIANGLE, 40.6 FEET SOUTH OF FX2776'TELEPHONE PEDESTAL AND 82.5 FEET NORTHEAST OF CENTER OF DROP INLET IN FX2776'TRIANGLE. FX2776'THE MARK IS 3 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2784 *********************************************************************** FX2784 DESIGNATION - PUMP FX2784 PID - FX2784 FX2784 STATE/COUNTY- NC/BERTIE FX2784 USGS QUAD - POWELLSVILLE (1982) FX2784 FX2784 *CURRENT SURVEY CONTROL FX2784 ___________________________________________________________________ FX2784* NAD 83(1986)- 36 11 40.78000(N) 076 57 20.99379(W) ADJUSTED FX2784* NAVD 88 - 12.617 (meters) 41.39 (feet) ADJUSTED FX2784 ___________________________________________________________________ FX2784 LAPLACE CORR- -4.94 (seconds) DEFLEC99 FX2784 GEOID HEIGHT- -35.61 (meters) GEOID03 FX2784 DYNAMIC HT - 12.607 (meters) 41.36 (feet) COMP FX2784 MODELED GRAV- 979,839.4 (mgal) NAVD 88 FX2784 FX2784 HORZ ORDER - SECOND FX2784 VERT ORDER - SECOND CLASS II FX2784 FX2784.The North Carolina HARNS have been completed but, FX2784.due to contractual restrictions, coordinates for these stations FX2784.will NOT be published in the near future. In the interim, the FX2784.published coordinates in North Carolina will not be FX2784.consistent with the Continuously Operating Reference Stations FX2784.(CORS). The HARN coordinates for these stations are available FX2784.upon request. Contact Gary Thompson(919-733-3836). FX2784. FX2784.In addition, the published North Carolina positions FX2784.(NAD 83 (1986)) are NOT consistent with those determined in FX2784.adjacent state readjustments. The discontinuity between stations FX2784.located in North Carolina and those in adjacent states FX2784.which have been adjusted to the HARN may be as much as 5 FX2784.decimeters. This will result in a significant loss of accuracy FX2784.over lines crossing such state borders. FX2784 FX2784 FX2784.The horizontal coordinates were established by classical geodetic methods FX2784.and adjusted by the National Geodetic Survey in January 1991. FX2784 FX2784.The orthometric height was determined by differential leveling FX2784.and adjusted by the National Geodetic Survey in June 1991. FX2784 FX2784.The Laplace correction was computed from DEFLEC99 derived deflections. FX2784 FX2784.The geoid height was determined by GEOID03. FX2784 FX2784.The dynamic height is computed by dividing the NAVD 88 FX2784.geopotential number by the normal gravity value computed on the FX2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2784.degrees latitude (g = 980.6199 gals.). FX2784 FX2784.The modeled gravity was interpolated from observed gravity values. FX2784 FX2784; North East Units Scale Factor Converg. FX2784;SPC NC - 273,093.000 793,445.426 MT 1.00000793 +1 10 47.4 FX2784;SPC NC - 895,972.62 2,603,162.20 sFT 1.00000793 +1 10 47.4 FX2784;UTM 18 - 4,007,312.381 324,149.348 MT 0.99998103 -1 09 19.0 FX2784 FX2784! - Elev Factor x Scale Factor = Combined Factor FX2784!SPC NC - 1.00000361 x 1.00000793 = 1.00001154 FX2784!UTM 18 - 1.00000361 x 0.99998103 = 0.99998464 FX2784 FX2784 SUPERSEDED SURVEY CONTROL FX2784 FX2784 NGVD 29 (01/18/91) 12.99 (m) 42.6 (f) LEVELING 3 FX2784 FX2784.Superseded values are not recommended for survey control. FX2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2784.See file dsdata.txt to determine how the superseded data were derived. FX2784 FX2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2414907312(NAD 83) FX2784_MARKER: DE = TRAVERSE STATION DISK FX2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2784_SP_SET: CONCRETE POST FX2784_STAMPING: PUMP 1980 FX2784_MARK LOGO: NCGS FX2784_PROJECTION: RECESSED 3 CENTIMETERS FX2784_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2784+STABILITY: SURFACE MOTION FX2784 FX2784 HISTORY - Date Condition Report By FX2784 HISTORY - 1980 MONUMENTED NCGS FX2784 HISTORY - 1980 GOOD NCGS FX2784 HISTORY - 1985 GOOD USPSQD FX2784 FX2784 STATION DESCRIPTION FX2784 FX2784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2784'STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTH-SOUTHWEST OF FX2784'POWELLSVILLE AND 5.8 MILES NORTH OF ASKEWVILLE. FX2784' FX2784'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2784'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 2.65 MILES TO STATION FX2784'ON THE RIGHT AT THE NORTH SIDE OF A FIELD ROAD AT NORTH EDGE OF WOODS FX2784'AND 0.15 MILE SOUTHWEST OF SR 1200 WHICH LEADS WEST. FX2784' FX2784'STATION MARK IS A STANDARD DISK STAMPED---PUMP 1980---SET IN THE TOP FX2784'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE FX2784'AND 1 FOOT BELOW HIGHWAY. MARK IS 32.5 FEET WEST-NORTHWEST OF FX2784'CENTERLINE OF US 13, 28.0 FEET NORTH-NORTHEAST OF CENTERLINE OF FIELD FX2784'ROAD, 57.7 FEET NORTHEAST OF 24 INCH PINE WITH REFERENCE TAG, 154.0 FX2784'FEET SOUTH OF SOUTHEAST CORNER OF PUMP HOUSE, 145.0 FEET SOUTH OF FX2784'SERVICE POLE WITH REFERENCE TAG AND 225.5 FEET SOUTH-SOUTHWEST OF FX2784'SOUTH END OF DRIVEWAY CULVERT. FX2784 FX2784 STATION RECOVERY (1980) FX2784 FX2784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2784'2.5 MI SSW FROM POWELLSVILLE. FX2784'5.8 MILES NORTH OF ASKEWVILLE. FX2784'2.65 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2784'POWELLSVILLE, ON THE RIGHT AT THE NORTH SIDE OF A FIELD ROAD AT FX2784'NORTH EDGE OF WOODS AND 0.15 MILE SOUTHWEST OF SR 1200 WHICH LEADS FX2784'WEST, 32.5 FEET WEST-NORTHWEST OF CENTERLINE OF US 13, 28.0 FEET FX2784'NORTH-NORTHEAST OF CENTERLINE OF FIELD ROAD, 57.7 FEET NORTHEAST OF FX2784'24 INCH PINE WITH REFERENCE TAG, 154.0 FEET SOUTH OF SOUTHEAST CORNER FX2784'OF PUMP HOUSE, 145.0 FEET SOUTH OF SERVICE POLE WITH REFERENCE TAG AND FX2784'225.5 FEET SOUTH-SOUTHWEST OF SOUTH END OF DRIVEWAY CULVERT. FX2784 FX2784 STATION RECOVERY (1985) FX2784 FX2784'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2784'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3890 *********************************************************************** FX3890 DESIGNATION - PURE FX3890 PID - FX3890 FX3890 STATE/COUNTY- NC/BERTIE FX3890 USGS QUAD - WINDSOR NORTH (1981) FX3890 FX3890 *CURRENT SURVEY CONTROL FX3890 ___________________________________________________________________ FX3890* NAD 83(1986)- 36 00 57.51617(N) 076 53 30.02755(W) ADJUSTED FX3890* NAVD 88 - 12. (meters) 39. (feet) SCALED FX3890 ___________________________________________________________________ FX3890 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX3890 GEOID HEIGHT- -36.07 (meters) GEOID03 FX3890 FX3890 HORZ ORDER - SECOND FX3890 FX3890.The North Carolina HARNS have been completed but, FX3890.due to contractual restrictions, coordinates for these stations FX3890.will NOT be published in the near future. In the interim, the FX3890.published coordinates in North Carolina will not be FX3890.consistent with the Continuously Operating Reference Stations FX3890.(CORS). The HARN coordinates for these stations are available FX3890.upon request. Contact Gary Thompson(919-733-3836). FX3890. FX3890.In addition, the published North Carolina positions FX3890.(NAD 83 (1986)) are NOT consistent with those determined in FX3890.adjacent state readjustments. The discontinuity between stations FX3890.located in North Carolina and those in adjacent states FX3890.which have been adjusted to the HARN may be as much as 5 FX3890.decimeters. This will result in a significant loss of accuracy FX3890.over lines crossing such state borders. FX3890 FX3890 FX3890.The horizontal coordinates were established by classical geodetic methods FX3890.and adjusted by the National Geodetic Survey in July 1986. FX3890 FX3890.The orthometric height was scaled from a topographic map. FX3890 FX3890.The Laplace correction was computed from DEFLEC99 derived deflections. FX3890 FX3890.The geoid height was determined by GEOID03. FX3890 FX3890; North East Units Scale Factor Converg. FX3890;SPC NC - 253,391.481 799,635.670 MT 0.99996143 +1 13 00.7 FX3890;SPC NC - 831,335.22 2,623,471.36 sFT 0.99996143 +1 13 00.7 FX3890;UTM 18 - 3,987,375.561 329,532.647 MT 0.99995807 -1 06 45.3 FX3890 FX3890! - Elev Factor x Scale Factor = Combined Factor FX3890!SPC NC - 1.00000383 x 0.99996143 = 0.99996526 FX3890!UTM 18 - 1.00000383 x 0.99995807 = 0.99996190 FX3890 FX3890: Primary Azimuth Mark Grid Az FX3890:SPC NC - GRAB 224 24 58.3 FX3890:UTM 18 - GRAB 226 44 44.3 FX3890 FX3890|---------------------------------------------------------------------| FX3890| PID Reference Object Distance Geod. Az | FX3890| dddmmss.s | FX3890| FX3896 PURE POINT A 86.011 METERS 01737 | FX3890| FX3894 GREENS CROSS LOOKOUT TOWER 201.956 METERS 04801 | FX3890| FX3893 64 WSM 200.078 METERS 04817 | FX3890| FX2447 PURE RM 1 33.111 METERS 04938 | FX3890| FX2446 PURE RM 2 43.751 METERS 14519 | FX3890| EY2074 GRAB APPROX.14.5 KM 2253759.0 | FX3890|---------------------------------------------------------------------| FX3890 FX3890 SUPERSEDED SURVEY CONTROL FX3890 FX3890 NAD 27 - 36 00 56.94240(N) 076 53 31.20580(W) AD( ) 2 FX3890 FX3890.Superseded values are not recommended for survey control. FX3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3890.See file dsdata.txt to determine how the superseded data were derived. FX3890 FX3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2953387376(NAD 83) FX3890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FX3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FX3890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3890+STABILITY: SURFACE MOTION FX3890 FX3890 HISTORY - Date Condition Report By FX3890 HISTORY - 1959 MONUMENTED CGS FX3890 HISTORY - 1980 GOOD NCGS FX3890 FX3890 STATION DESCRIPTION FX3890 FX3890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX3890'THE STATION IS ABOUT 3.5 MILES EAST OF WINDSOR, 0.1 MILE WEST OF FX3890'THE GREENS CROSS LOOKOUT TOWER, ON PROPERTY OWNED BY MR. C.E. THOMAS. FX3890' FX3890'TO REACH THE STATION FROM THE INTERSECTION OF KING AND GRANVILLE FX3890'STREETS (JUNCTION OF U.S. HIGHWAYS 13 AND 17) IN WINDSOR, GO FX3890'SOUTH, THEN EAST ON U.S. HIGHWAY 17 FOR 4.0 MILES TO A PURE OIL FX3890'SERVICE STATION ON THE LEFT AND THE STATION. CONTINUE EASTERLY ON FX3890'HIGHWAY 17 FOR 0.1 MILE TO THE GREENS CROSS LOOKOUT TOWER AND U.S. FX3890'GEOLOGICAL SURVEY BENCH MARK 64 WSM ON THE LEFT AS DESCRIBED. FX3890' FX3890'STATION MARKS ARE STANDARD DISKS STAMPED PURE 1959. THE SURFACE FX3890'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT FX3890'IS 168 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 87.5 FEET FX3890'SOUTHWEST OF THE NORTHWEST CORNER OF THE PURE OIL SERVICE STATION FX3890'BUILDING 47.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING. A FX3890'STANDARD METAL WITNESS POST WAS SET 2.3 FEET WEST OF THE MARK. THE FX3890'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES FX3890'BELOW THE SURFACE OF THE GROUND. FX3890' FX3890'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PURE NO 1 1959, IS FX3890'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS FX3890'127.5 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 17, 30 FEET FX3890'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 10 FEET EAST OF FX3890'THE WEST END OF A BOARD FENCE AND 1 FOOT SOUTH OF THE BOARD FENCE. FX3890' FX3890'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PURE NO 2 1959, IS FX3890'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF FX3890'THE GROUND. IT IS 40 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY FX3890'17, 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TELEPHONE FX3890'BOOTH AND 11.5 FEET EAST OF THE EAST END OF THE BOARD FENCE. FX3890' FX3890'64 WSM (USGS), A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK FX3890'STAMPED 42 FEET 64 WSM 1955, IS CEMENTED IN A DRILL HOLE IN THE FX3890'CONCRETE FOUNDATION WHICH SUPPORTS THE STEPS OF THE GREENS CROSS FX3890'LOOKOUT TOWER. FX3890 FX3890 STATION RECOVERY (1980) FX3890 FX3890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX3890'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. FX3890'THE STATION HAS HAD A MOBILE HOME PLACED OVER IT MAKING IT IMPOSSIBLE FX3890'TO OCCUPY. 64 WSM USGS WHICH WAS THE AZIMUTH MARK IS GONE. THE FX3890'DESCRIPTION IS OTHERWISE ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2446 *********************************************************************** FX2446 DESIGNATION - PURE RM 2 FX2446 PID - FX2446 FX2446 STATE/COUNTY- NC/BERTIE FX2446 USGS QUAD - WINDSOR NORTH (1981) FX2446 FX2446 *CURRENT SURVEY CONTROL FX2446 ___________________________________________________________________ FX2446* NAD 83(1986)- 36 00 56.34894(N) 076 53 29.03329(W) ADJUSTED FX2446* NAVD 88 - 11.600 (meters) 38.06 (feet) ADJUSTED FX2446 ___________________________________________________________________ FX2446 LAPLACE CORR- -5.38 (seconds) DEFLEC99 FX2446 GEOID HEIGHT- -36.07 (meters) GEOID03 FX2446 DYNAMIC HT - 11.591 (meters) 38.03 (feet) COMP FX2446 MODELED GRAV- 979,818.5 (mgal) NAVD 88 FX2446 FX2446 HORZ ORDER - SECOND FX2446 VERT ORDER - SECOND CLASS II FX2446 FX2446.The North Carolina HARNS have been completed but, FX2446.due to contractual restrictions, coordinates for these stations FX2446.will NOT be published in the near future. In the interim, the FX2446.published coordinates in North Carolina will not be FX2446.consistent with the Continuously Operating Reference Stations FX2446.(CORS). The HARN coordinates for these stations are available FX2446.upon request. Contact Gary Thompson(919-733-3836). FX2446. FX2446.In addition, the published North Carolina positions FX2446.(NAD 83 (1986)) are NOT consistent with those determined in FX2446.adjacent state readjustments. The discontinuity between stations FX2446.located in North Carolina and those in adjacent states FX2446.which have been adjusted to the HARN may be as much as 5 FX2446.decimeters. This will result in a significant loss of accuracy FX2446.over lines crossing such state borders. FX2446 FX2446 FX2446.The horizontal coordinates were established by classical geodetic methods FX2446.and adjusted by the National Geodetic Survey in January 1991. FX2446 FX2446.The orthometric height was determined by differential leveling FX2446.and adjusted by the National Geodetic Survey in June 1991. FX2446 FX2446.The Laplace correction was computed from DEFLEC99 derived deflections. FX2446 FX2446.The geoid height was determined by GEOID03. FX2446 FX2446.The dynamic height is computed by dividing the NAVD 88 FX2446.geopotential number by the normal gravity value computed on the FX2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2446.degrees latitude (g = 980.6199 gals.). FX2446 FX2446.The modeled gravity was interpolated from observed gravity values. FX2446 FX2446; North East Units Scale Factor Converg. FX2446;SPC NC - 253,356.043 799,661.324 MT 0.99996135 +1 13 01.3 FX2446;SPC NC - 831,218.95 2,623,555.53 sFT 0.99996135 +1 13 01.3 FX2446;UTM 18 - 3,987,339.109 329,556.840 MT 0.99995797 -1 06 44.7 FX2446 FX2446! - Elev Factor x Scale Factor = Combined Factor FX2446!SPC NC - 1.00000384 x 0.99996135 = 0.99996519 FX2446!UTM 18 - 1.00000384 x 0.99995797 = 0.99996181 FX2446 FX2446 SUPERSEDED SURVEY CONTROL FX2446 FX2446 NGVD 29 (??/??/92) 11.933 (m) 39.15 (f) ADJ UNCH 2 2 FX2446 FX2446.Superseded values are not recommended for survey control. FX2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2446.See file dsdata.txt to determine how the superseded data were derived. FX2446 FX2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2955787339(NAD 83) FX2446_MARKER: DR = REFERENCE MARK DISK FX2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX2446_STAMPING: PURE NO. 2 1959 FX2446_MARK LOGO: NCGS FX2446_MAGNETIC: N = NO MAGNETIC MATERIAL FX2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2446+STABILITY: SURFACE MOTION FX2446 FX2446 HISTORY - Date Condition Report By FX2446 HISTORY - 1959 MONUMENTED CGS FX2446 HISTORY - 1959 SEE DESCRIPTION CGS FX2446 HISTORY - 1975 GOOD NCGS FX2446 HISTORY - 1980 GOOD NCGS FX2446 HISTORY - 1980 GOOD NCGS FX2446 FX2446 STATION DESCRIPTION FX2446 FX2446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2446'3.3 MI ENE FROM WINDSOR. FX2446'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS FX2446'(JUNCTION OF US 13 BUSINESS AND US 17 BUSINESS) IN CENTER OF WINDSOR, FX2446'PROCEED SE AND EAST ALONG KING STREET (US 17 NORTH) FOR 4.1 MILES TO FX2446'Y-INTERSECTION WITH SR 1001, AND STATION APPROXIMATELY 300 FEET SW OF FX2446'THE INTERSECTION AT A UNION 76 SERVICE STATION AND GROCERY (FORMERLY A FX2446'PURE OIL STATION). 40.0 FT. NW OF C/L OF US 17, 25.0 FT. SOUTH OF FX2446'SERVICE POLE NO. 63X WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF FX2446'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. FX2446 FX2446 STATION RECOVERY (1980) FX2446 FX2446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2446'STATION IS LOCATED IN THE GREEN CROSS COMMUNITY, APPROXIMATELY 3.6 FX2446'MILES EAST-NORTHEAST OF WINDSOR. TO REACH STATION FROM EASTERNMOST FX2446'INTERSECTION OF US 17 WITH NC 308 EAST OF WINDSOR, PROCEED NORTHEAST FX2446'ALONG US 17 FOR 2.6 MILES TO STATION ON THE LEFT AT A UNION 76 SERVICE FX2446'STATION AND GROCERY AND 0.1 MILE SOUTHWEST OF THE INTERSECTION WITH FX2446'SR 1001. FX2446' FX2446'STATION IS A USCGS DISK STAMPED---PURE NO 2 1959---SET IN TOP FX2446'OF A 12 INCH CONCRETE MONUMENT FLUSH WITH GROUND SURFACE. 40.0 FX2446'FEET NORTHWEST OF CENTERLINE OF US 17 AND 25.0 FEET SOUTH OF SERVICE FX2446'POLE 63X WITH REFERENCE TAG. FX2446 FX2446 STATION RECOVERY (1980) FX2446 FX2446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2446'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT FX2446'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2806 *********************************************************************** FX2806 DESIGNATION - PYTHON FX2806 PID - FX2806 FX2806 STATE/COUNTY- NC/BERTIE FX2806 USGS QUAD - WINDSOR NORTH (1981) FX2806 FX2806 *CURRENT SURVEY CONTROL FX2806 ___________________________________________________________________ FX2806* NAD 83(1986)- 36 05 28.40947(N) 076 58 19.64679(W) ADJUSTED FX2806* NAVD 88 - 11.216 (meters) 36.80 (feet) ADJUSTED FX2806 ___________________________________________________________________ FX2806 LAPLACE CORR- -4.78 (seconds) DEFLEC99 FX2806 GEOID HEIGHT- -35.72 (meters) GEOID03 FX2806 DYNAMIC HT - 11.207 (meters) 36.77 (feet) COMP FX2806 MODELED GRAV- 979,832.1 (mgal) NAVD 88 FX2806 FX2806 HORZ ORDER - SECOND FX2806 VERT ORDER - SECOND CLASS II FX2806 FX2806.The North Carolina HARNS have been completed but, FX2806.due to contractual restrictions, coordinates for these stations FX2806.will NOT be published in the near future. In the interim, the FX2806.published coordinates in North Carolina will not be FX2806.consistent with the Continuously Operating Reference Stations FX2806.(CORS). The HARN coordinates for these stations are available FX2806.upon request. Contact Gary Thompson(919-733-3836). FX2806. FX2806.In addition, the published North Carolina positions FX2806.(NAD 83 (1986)) are NOT consistent with those determined in FX2806.adjacent state readjustments. The discontinuity between stations FX2806.located in North Carolina and those in adjacent states FX2806.which have been adjusted to the HARN may be as much as 5 FX2806.decimeters. This will result in a significant loss of accuracy FX2806.over lines crossing such state borders. FX2806 FX2806 FX2806.The horizontal coordinates were established by classical geodetic methods FX2806.and adjusted by the National Geodetic Survey in January 1991. FX2806 FX2806.The orthometric height was determined by differential leveling FX2806.and adjusted by the National Geodetic Survey in June 1991. FX2806 FX2806.The Laplace correction was computed from DEFLEC99 derived deflections. FX2806 FX2806.The geoid height was determined by GEOID03. FX2806 FX2806.The dynamic height is computed by dividing the NAVD 88 FX2806.geopotential number by the normal gravity value computed on the FX2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2806.degrees latitude (g = 980.6199 gals.). FX2806 FX2806.The modeled gravity was interpolated from observed gravity values. FX2806 FX2806; North East Units Scale Factor Converg. FX2806;SPC NC - 261,587.957 792,214.791 MT 0.99997982 +1 10 13.5 FX2806;SPC NC - 858,226.49 2,599,124.69 sFT 0.99997982 +1 10 13.5 FX2806;UTM 18 - 3,995,867.095 322,451.252 MT 0.99998843 -1 09 43.3 FX2806 FX2806! - Elev Factor x Scale Factor = Combined Factor FX2806!SPC NC - 1.00000385 x 0.99997982 = 0.99998367 FX2806!UTM 18 - 1.00000385 x 0.99998843 = 0.99999228 FX2806 FX2806 SUPERSEDED SURVEY CONTROL FX2806 FX2806 NGVD 29 (01/18/91) 11.58 (m) 38.0 (f) LEVELING 3 FX2806 FX2806.Superseded values are not recommended for survey control. FX2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2806.See file dsdata.txt to determine how the superseded data were derived. FX2806 FX2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2245195867(NAD 83) FX2806_MARKER: DE = TRAVERSE STATION DISK FX2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2806_SP_SET: CONCRETE POST FX2806_STAMPING: PYTHON 1980 FX2806_MARK LOGO: NCGS FX2806_PROJECTION: FLUSH FX2806_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2806+STABILITY: SURFACE MOTION FX2806 FX2806 HISTORY - Date Condition Report By FX2806 HISTORY - 1980 MONUMENTED NCGS FX2806 HISTORY - 1980 GOOD NCGS FX2806 HISTORY - 1985 GOOD USPSQD FX2806 HISTORY - 19950821 GOOD USPSQD FX2806 FX2806 STATION DESCRIPTION FX2806 FX2806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2806'STATION IS LOCATED APPROXIMATELY 6.5 MILES NORTH OF WINDSOR AND 2.3 FX2806'MILES SOUTHWEST OF ASKEWVILLE. FX2806' FX2806'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2806'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 0.75 MILE TO FX2806'STATION ON THE RIGHT BY A DIM WOODS ROAD AND 1.3 MILES SOUTH OF THE FX2806'INTERSECTION WITH SR 1221. FX2806' FX2806'STATION MARK IS A STANDARD DISK STAMPED---PYTHON 1980---SET IN THE FX2806'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND FX2806'SURFACE AND LEVEL WITH HIGHWAY. MARK IS 44.3 FEET EAST-SOUTHEAST OF FX2806'CENTERLINE OF US 13, 15.0 FEET SOUTHWEST OF CENTERLINE OF WOODS ROAD FX2806'AND 9.7 FEET NORTH OF POWER POLE 7A, 81.7 FEET SOUTH-SOUTHWEST OF POST FX2806'WITH TELEPHONE EQUIPMENT AND 39.5 FEET WEST-SOUTHWEST OF 15 INCH PINE FX2806'ALL WITH REFERENCE TAGS. FX2806 FX2806 STATION RECOVERY (1980) FX2806 FX2806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2806'2.3 MI SW FROM ASKEWVILLE. FX2806'6.5 MILES NORTH OF WINDSOR. FX2806'0.75 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2806'WINDSOR AND AHOSKIE, ON THE RIGHT BY A DIM WOODS ROAD AND 1.3 MILE FX2806'SOUTH OF THE INTERSECTION WITH SR 1221, 44.3 FEET EAST-SOUTHEAST OF FX2806'CENTERLINE OF US 13, 15.0 FEET SOUTHWEST OF CENTERLINE OF WOODS ROAD FX2806'AND 9.7 FEET NORTH OF POWER POLE 7A, 81.7 FEET SOUTH-SOUTHWEST OF POST FX2806'WITH TELEPHONE EQUIPMENT AND 39.5 FEET WEST-SOUTHWEST OF 15 INCH PINE FX2806'ALL WITH REFERENCE TAGS. FX2806 FX2806 STATION RECOVERY (1985) FX2806 FX2806'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2806'RECOVERED IN GOOD CONDITION. FX2806 FX2806 STATION RECOVERY (1995) FX2806 FX2806'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2806'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5320 *********************************************************************** FX5320 DESIGNATION - RAIL FX5320 PID - FX5320 FX5320 STATE/COUNTY- NC/BERTIE FX5320 USGS QUAD - AULANDER (1972) FX5320 FX5320 *CURRENT SURVEY CONTROL FX5320 ___________________________________________________________________ FX5320* NAD 83(1986)- 36 13 46.44336(N) 077 05 52.87227(W) ADJUSTED FX5320* NAVD 88 - 21.39 (+/-2cm) 70.2 (feet) VERTCON FX5320 ___________________________________________________________________ FX5320 LAPLACE CORR- -3.42 (seconds) DEFLEC99 FX5320 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5320 FX5320 HORZ ORDER - SECOND FX5320 VERT ORDER - THIRD ? (See Below) FX5320 FX5320.The North Carolina HARNS have been completed but, FX5320.due to contractual restrictions, coordinates for these stations FX5320.will NOT be published in the near future. In the interim, the FX5320.published coordinates in North Carolina will not be FX5320.consistent with the Continuously Operating Reference Stations FX5320.(CORS). The HARN coordinates for these stations are available FX5320.upon request. Contact Gary Thompson(919-733-3836). FX5320. FX5320.In addition, the published North Carolina positions FX5320.(NAD 83 (1986)) are NOT consistent with those determined in FX5320.adjacent state readjustments. The discontinuity between stations FX5320.located in North Carolina and those in adjacent states FX5320.which have been adjusted to the HARN may be as much as 5 FX5320.decimeters. This will result in a significant loss of accuracy FX5320.over lines crossing such state borders. FX5320 FX5320 FX5320.The horizontal coordinates were established by classical geodetic methods FX5320.and adjusted by the National Geodetic Survey in January 1991. FX5320 FX5320.The NAVD 88 height was computed by applying the VERTCON shift value to FX5320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5320.The vertical order pertains to the NGVD 29 superseded value. FX5320 FX5320.The Laplace correction was computed from DEFLEC99 derived deflections. FX5320 FX5320.The geoid height was determined by GEOID03. FX5320 FX5320; North East Units Scale Factor Converg. FX5320;SPC NC - 276,711.496 780,584.988 MT 1.00001816 +1 05 52.0 FX5320;SPC NC - 907,844.30 2,560,969.25 sFT 1.00001816 +1 05 52.0 FX5320;UTM 18 - 4,011,452.172 311,447.177 MT 1.00003806 -1 14 25.2 FX5320 FX5320! - Elev Factor x Scale Factor = Combined Factor FX5320!SPC NC - 1.00000217 x 1.00001816 = 1.00002033 FX5320!UTM 18 - 1.00000217 x 1.00003806 = 1.00004023 FX5320 FX5320 SUPERSEDED SURVEY CONTROL FX5320 FX5320 NGVD 29 (01/18/91) 21.75 (m) 71.4 (f) LEVELING 3 FX5320 FX5320.Superseded values are not recommended for survey control. FX5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5320.See file dsdata.txt to determine how the superseded data were derived. FX5320 FX5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1144711452(NAD 83) FX5320_MARKER: DE = TRAVERSE STATION DISK FX5320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5320_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5320_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5320+STABILITY: SURFACE MOTION FX5320 FX5320 HISTORY - Date Condition Report By FX5320 HISTORY - 1980 MONUMENTED NCGS FX5320 HISTORY - 1985 GOOD USPSQD FX5320 FX5320 STATION DESCRIPTION FX5320 FX5320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5320'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES EAST OF AULANDER. FX5320' FX5320'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 305 FX5320'SOUTHEAST OF AULANDER, PROCEED NORTHEAST ALONG NC 11-42 FOR 0.95 MILES FX5320'TO SEABOARD COASTLINE RAILROAD CROSSING AND THE STATION ON THE RIGHT FX5320'IN THE SHOULDER ON THE NORTH SIDE OF THE TRACK. FX5320' FX5320'STATION MARK IS A STANDARD DISK STAMPED---RAIL 1980---SET IN THE TOP FX5320'OF A 10 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND FX5320'SURFACE. THE MARK IS 24.7 FEET SOUTHEAST OF THE CENTERLINE OF THE FX5320'HIGHWAY, 5.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 73.1 FEET FX5320'NORTHEAST OF THE EAST RAILROAD SIGNAL POST, 58.9 FEET EAST OF THE WEST FX5320'RAILROAD SIGNAL POST, 17.0 FEET SOUTHWEST OF A SMALL RAILROAD SIGNAL FX5320'BOX POST AND 77.6 FEET SOUTH OF THE NORTHEAST END OF A GUARD RAIL FX5320'POST. FX5320 FX5320 STATION RECOVERY (1985) FX5320 FX5320'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5320'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2805 *********************************************************************** FX2805 DESIGNATION - RANDY FX2805 PID - FX2805 FX2805 STATE/COUNTY- NC/BERTIE FX2805 USGS QUAD - WINDSOR NORTH (1981) FX2805 FX2805 *CURRENT SURVEY CONTROL FX2805 ___________________________________________________________________ FX2805* NAD 83(1986)- 36 05 51.95262(N) 076 58 12.68550(W) ADJUSTED FX2805* NAVD 88 - 15.639 (meters) 51.31 (feet) ADJUSTED FX2805 ___________________________________________________________________ FX2805 LAPLACE CORR- -4.79 (seconds) DEFLEC99 FX2805 GEOID HEIGHT- -35.71 (meters) GEOID03 FX2805 DYNAMIC HT - 15.627 (meters) 51.27 (feet) COMP FX2805 MODELED GRAV- 979,832.4 (mgal) NAVD 88 FX2805 FX2805 HORZ ORDER - SECOND FX2805 VERT ORDER - SECOND CLASS II FX2805 FX2805.The North Carolina HARNS have been completed but, FX2805.due to contractual restrictions, coordinates for these stations FX2805.will NOT be published in the near future. In the interim, the FX2805.published coordinates in North Carolina will not be FX2805.consistent with the Continuously Operating Reference Stations FX2805.(CORS). The HARN coordinates for these stations are available FX2805.upon request. Contact Gary Thompson(919-733-3836). FX2805. FX2805.In addition, the published North Carolina positions FX2805.(NAD 83 (1986)) are NOT consistent with those determined in FX2805.adjacent state readjustments. The discontinuity between stations FX2805.located in North Carolina and those in adjacent states FX2805.which have been adjusted to the HARN may be as much as 5 FX2805.decimeters. This will result in a significant loss of accuracy FX2805.over lines crossing such state borders. FX2805 FX2805 FX2805.The horizontal coordinates were established by classical geodetic methods FX2805.and adjusted by the National Geodetic Survey in January 1991. FX2805 FX2805.The orthometric height was determined by differential leveling FX2805.and adjusted by the National Geodetic Survey in June 1991. FX2805 FX2805.The Laplace correction was computed from DEFLEC99 derived deflections. FX2805 FX2805.The geoid height was determined by GEOID03. FX2805 FX2805.The dynamic height is computed by dividing the NAVD 88 FX2805.geopotential number by the normal gravity value computed on the FX2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2805.degrees latitude (g = 980.6199 gals.). FX2805 FX2805.The modeled gravity was interpolated from observed gravity values. FX2805 FX2805; North East Units Scale Factor Converg. FX2805;SPC NC - 262,317.008 792,374.063 MT 0.99998150 +1 10 17.6 FX2805;SPC NC - 860,618.38 2,599,647.24 sFT 0.99998150 +1 10 17.6 FX2805;UTM 18 - 3,996,589.064 322,640.065 MT 0.99998761 -1 09 39.9 FX2805 FX2805! - Elev Factor x Scale Factor = Combined Factor FX2805!SPC NC - 1.00000315 x 0.99998150 = 0.99998465 FX2805!UTM 18 - 1.00000315 x 0.99998761 = 0.99999076 FX2805 FX2805 SUPERSEDED SURVEY CONTROL FX2805 FX2805 NGVD 29 (01/18/91) 16.01 (m) 52.5 (f) LEVELING 3 FX2805 FX2805.Superseded values are not recommended for survey control. FX2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2805.See file dsdata.txt to determine how the superseded data were derived. FX2805 FX2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2264096589(NAD 83) FX2805_MARKER: DE = TRAVERSE STATION DISK FX2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2805_SP_SET: CONCRETE POST FX2805_STAMPING: RANDY 1980 FX2805_MARK LOGO: NCGS FX2805_PROJECTION: PROJECTING 3 CENTIMETERS FX2805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2805+STABILITY: SURFACE MOTION FX2805 FX2805 HISTORY - Date Condition Report By FX2805 HISTORY - 1980 MONUMENTED NCGS FX2805 HISTORY - 1980 GOOD NCGS FX2805 HISTORY - 1985 GOOD USPSQD FX2805 HISTORY - 19950821 POOR USPSQD FX2805 FX2805 STATION DESCRIPTION FX2805 FX2805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2805'STATION IS LOCATED APPROXIMATELY 7.1 MILES NORTH OF WINDSOR AND 1.8 FX2805'MILES WEST-SOUTHWEST OF ASKEWVILLE. FX2805' FX2805'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2805'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 1.2 MILES TO FX2805'STATION ON THE RIGHT ON TOP OF A SMALL CUT AND 0.85 MILE SOUTH OF FX2805'SR 1221. FX2805' FX2805'STATION MARK IS A STANDARD DISK STAMPED---RANDY 1980---SET IN THE FX2805'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE GROUND FX2805'SURFACE AND 3 FEET ABOVE HIGHWAY. MARK IS 37.3 FEET EAST-SOUTHEAST OF FX2805'CENTERLINE OF US 13, 62.0 FEET NORTHEAST OF INTERSECTION OF US 13 WITH FX2805'PROJECTED CENTERLINE OF FIELD ROAD, 81.8 FEET NORTHWEST OF POWER POLE FX2805'WITH REFERENCE TAG AND 124.0 FEET WEST-SOUTHWEST OF 15 INCH GUM WITH FX2805'REFERENCE TAG. FX2805 FX2805 STATION RECOVERY (1980) FX2805 FX2805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2805'1.8 MI WSW FROM ASKEWVILLE. FX2805'7.1 MILES NORTH OF WINDSOR. FX2805'1.2 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2805'WINDSOR AND AHOSKIE, ON THE RIGHT ON TOP OF A SMALL CUT AND 0.85 MILE FX2805'SOUTH OF SR 1221, 37.3 FEET EAST-SOUTHEAST OF CENTERLINE OF US 13, FX2805'62.0 FEET NORTHEAST OF INTERSECTION OF US 13 WITH PROJECTED CENTERLINE FX2805'OF FIELD ROAD, 81.8 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG FX2805'AND 124.0 FEET WEST-SOUTHWEST 15 INCH GUM WITH REFERENCE TAG. FX2805 FX2805 STATION RECOVERY (1985) FX2805 FX2805'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2805'RECOVERED IN GOOD CONDITION. FX2805 FX2805 STATION RECOVERY (1995) FX2805 FX2805'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2805'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8504 *********************************************************************** AF8504 DESIGNATION - REMOTE AF8504 PID - AF8504 AF8504 STATE/COUNTY- NC/BERTIE AF8504 USGS QUAD - KELFORD (1973) AF8504 AF8504 *CURRENT SURVEY CONTROL AF8504 ___________________________________________________________________ AF8504* NAD 83(1986)- 36 12 36.66143(N) 077 14 20.21491(W) ADJUSTED AF8504* NAVD 88 - 28.5 (meters) 94. (feet) VERT ANG AF8504 ___________________________________________________________________ AF8504 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AF8504 GEOID HEIGHT- -35.01 (meters) GEOID03 AF8504 AF8504 HORZ ORDER - SECOND AF8504 AF8504.The North Carolina HARNS have been completed but, AF8504.due to contractual restrictions, coordinates for these stations AF8504.will NOT be published in the near future. In the interim, the AF8504.published coordinates in North Carolina will not be AF8504.consistent with the Continuously Operating Reference Stations AF8504.(CORS). The HARN coordinates for these stations are available AF8504.upon request. Contact Gary Thompson(919-733-3836). AF8504. AF8504.In addition, the published North Carolina positions AF8504.(NAD 83 (1986)) are NOT consistent with those determined in AF8504.adjacent state readjustments. The discontinuity between stations AF8504.located in North Carolina and those in adjacent states AF8504.which have been adjusted to the HARN may be as much as 5 AF8504.decimeters. This will result in a significant loss of accuracy AF8504.over lines crossing such state borders. AF8504 AF8504 AF8504.The horizontal coordinates were established by classical geodetic methods AF8504.and adjusted by the National Geodetic Survey in June 1998. AF8504 AF8504.The orthometric height was determined by vertical angle observations. AF8504 AF8504.The Laplace correction was computed from DEFLEC99 derived deflections. AF8504 AF8504.The geoid height was determined by GEOID03. AF8504 AF8504; North East Units Scale Factor Converg. AF8504;SPC NC - 274,327.163 767,955.366 MT 1.00001244 +1 00 59.1 AF8504;SPC NC - 900,021.70 2,519,533.56 sFT 1.00001244 +1 00 59.1 AF8504;UTM 18 - 4,009,585.127 298,730.100 MT 1.00009915 -1 19 23.2 AF8504 AF8504! - Elev Factor x Scale Factor = Combined Factor AF8504!SPC NC - 1.00000103 x 1.00001244 = 1.00001347 AF8504!UTM 18 - 1.00000103 x 1.00009915 = 1.00010018 AF8504 AF8504 SUPERSEDED SURVEY CONTROL AF8504 AF8504.No superseded survey control is available for this station. AF8504 AF8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9873009585(NAD 83) AF8504_MARKER: DH = HORIZONTAL CONTROL DISK AF8504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8504_STAMPING: REMOTE 1987 AF8504_MARK LOGO: NCGS AF8504_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8504+STABILITY: SURFACE MOTION AF8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8504+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1993 AF8504 AF8504 HISTORY - Date Condition Report By AF8504 HISTORY - 1987 MONUMENTED NCGS AF8504 HISTORY - 19930330 GOOD NCGS AF8504 AF8504 STATION DESCRIPTION AF8504 AF8504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8504'STATION IS LOCATED IN ROXOBEL, ALONG THE RAILROAD 0.4 MI (0.6 KM) AF8504'NORTH-NORTHWEST OF THE SR 1208 (CHURCH STREET) GRADE CROSSING, AT THE AF8504'END OF SR 1251 (RAILROAD ROAD), IN THE NORTHWEST QUADRANT OF THE GRADE AF8504'CROSSING. MARK IS RECESSED 6 INCHES BELOW GROUND AND 1 FOOT (0.3 M) AF8504'LOWER THAN THE CROSSING. LOCATED 4.2 FT (1.3 M) WEST-SOUTHWEST OF THE AF8504'WEST RAIL, 20.0 FT (6.1 M) NORTHWEST OF THE CENTER OF THE CROSSING, AF8504'9.2 FT (2.8 M) SOUTHEAST OF THE NORTH END OF A ROAD CULVERT, 27.5 FT AF8504'(8.4 M) NORTH OF A CROSSING SIGN POST, AND 44.6 FT (13.6 M) NORTHEAST AF8504'OF A TELEPHONE PEDESTAL. AF8504 AF8504 STATION RECOVERY (1993) AF8504 AF8504'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AF8504'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2906 *********************************************************************** FX2906 DESIGNATION - RIVER FX2906 PID - FX2906 FX2906 STATE/COUNTY- NC/BERTIE FX2906 USGS QUAD - EDENHOUSE (1982) FX2906 FX2906 *CURRENT SURVEY CONTROL FX2906 ___________________________________________________________________ FX2906* NAD 83(1986)- 36 02 33.54334(N) 076 42 24.16148(W) ADJUSTED FX2906* NAVD 88 - 2.812 (meters) 9.23 (feet) ADJUSTED FX2906 ___________________________________________________________________ FX2906 LAPLACE CORR- -3.12 (seconds) DEFLEC99 FX2906 GEOID HEIGHT- -36.50 (meters) GEOID03 FX2906 DYNAMIC HT - 2.810 (meters) 9.22 (feet) COMP FX2906 MODELED GRAV- 979,806.2 (mgal) NAVD 88 FX2906 FX2906 HORZ ORDER - SECOND FX2906 VERT ORDER - SECOND CLASS II FX2906 FX2906.The North Carolina HARNS have been completed but, FX2906.due to contractual restrictions, coordinates for these stations FX2906.will NOT be published in the near future. In the interim, the FX2906.published coordinates in North Carolina will not be FX2906.consistent with the Continuously Operating Reference Stations FX2906.(CORS). The HARN coordinates for these stations are available FX2906.upon request. Contact Gary Thompson(919-733-3836). FX2906. FX2906.In addition, the published North Carolina positions FX2906.(NAD 83 (1986)) are NOT consistent with those determined in FX2906.adjacent state readjustments. The discontinuity between stations FX2906.located in North Carolina and those in adjacent states FX2906.which have been adjusted to the HARN may be as much as 5 FX2906.decimeters. This will result in a significant loss of accuracy FX2906.over lines crossing such state borders. FX2906 FX2906 FX2906.The horizontal coordinates were established by classical geodetic methods FX2906.and adjusted by the National Geodetic Survey in January 1991. FX2906 FX2906.The orthometric height was determined by differential leveling FX2906.and adjusted by the National Geodetic Survey in June 1991. FX2906 FX2906.The Laplace correction was computed from DEFLEC99 derived deflections. FX2906 FX2906.The geoid height was determined by GEOID03. FX2906 FX2906.The dynamic height is computed by dividing the NAVD 88 FX2906.geopotential number by the normal gravity value computed on the FX2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2906.degrees latitude (g = 980.6199 gals.). FX2906 FX2906.The modeled gravity was interpolated from observed gravity values. FX2906 FX2906; North East Units Scale Factor Converg. FX2906;SPC NC - 256,719.952 816,236.125 MT 0.99996775 +1 19 25.0 FX2906;SPC NC - 842,255.38 2,677,934.69 sFT 0.99996775 +1 19 25.0 FX2906;UTM 18 - 3,990,026.646 346,253.961 MT 0.99989126 -1 00 15.9 FX2906 FX2906! - Elev Factor x Scale Factor = Combined Factor FX2906!SPC NC - 1.00000529 x 0.99996775 = 0.99997304 FX2906!UTM 18 - 1.00000529 x 0.99989126 = 0.99989655 FX2906 FX2906 SUPERSEDED SURVEY CONTROL FX2906 FX2906 NGVD 29 (01/18/91) 3.16 (m) 10.4 (f) LEVELING 3 FX2906 FX2906.Superseded values are not recommended for survey control. FX2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2906.See file dsdata.txt to determine how the superseded data were derived. FX2906 FX2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4625490027(NAD 83) FX2906_MARKER: DE = TRAVERSE STATION DISK FX2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2906_SP_SET: CONCRETE POST FX2906_STAMPING: RIVER 1980 FX2906_MARK LOGO: NCGS FX2906_PROJECTION: RECESSED 15 CENTIMETERS FX2906_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2906+STABILITY: SURFACE MOTION FX2906 FX2906 HISTORY - Date Condition Report By FX2906 HISTORY - 1980 MONUMENTED NCGS FX2906 HISTORY - 1980 GOOD NCGS FX2906 FX2906 STATION DESCRIPTION FX2906 FX2906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2906'STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF MERRY HILL AND FX2906'6.0 MILES WEST-SOUTHWEST OF EDENTON. FX2906' FX2906'STATION IS AT THE SOUTHWEST END OF THE US 17 BRIDGE OVER THE CHOWAN FX2906'RIVER. FX2906' FX2906'STATION MARK IS A STANDARD DISK STAMPED---RIVER 1980---SET IN THE TOP FX2906'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2906'SURFACE. MARK IS 16.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF FX2906'US 17, 2.8 FEET SOUTHWEST OF WEST END OF NORTH WHEEL GUARD, 17.8 FEET FX2906'WEST-SOUTHWEST OF WEST END OF NORTH BRIDGE RAIL AND 57.2 FEET NORTH OF FX2906'TELEPHONE POLE 129-1/2 WITH REFERENCE TAG. FX2906 FX2906 STATION RECOVERY (1980) FX2906 FX2906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2906'4.1 MI NE FROM MERRY HILL. FX2906'6.0 MILES WEST-SOUTHWEST OF EDENTON. FX2906'STATION IS AT THE SOUTHWEST END OF THE US 17 BRIDGE OVER THE CHOWAN FX2906'RIVER, 16.0 FEET NORTH-NORTHWEST OF CENTERLINE OF US 17, 2.8 FEET FX2906'SOUTHWEST OF WEST END OF NORTH WHEEL GUARD, 17.8 FEET WEST-SOUTHWEST FX2906'OF WEST END OF NORTH BRIDGE RAIL AND 57.2 FEET NORTH OF TELEPHONE FX2906'POLE 129 1/2 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3975 *********************************************************************** EY3975 DESIGNATION - ROANOKE RIVER LIGHTHOUSE EY3975 PID - EY3975 EY3975 STATE/COUNTY- NC/BERTIE EY3975 USGS QUAD - WESTOVER (1978) EY3975 EY3975 *CURRENT SURVEY CONTROL EY3975 ___________________________________________________________________ EY3975* NAD 83(1986)- 35 57 01.93629(N) 076 41 39.07794(W) ADJUSTED EY3975* NAVD 88 - 3. (meters) 10. (feet) SCALED EY3975 ___________________________________________________________________ EY3975 LAPLACE CORR- -2.95 (seconds) DEFLEC99 EY3975 GEOID HEIGHT- -36.63 (meters) GEOID03 EY3975 EY3975 HORZ ORDER - THIRD EY3975 EY3975.The North Carolina HARNS have been completed but, EY3975.due to contractual restrictions, coordinates for these stations EY3975.will NOT be published in the near future. In the interim, the EY3975.published coordinates in North Carolina will not be EY3975.consistent with the Continuously Operating Reference Stations EY3975.(CORS). The HARN coordinates for these stations are available EY3975.upon request. Contact Gary Thompson(919-733-3836). EY3975. EY3975.In addition, the published North Carolina positions EY3975.(NAD 83 (1986)) are NOT consistent with those determined in EY3975.adjacent state readjustments. The discontinuity between stations EY3975.located in North Carolina and those in adjacent states EY3975.which have been adjusted to the HARN may be as much as 5 EY3975.decimeters. This will result in a significant loss of accuracy EY3975.over lines crossing such state borders. EY3975 EY3975 EY3975.The horizontal coordinates were established by classical geodetic methods EY3975.and adjusted by the National Geodetic Survey in July 1986. EY3975 EY3975.The orthometric height was scaled from a topographic map. EY3975 EY3975.The Laplace correction was computed from DEFLEC99 derived deflections. EY3975 EY3975.The geoid height was determined by GEOID03. EY3975 EY3975; North East Units Scale Factor Converg. EY3975;SPC NC - 246,528.518 817,601.688 MT 0.99994684 +1 19 51.0 EY3975;SPC NC - 808,818.98 2,682,414.87 sFT 0.99994684 +1 19 51.0 EY3975;UTM 18 - 3,979,788.865 347,204.563 MT 0.99988768 -0 59 41.4 EY3975 EY3975! - Elev Factor x Scale Factor = Combined Factor EY3975!SPC NC - 1.00000533 x 0.99994684 = 0.99995217 EY3975!UTM 18 - 1.00000533 x 0.99988768 = 0.99989301 EY3975 EY3975: Primary Azimuth Mark Grid Az EY3975:SPC NC - SKINNER 2 055 42 06.5 EY3975:UTM 18 - SKINNER 2 058 01 38.9 EY3975 EY3975|---------------------------------------------------------------------| EY3975| PID Reference Object Distance Geod. Az | EY3975| dddmmss.s | EY3975| FX3849 SKINNER 2 APPROX.12.3 KM 0570157.5 | EY3975| EY3956 DRAW APPROX.10.4 KM 0670140.7 | EY3975|---------------------------------------------------------------------| EY3975 EY3975 SUPERSEDED SURVEY CONTROL EY3975 EY3975 NAD 27 - 35 57 01.34700(N) 076 41 40.29400(W) AD( ) 3 EY3975 EY3975.Superseded values are not recommended for survey control. EY3975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3975.See file dsdata.txt to determine how the superseded data were derived. EY3975 EY3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4720579789(NAD 83) EY3975_MARKER: 13 = LIGHTHOUSE EY3975 EY3975 HISTORY - Date Condition Report By EY3975 HISTORY - 1909 FIRST OBSERVED CGS EY3975 HISTORY - 1942 GOOD CGS EY3975 HISTORY - 1951 GOOD CGS EY3975 EY3975 STATION DESCRIPTION EY3975 EY3975'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JEW) EY3975'THIS LIGHTHOUSE HAS BEEN ABANDONED BY THE COAST GUARD. IT IS EY3975'NOW IN A VERY POOR STATE OF REPAIR. THE POINT USED BY THIS PARTY EY3975'WAS THE FINIAL OF THE LIGHT. EY3975 EY3975 STATION RECOVERY (1951) EY3975 EY3975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) EY3975'THE STATION WAS RECOVERED AS DESCRIBED BY J.E.W. IN 1942. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1963 *********************************************************************** EY1963 DESIGNATION - ROQUIST NCGS EY1963 PID - EY1963 EY1963 STATE/COUNTY- NC/BERTIE EY1963 USGS QUAD - WINDSOR SOUTH (1978) EY1963 EY1963 *CURRENT SURVEY CONTROL EY1963 ___________________________________________________________________ EY1963* NAD 83(1986)- 35 56 29.01378(N) 076 57 42.20630(W) ADJUSTED EY1963* NAVD 88 - 4.566 (meters) 14.98 (feet) ADJUSTED EY1963 ___________________________________________________________________ EY1963 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EY1963 GEOID HEIGHT- -36.00 (meters) GEOID03 EY1963 DYNAMIC HT - 4.562 (meters) 14.97 (feet) COMP EY1963 MODELED GRAV- 979,818.9 (mgal) NAVD 88 EY1963 EY1963 HORZ ORDER - SECOND EY1963 VERT ORDER - SECOND CLASS II EY1963 EY1963.The North Carolina HARNS have been completed but, EY1963.due to contractual restrictions, coordinates for these stations EY1963.will NOT be published in the near future. In the interim, the EY1963.published coordinates in North Carolina will not be EY1963.consistent with the Continuously Operating Reference Stations EY1963.(CORS). The HARN coordinates for these stations are available EY1963.upon request. Contact Gary Thompson(919-733-3836). EY1963. EY1963.In addition, the published North Carolina positions EY1963.(NAD 83 (1986)) are NOT consistent with those determined in EY1963.adjacent state readjustments. The discontinuity between stations EY1963.located in North Carolina and those in adjacent states EY1963.which have been adjusted to the HARN may be as much as 5 EY1963.decimeters. This will result in a significant loss of accuracy EY1963.over lines crossing such state borders. EY1963 EY1963 EY1963.The horizontal coordinates were established by classical geodetic methods EY1963.and adjusted by the National Geodetic Survey in January 1991. EY1963 EY1963.The orthometric height was determined by differential leveling EY1963.and adjusted by the National Geodetic Survey in June 1991. EY1963 EY1963.The Laplace correction was computed from DEFLEC99 derived deflections. EY1963 EY1963.The geoid height was determined by GEOID03. EY1963 EY1963.The dynamic height is computed by dividing the NAVD 88 EY1963.geopotential number by the normal gravity value computed on the EY1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1963.degrees latitude (g = 980.6199 gals.). EY1963 EY1963.The modeled gravity was interpolated from observed gravity values. EY1963 EY1963; North East Units Scale Factor Converg. EY1963;SPC NC - 244,986.008 793,492.533 MT 0.99994491 +1 10 35.2 EY1963;SPC NC - 803,758.26 2,603,316.75 sFT 0.99994491 +1 10 35.2 EY1963;UTM 18 - 3,979,226.500 323,052.909 MT 0.99998582 -1 09 06.3 EY1963 EY1963! - Elev Factor x Scale Factor = Combined Factor EY1963!SPC NC - 1.00000493 x 0.99994491 = 0.99994984 EY1963!UTM 18 - 1.00000493 x 0.99998582 = 0.99999075 EY1963 EY1963 SUPERSEDED SURVEY CONTROL EY1963 EY1963 NGVD 29 (01/18/91) 4.90 (m) 16.1 (f) LEVELING 3 EY1963 EY1963.Superseded values are not recommended for survey control. EY1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1963.See file dsdata.txt to determine how the superseded data were derived. EY1963 EY1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2305379227(NAD 83) EY1963_MARKER: DE = TRAVERSE STATION DISK EY1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1963_SP_SET: CONCRETE POST EY1963_STAMPING: ROQUIST 1980 EY1963_MARK LOGO: NCGS EY1963_PROJECTION: RECESSED 15 CENTIMETERS EY1963_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1963+STABILITY: SURFACE MOTION EY1963 EY1963 HISTORY - Date Condition Report By EY1963 HISTORY - 1980 MONUMENTED NCGS EY1963 HISTORY - 1980 GOOD NCGS EY1963 HISTORY - 19870414 GOOD USPSQD EY1963 HISTORY - 19950508 GOOD USPSQD EY1963 EY1963 STATION DESCRIPTION EY1963 EY1963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1963'STATION IS LOCATED APPROXIMATELY 3.9 MILES SOUTH OF WINDSOR AND 8.1 EY1963'MILES NORTHEAST OF WILLIAMSTON. EY1963' EY1963'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1963'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1963'FOR 3.05 MILES TO STATION IN THE LEFT SHOULDER AT THE SOUTHWEST END OF EY1963'GUARD RAIL FOR ROQUIST CREEK BRIDGE. EY1963' EY1963'STATION MARK IS A STANDARD DISK STAMPED---ROQUIST 1980---SET IN THE EY1963'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EY1963'THE MARK IS 27.0 FEET SOUTHEAST OF THE CENTERLINE OF NORTH BOUND EY1963'LANES, 4.5 FEET WEST-SOUTHWEST OF SOUTHWEST END OF GUARD RAIL AND EY1963'204.0 FEET SOUTHWEST OF SOUTHWEST END OF SOUTHEAST BRIDGE RAIL. EY1963 EY1963 STATION RECOVERY (1980) EY1963 EY1963'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1963'3.9 MI SOUTH FROM WINDSOR. EY1963'8.1 MILES NORTHEAST OF WILLIAMSTON. EY1963'3.05 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION WITH US 13 EY1963'NORTH BYPASS SOUTHWEST OF WINDSOR, IN THE LEFT SHOULDER AT THE EY1963'SOUTHWEST END OF GUARD RAIL FOR ROQUIST CREEK BRIDGE, 27.0 FEET EY1963'SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES, 4.5 FEET WEST-SOUTHWEST EY1963'OF SOUTHWEST END OF GUARD RAIL AND 204.0 FEET SOUTHWEST OF SOUTHWEST EY1963'END OF SOUTHEAST BRIDGE RAIL. EY1963 EY1963 STATION RECOVERY (1987) EY1963 EY1963'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EY1963'RECOVERED IN GOOD CONDITION. EY1963 EY1963 STATION RECOVERY (1995) EY1963 EY1963'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1963'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3886 *********************************************************************** FX3886 DESIGNATION - ROSEMEADE LOOKOUT TOWER FX3886 PID - FX3886 FX3886 STATE/COUNTY- NC/BERTIE FX3886 USGS QUAD - COLERAIN (1982) FX3886 FX3886 *CURRENT SURVEY CONTROL FX3886 ___________________________________________________________________ FX3886* NAD 83(1986)- 36 10 57.98149(N) 076 51 58.64183(W) ADJUSTED FX3886* NAVD 88 - FX3886 ___________________________________________________________________ FX3886 LAPLACE CORR- -5.43 (seconds) DEFLEC99 FX3886 GEOID HEIGHT- -35.90 (meters) GEOID03 FX3886 FX3886 HORZ ORDER - THIRD FX3886 FX3886.The North Carolina HARNS have been completed but, FX3886.due to contractual restrictions, coordinates for these stations FX3886.will NOT be published in the near future. In the interim, the FX3886.published coordinates in North Carolina will not be FX3886.consistent with the Continuously Operating Reference Stations FX3886.(CORS). The HARN coordinates for these stations are available FX3886.upon request. Contact Gary Thompson(919-733-3836). FX3886. FX3886.In addition, the published North Carolina positions FX3886.(NAD 83 (1986)) are NOT consistent with those determined in FX3886.adjacent state readjustments. The discontinuity between stations FX3886.located in North Carolina and those in adjacent states FX3886.which have been adjusted to the HARN may be as much as 5 FX3886.decimeters. This will result in a significant loss of accuracy FX3886.over lines crossing such state borders. FX3886 FX3886 FX3886.The horizontal coordinates were established by classical geodetic methods FX3886.and adjusted by the National Geodetic Survey in July 1986. FX3886 FX3886 FX3886.The Laplace correction was computed from DEFLEC99 derived deflections. FX3886 FX3886.The geoid height was determined by GEOID03. FX3886 FX3886; North East Units Scale Factor Converg. FX3886;SPC NC - 271,943.582 801,525.627 MT 1.00000453 +1 13 53.5 FX3886;SPC NC - 892,201.57 2,629,671.99 sFT 1.00000453 +1 13 53.5 FX3886;UTM 18 - 4,005,834.868 332,175.688 MT 0.99994704 -1 06 07.4 FX3886 FX3886 SUPERSEDED SURVEY CONTROL FX3886 FX3886 NAD 27 - 36 10 57.41700(N) 076 51 59.81100(W) AD( ) 3 FX3886 FX3886.Superseded values are not recommended for survey control. FX3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3886.See file dsdata.txt to determine how the superseded data were derived. FX3886 FX3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3217605835(NAD 83) FX3886_MARKER: 57 = LOOKOUT TOWER FX3886 FX3886 HISTORY - Date Condition Report By FX3886 HISTORY - 1959 FIRST OBSERVED CGS FX3886 FX3886 STATION DESCRIPTION FX3886 FX3886'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX3886'THE STATION IS THE LOOKOUT TOWER ABOUT 5 MILES SOUTHEAST OF FX3886'POWELLSVILLE, AND 5 MILES WEST OF COLERAIN, IN THE VILLAGE OF FX3886'ROSEMEADE. THE LOOKOUT TOWER IS A SQUARE METAL CABIN SUPPORTED BY FX3886'A 4-LEGGED STEEL STRUCTURE AND IS 110 FEET IN HEIGHT OVERALL. THE FX3886'CUPOLA ON THE TOP OF THE CABIN WAS POINT LOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8459 *********************************************************************** AF8459 DESIGNATION - ROTTEN AF8459 PID - AF8459 AF8459 STATE/COUNTY- NC/BERTIE AF8459 USGS QUAD - KELFORD (1973) AF8459 AF8459 *CURRENT SURVEY CONTROL AF8459 ___________________________________________________________________ AF8459* NAD 83(1986)- 36 12 53.18392(N) 077 13 34.31275(W) ADJUSTED AF8459* NAVD 88 - 30.2 (meters) 99. (feet) VERT ANG AF8459 ___________________________________________________________________ AF8459 LAPLACE CORR- -1.70 (seconds) DEFLEC99 AF8459 GEOID HEIGHT- -35.02 (meters) GEOID03 AF8459 AF8459 HORZ ORDER - SECOND AF8459 AF8459.The North Carolina HARNS have been completed but, AF8459.due to contractual restrictions, coordinates for these stations AF8459.will NOT be published in the near future. In the interim, the AF8459.published coordinates in North Carolina will not be AF8459.consistent with the Continuously Operating Reference Stations AF8459.(CORS). The HARN coordinates for these stations are available AF8459.upon request. Contact Gary Thompson(919-733-3836). AF8459. AF8459.In addition, the published North Carolina positions AF8459.(NAD 83 (1986)) are NOT consistent with those determined in AF8459.adjacent state readjustments. The discontinuity between stations AF8459.located in North Carolina and those in adjacent states AF8459.which have been adjusted to the HARN may be as much as 5 AF8459.decimeters. This will result in a significant loss of accuracy AF8459.over lines crossing such state borders. AF8459 AF8459 AF8459.The horizontal coordinates were established by classical geodetic methods AF8459.and adjusted by the National Geodetic Survey in June 1998. AF8459 AF8459.The orthometric height was determined by vertical angle observations. AF8459 AF8459.The Laplace correction was computed from DEFLEC99 derived deflections. AF8459 AF8459.The geoid height was determined by GEOID03. AF8459 AF8459; North East Units Scale Factor Converg. AF8459;SPC NC - 274,856.775 769,092.682 MT 1.00001378 +1 01 25.6 AF8459;SPC NC - 901,759.27 2,523,264.91 sFT 1.00001378 +1 01 25.6 AF8459;UTM 18 - 4,010,067.911 299,888.183 MT 1.00009342 -1 18 56.5 AF8459 AF8459! - Elev Factor x Scale Factor = Combined Factor AF8459!SPC NC - 1.00000076 x 1.00001378 = 1.00001454 AF8459!UTM 18 - 1.00000076 x 1.00009342 = 1.00009418 AF8459 AF8459 SUPERSEDED SURVEY CONTROL AF8459 AF8459.No superseded survey control is available for this station. AF8459 AF8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9988810068(NAD 83) AF8459_MARKER: DH = HORIZONTAL CONTROL DISK AF8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8459_STAMPING: ROTTEN 1987 AF8459_MARK LOGO: NCGS AF8459_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8459+STABILITY: SURFACE MOTION AF8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8459+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8459 AF8459 HISTORY - Date Condition Report By AF8459 HISTORY - 1987 MONUMENTED NCGS AF8459 AF8459 STATION DESCRIPTION AF8459 AF8459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8459'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHEAST OF ROXOBEL. PROCEED AF8459'ALONG SR 1208 (CHURCH STREET) FOR 0.65 MI (1.05 KM) EAST FROM NC 308 AF8459'(MAIN STREET) IN ROXOBEL, THENCE NORTHEAST FOR 0.8 MI (1.3 KM) ALONG AF8459'SR 1249 (TYLER SCHOOL ROAD), AND STATION ON NORTHEAST SIDE OF THE AF8459'T-INTERSECTION WITH SR 1206 (BAKER ROAD). MARK IS RECESSED 3 INCHES AF8459'BELOW GROUND AND ABOUT LEVEL WITH THE ROAD. LOCATED 13.0 FT (4.0 M) AF8459'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 374.0 FT (114.0 M) NORTHEAST AF8459'OF THE CENTERLINE OF T-INTERSECTION--AND 37.3 FT (11.4 M) SOUTHEAST OF AF8459'A POWER POLE, 63.4 FT (19.3 M) SOUTHWEST OF A TELPHONE PEDESTAL AF8459'ATTACHED TO A POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5326 *********************************************************************** FX5326 DESIGNATION - ROX FX5326 PID - FX5326 FX5326 STATE/COUNTY- NC/BERTIE FX5326 USGS QUAD - KELFORD (1973) FX5326 FX5326 *CURRENT SURVEY CONTROL FX5326 ___________________________________________________________________ FX5326* NAD 83(1986)- 36 10 56.97007(N) 077 08 07.10324(W) ADJUSTED FX5326* NAVD 88 - 21.18 (+/-2cm) 69.5 (feet) VERTCON FX5326 ___________________________________________________________________ FX5326 LAPLACE CORR- -2.51 (seconds) DEFLEC99 FX5326 GEOID HEIGHT- -35.19 (meters) GEOID03 FX5326 FX5326 HORZ ORDER - SECOND FX5326 VERT ORDER - THIRD ? (See Below) FX5326 FX5326.The North Carolina HARNS have been completed but, FX5326.due to contractual restrictions, coordinates for these stations FX5326.will NOT be published in the near future. In the interim, the FX5326.published coordinates in North Carolina will not be FX5326.consistent with the Continuously Operating Reference Stations FX5326.(CORS). The HARN coordinates for these stations are available FX5326.upon request. Contact Gary Thompson(919-733-3836). FX5326. FX5326.In addition, the published North Carolina positions FX5326.(NAD 83 (1986)) are NOT consistent with those determined in FX5326.adjacent state readjustments. The discontinuity between stations FX5326.located in North Carolina and those in adjacent states FX5326.which have been adjusted to the HARN may be as much as 5 FX5326.decimeters. This will result in a significant loss of accuracy FX5326.over lines crossing such state borders. FX5326 FX5326 FX5326.The horizontal coordinates were established by classical geodetic methods FX5326.and adjusted by the National Geodetic Survey in January 1991. FX5326 FX5326.The NAVD 88 height was computed by applying the VERTCON shift value to FX5326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5326.The vertical order pertains to the NGVD 29 superseded value. FX5326 FX5326.The Laplace correction was computed from DEFLEC99 derived deflections. FX5326 FX5326.The geoid height was determined by GEOID03. FX5326 FX5326; North East Units Scale Factor Converg. FX5326;SPC NC - 271,425.090 777,331.541 MT 1.00000445 +1 04 34.5 FX5326;SPC NC - 890,500.48 2,550,295.23 sFT 1.00000445 +1 04 34.5 FX5326;UTM 18 - 4,006,302.689 307,980.690 MT 1.00005432 -1 15 39.5 FX5326 FX5326! - Elev Factor x Scale Factor = Combined Factor FX5326!SPC NC - 1.00000220 x 1.00000445 = 1.00000665 FX5326!UTM 18 - 1.00000220 x 1.00005432 = 1.00005652 FX5326 FX5326 SUPERSEDED SURVEY CONTROL FX5326 FX5326 NGVD 29 (01/18/91) 21.54 (m) 70.7 (f) LEVELING 3 FX5326 FX5326.Superseded values are not recommended for survey control. FX5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5326.See file dsdata.txt to determine how the superseded data were derived. FX5326 FX5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0798106303(NAD 83) FX5326_MARKER: DE = TRAVERSE STATION DISK FX5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5326_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5326_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5326+STABILITY: SURFACE MOTION FX5326 FX5326 HISTORY - Date Condition Report By FX5326 HISTORY - 1980 MONUMENTED NCGS FX5326 HISTORY - 1985 GOOD USPSQD FX5326 FX5326 STATION DESCRIPTION FX5326 FX5326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5326'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES NORTH-NORTHEAST OF FX5326'LEWISTON AND 3.4 MILES SOUTH-SOUTHWEST OF AULANDER. FX5326' FX5326'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 305 FX5326'SOUTHEAST OF AULANDER, PROCEED SOUTHWEST ALONG NC 11-42 FOR 2.9 MILES FX5326'TO SR 1208 ON THE RIGHT AND A STATION ON THE LEFT ON PROLONGATION OF FX5326'THE CENTERLINE OF SR 1208 AND 0.1 MILE SOUTHWEST OF NC 11 BUSINESS FX5326'AND SR 1209 CROSSROAD. FX5326' FX5326'STATION MARK IS A STANDARD DISK STAMPED---ROX 1980---, SET IN THE TOP FX5326'OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND FX5326'SURFACE. THE MARK IS 57.4 FEET SOUTHEAST OF THE CENTERLINE OF FX5326'NC 11-42, 48.7 FEET SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG, FX5326'36.3 FEET NORTH OF AN 8 INCH OAK WITH REFERENCE TAG AND 104.4 FEET FX5326'EAST OF THE EAST END OF A CONCRETE TRAFFIC ISLAND OF SR 1208. FX5326 FX5326 STATION RECOVERY (1985) FX5326 FX5326'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX5326'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4163 *********************************************************************** FX4163 DESIGNATION - ROXOBEL FX4163 PID - FX4163 FX4163 STATE/COUNTY- NC/BERTIE FX4163 USGS QUAD - KELFORD (1973) FX4163 FX4163 *CURRENT SURVEY CONTROL FX4163 ___________________________________________________________________ FX4163* NAD 83(1986)- 36 11 52.54541(N) 077 14 05.24817(W) ADJUSTED FX4163* NAVD 88 - 28.7 (meters) 94. (feet) VERT ANG FX4163 ___________________________________________________________________ FX4163 LAPLACE CORR- -1.60 (seconds) DEFLEC99 FX4163 GEOID HEIGHT- -35.04 (meters) GEOID03 FX4163 FX4163 HORZ ORDER - SECOND FX4163 FX4163.The North Carolina HARNS have been completed but, FX4163.due to contractual restrictions, coordinates for these stations FX4163.will NOT be published in the near future. In the interim, the FX4163.published coordinates in North Carolina will not be FX4163.consistent with the Continuously Operating Reference Stations FX4163.(CORS). The HARN coordinates for these stations are available FX4163.upon request. Contact Gary Thompson(919-733-3836). FX4163. FX4163.In addition, the published North Carolina positions FX4163.(NAD 83 (1986)) are NOT consistent with those determined in FX4163.adjacent state readjustments. The discontinuity between stations FX4163.located in North Carolina and those in adjacent states FX4163.which have been adjusted to the HARN may be as much as 5 FX4163.decimeters. This will result in a significant loss of accuracy FX4163.over lines crossing such state borders. FX4163 FX4163 FX4163.The horizontal coordinates were established by classical geodetic methods FX4163.and adjusted by the National Geodetic Survey in June 1998. FX4163 FX4163.The orthometric height was determined by vertical angle observations. FX4163 FX4163.The Laplace correction was computed from DEFLEC99 derived deflections. FX4163 FX4163.The geoid height was determined by GEOID03. FX4163 FX4163; North East Units Scale Factor Converg. FX4163;SPC NC - 272,974.215 768,353.342 MT 1.00000887 +1 01 07.8 FX4163;SPC NC - 895,582.90 2,520,839.26 sFT 1.00000887 +1 01 07.8 FX4163;UTM 18 - 4,008,216.942 299,072.551 MT 1.00009746 -1 19 12.9 FX4163 FX4163! - Elev Factor x Scale Factor = Combined Factor FX4163!SPC NC - 1.00000100 x 1.00000887 = 1.00000987 FX4163!UTM 18 - 1.00000100 x 1.00009746 = 1.00009846 FX4163 FX4163: Primary Azimuth Mark Grid Az FX4163:SPC NC - ROXOBEL AZ MK 002 46 20.6 FX4163:UTM 18 - ROXOBEL AZ MK 005 06 41.3 FX4163 FX4163|---------------------------------------------------------------------| FX4163| PID Reference Object Distance Geod. Az | FX4163| dddmmss.s | FX4163| FX5050 ROXOBEL AZ MK 0034728.4 | FX4163| FX4157 AULANDER MUNICIPAL TANK APPROX.11.1 KM 0742122.9 | FX4163| FX4161 WOODVILLE GILLAM PEANUT PLT TK APPROX.10.1 KM 1514840.8 | FX4163| FX5051 ROXOBEL RM 1 43.321 METERS 22511 | FX4163| FX5052 ROXOBEL RM 2 43.163 METERS 32449 | FX4163|---------------------------------------------------------------------| FX4163 FX4163 SUPERSEDED SURVEY CONTROL FX4163 FX4163 NAD 83(1986)- 36 11 52.54780(N) 077 14 05.24736(W) AD( ) 2 FX4163 NAD 27 - 36 11 51.98540(N) 077 14 06.37400(W) AD( ) 2 FX4163 FX4163.Superseded values are not recommended for survey control. FX4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4163.See file dsdata.txt to determine how the superseded data were derived. FX4163 FX4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9907308217(NAD 83) FX4163_MARKER: DS = TRIANGULATION STATION DISK FX4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4163_STAMPING: ROXOBEL 1959 FX4163_MARK LOGO: CGS FX4163_MAGNETIC: O = OTHER; SEE DESCRIPTION FX4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4163+STABILITY: SURFACE MOTION FX4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX4163+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1987 FX4163 FX4163 HISTORY - Date Condition Report By FX4163 HISTORY - 1959 MONUMENTED CGS FX4163 HISTORY - 19870313 GOOD NCGS FX4163 HISTORY - 19930329 GOOD NCGS FX4163 FX4163 STATION DESCRIPTION FX4163 FX4163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX4163'THE STATION IS ABOUT 1 MILE SOUTHEAST OF ROXOBEL, IN THE FX4163'SOUTHEAST ANGLE OF A T-INTERSECTION, ON PROPERTY OWNED BY FX4163'MR. J.M. BROWN. FX4163' FX4163'TO REACH THE STATION FROM THE STOP LIGHT NORTH OF THE POST FX4163'OFFICE IN ROXOBEL, GO EASTERLY ON THE BLACKTOP ROAD 0.6 MILE FX4163'TO A CROSSROAD. TURN RIGHT AND GO SOUTHERLY ON THE BLACKTOP ROAD FX4163'0.15 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON THE FX4163'RIGHT. CONTINUE SOUTHERLY ON THE BLACKTOP ROAD 0.35 MILE TO THE FX4163'T-INTERSECTION AND THE STATION IN THE SOUTHEAST ANGLE OF THE FX4163'INTERSECTION. FX4163' FX4163'STATION MARKS ARE STANDARD DISKS STAMPED ROXOBEL 1959. THE FX4163'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS FX4163'4 INCHES. IT IS 129.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A FX4163'BRICK HOUSE, 111 FEET NORTHEAST OF A TELEPHONE POLE, 62 FEET FX4163'EAST OF THE CENTERLINE OF THE BLACKTOP ROAD AND 53 FEET SOUTH OF FX4163'THE CENTER OF THE DIRT ROAD. THE UNDERGROUND DISK IS SET IN AN FX4163'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF FX4163'THE GROUND. A STANDARD METAL WITNESS POST WAS SET 2.5 FEET FX4163'SOUTH OF THE MARK. FX4163' FX4163'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROXOBEL NO 1 1959, FX4163'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE FX4163'OF THE GROUND. IT IS 31 FEET WEST OF THE CENTERLINE OF THE FX4163'BLACKTOP ROAD, 4 FEET SOUTH OF A METAL, CORNER FENCE POST AT FX4163'THE NORTHEAST CORNER OF THE CEMETERY AND 6 INCHES EAST OF THE FX4163'METAL FENCE WHICH BORDERS THE CEMETERY. FX4163' FX4163'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROXOBEL NO 2 FX4163'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT FX4163'IS 76 FEET NORTHWEST OF THE CENTER OF THE T-INTERSECTION AND 33 FX4163'FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD. FX4163' FX4163'AZIMUTH MARK, A STANDARD DISK STAMPED ROXOBEL 1959, IS SET IN A FX4163'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 172 FEET FX4163'NORTHWEST OF THE CENTER OF THE RAILROAD CROSSING, 53 FEET WEST FX4163'OF THE CENTERLINE OF THE BLACKTOP ROAD, 45 FEET NORTHEAST OF FX4163'THE NORTHEAST RAIL OF THE RAILROAD TRACK AND 1 FOOT SOUTH OF FX4163'AN 8-INCH POST. A STANDARD METAL WITNESS POST WAS SET 1.6 FX4163'FEET NORTH OF THE MARK. FX4163' FX4163'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FX4163 FX4163 STATION RECOVERY (1987) FX4163 FX4163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) FX4163'STATION SURFACE MARK, UNDERGROUND MARK, 2 REFERENCE MARKS, AND AN FX4163'AZIMUTH MARK WERE ESTABLISHED IN 1959. RECOVERY BY NCGS IN 1987 AND FX4163'AGAIN IN 1992 FOUND STATION AND REFERENCE MARKS IN GOOD CONDITION. FX4163'AZIMUTH MARK WAS NOT FOUND AND BELIEVED TO BE DESTROYED BY RAILROAD FX4163'AND/OR HIGHWAY CONSTRUCTION AT THE GRADE CROSSING. A COMPLETE NEW FX4163'DESCRIPTION FOLLOWS. 1959 OBJECT OBSERVED BEARING DISTANCE-FEET FX4163'DIRECTION SWAMP 000 00 FX4163'00 RM 2 NW 141.62 031 46 00 RM 1 FX4163'SW 142.14 292 08 05 1987 OBSERVATIONS BELL NCGS FX4163'N 1721.67 000 00 00 RM 1 SW FX4163'142.13 220 24 40.4 RM 2 NW 141.61 FX4163'320 02 31.2 STATION IS LOCATED IN SOUTHEAST ROXOBEL, IN THE SOUTHEAST FX4163'QUADRANT OF THE T-INTERSECTION OF SR 1205 (CEMETERY ROAD) WITH SR FX4163'1248, NORTHEAST OF AND ACROSS THE ROAD FROM THE ROXOBEL-KELFORD FX4163'CEMETERY. MARK IS PROJECTING 2 INCHES ABOVE THE GROUND AND LEVEL WITH FX4163'THE ROAD. LOCATED 61.5 FT (18.7 M) EAST OF THE CENTERLINE OF SR 1205, FX4163'50.5 FT (15.4 M) SOUTH OF THE CENTERLINE OF SR 1248--AND 23.3 FT (7.1 FX4163'M) NORTHWEST OF A 12-INCH GUM, 29.0 FT (8.8 M) NORTH OF AN 8-INCH FX4163'GUM--BOTH WITH REFERENCE TAGS. RM 1 IS A STANDARD REFERENCE DISK FX4163'STAMPED--ROXOBEL NO 1 1959--, SET IN TOP OF A SQUARE CONCRETE POST FX4163'FLUSH WITH THE GROUND. LOCATED BESIDE THE CEMETERY (ENCLOSED IN A FX4163'CHAIN LINK FENCE), 31.5 FT (9.6 M) WEST OF THE CENTERLINE OF SR 1205, FX4163'1.0 FOOT (0.3 M) EAST OF THE FENCE, AND 3.8 FT (1.2 M) SOUTH OF THE FX4163'NORTHEAST FENCE CORNER. RM 2 IS A STANDARD REFERENCE DISK FX4163'STAMPED--ROXOBEL NO 2 1959--, SET IN TOP OF A SQUARE CONCRETE POST FX4163'PROJECTING 4 INCHES. LOCATED 33.0 FT (10.1 M) WEST OF THE CENTERLINE FX4163'OF SR 1205--AND 9.5 FT (2.9 M) EAST OF A FORKED OAK, 27.0 FT (8.2 M) FX4163'SOUTH OF A 24-INCH OAK--BOTH WITH REFERENCE TAGS. NCGS STATION--BELL FX4163'1987--WILL SERVE AS AN AZIMUTH FOR THIS STATION. LOCATED 1722 FT FX4163'(524.9 M) NORTH OF THE STATION AT THE RAILROAD GRADE CROSSING. SEE FX4163'PUBLISHED DESCRIPTION FOR LOCATION AND POSITION DATA. FX4163 FX4163 STATION RECOVERY (1993) FX4163 FX4163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX4163'RECOVERED AS DESCRIBED. AZIMUTH MARK HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8518 *********************************************************************** AF8518 DESIGNATION - ROXOBEL MUNICIPAL TANK AF8518 PID - AF8518 AF8518 STATE/COUNTY- NC/BERTIE AF8518 USGS QUAD - KELFORD (1973) AF8518 AF8518 *CURRENT SURVEY CONTROL AF8518 ___________________________________________________________________ AF8518* NAD 83(1986)- 36 12 13.38520(N) 077 14 33.90277(W) ADJUSTED AF8518* NAVD 88 - AF8518 ___________________________________________________________________ AF8518 LAPLACE CORR- -1.52 (seconds) DEFLEC99 AF8518 GEOID HEIGHT- -35.02 (meters) GEOID03 AF8518 AF8518 HORZ ORDER - THIRD AF8518 AF8518.The North Carolina HARNS have been completed but, AF8518.due to contractual restrictions, coordinates for these stations AF8518.will NOT be published in the near future. In the interim, the AF8518.published coordinates in North Carolina will not be AF8518.consistent with the Continuously Operating Reference Stations AF8518.(CORS). The HARN coordinates for these stations are available AF8518.upon request. Contact Gary Thompson(919-733-3836). AF8518. AF8518.In addition, the published North Carolina positions AF8518.(NAD 83 (1986)) are NOT consistent with those determined in AF8518.adjacent state readjustments. The discontinuity between stations AF8518.located in North Carolina and those in adjacent states AF8518.which have been adjusted to the HARN may be as much as 5 AF8518.decimeters. This will result in a significant loss of accuracy AF8518.over lines crossing such state borders. AF8518 AF8518 AF8518.The horizontal coordinates were established by classical geodetic methods AF8518.and adjusted by the National Geodetic Survey in June 1998. AF8518 AF8518 AF8518.The Laplace correction was computed from DEFLEC99 derived deflections. AF8518 AF8518.The geoid height was determined by GEOID03. AF8518 AF8518; North East Units Scale Factor Converg. AF8518;SPC NC - 273,603.765 767,626.208 MT 1.00001055 +1 00 51.2 AF8518;SPC NC - 897,648.35 2,518,453.65 sFT 1.00001055 +1 00 51.2 AF8518;UTM 18 - 4,008,875.705 298,371.655 MT 1.00010093 -1 19 30.5 AF8518 AF8518 SUPERSEDED SURVEY CONTROL AF8518 AF8518.No superseded survey control is available for this station. AF8518 AF8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9837208876(NAD 83) AF8518_MARKER: 53 = ELEVATED TANK AF8518 AF8518 HISTORY - Date Condition Report By AF8518 HISTORY - UNK FIRST OBSERVED AF8518 HISTORY - 19870313 GOOD NCGS AF8518 AF8518 STATION DESCRIPTION AF8518 AF8518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8518'LANDMARK IS AN ELEVATED WATER TANK ON 4 LEGS WITH A CENTER STANDPIPE, AF8518'AND PAINTED TAN. LOCATED IN ROXOBEL ON THE NORTH SIDE OF CHURCH AF8518'STREET, ABOUT 0.15 MI (0.24 KM) EAST OF MAIN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5051 *********************************************************************** FX5051 DESIGNATION - ROXOBEL RM 1 FX5051 PID - FX5051 FX5051 STATE/COUNTY- NC/BERTIE FX5051 USGS QUAD - KELFORD (1973) FX5051 FX5051 *CURRENT SURVEY CONTROL FX5051 ___________________________________________________________________ FX5051* NAD 83(1986)- 36 11 51.55479(N) 077 14 06.47826(W) ADJUSTED FX5051* NAVD 88 - 29. (meters) 95. (feet) SCALED FX5051 ___________________________________________________________________ FX5051 LAPLACE CORR- -1.59 (seconds) DEFLEC99 FX5051 GEOID HEIGHT- -35.04 (meters) GEOID03 FX5051 FX5051 HORZ ORDER - SECOND FX5051 FX5051.The North Carolina HARNS have been completed but, FX5051.due to contractual restrictions, coordinates for these stations FX5051.will NOT be published in the near future. In the interim, the FX5051.published coordinates in North Carolina will not be FX5051.consistent with the Continuously Operating Reference Stations FX5051.(CORS). The HARN coordinates for these stations are available FX5051.upon request. Contact Gary Thompson(919-733-3836). FX5051. FX5051.In addition, the published North Carolina positions FX5051.(NAD 83 (1986)) are NOT consistent with those determined in FX5051.adjacent state readjustments. The discontinuity between stations FX5051.located in North Carolina and those in adjacent states FX5051.which have been adjusted to the HARN may be as much as 5 FX5051.decimeters. This will result in a significant loss of accuracy FX5051.over lines crossing such state borders. FX5051 FX5051 FX5051.The horizontal coordinates were established by classical geodetic methods FX5051.and adjusted by the National Geodetic Survey in June 1998. FX5051 FX5051.The orthometric height was scaled from a topographic map. FX5051 FX5051.The Laplace correction was computed from DEFLEC99 derived deflections. FX5051 FX5051.The geoid height was determined by GEOID03. FX5051 FX5051; North East Units Scale Factor Converg. FX5051;SPC NC - 272,943.140 768,323.158 MT 1.00000880 +1 01 07.1 FX5051;SPC NC - 895,480.95 2,520,740.23 sFT 1.00000880 +1 01 07.1 FX5051;UTM 18 - 4,008,187.122 299,041.121 MT 1.00009761 -1 19 13.6 FX5051 FX5051! - Elev Factor x Scale Factor = Combined Factor FX5051!SPC NC - 1.00000100 x 1.00000880 = 1.00000980 FX5051!UTM 18 - 1.00000100 x 1.00009761 = 1.00009861 FX5051 FX5051 SUPERSEDED SURVEY CONTROL FX5051 FX5051.No superseded survey control is available for this station. FX5051 FX5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9904108187(NAD 83) FX5051_MARKER: DR = REFERENCE MARK DISK FX5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5051_STAMPING: ROXOBEL NO 1 1959 FX5051_MARK LOGO: CGS FX5051_MAGNETIC: N = NO MAGNETIC MATERIAL FX5051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5051+STABILITY: SURFACE MOTION FX5051 FX5051 HISTORY - Date Condition Report By FX5051 HISTORY - 1959 MONUMENTED CGS FX5051 HISTORY - 19870313 GOOD NCGS FX5051 FX5051 STATION DESCRIPTION FX5051 FX5051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) FX5051'STATION IS LOCATED IN SOUTHEAST ROXOBEL. AT THE T-INTERSECTION OF SR FX5051'1205 (CEMETERY ROAD) WITH SR 1248, AT THE ROXOBEL-KELFORD CEMETERY. FX5051'MARK IS FLUSH WITH THE GROUND. LOCATED BESIDE THE CEMETERY (ENCLOSED FX5051'IN A CHAIN LINK FENCE), 31.5 FT (9.6 M) WEST OF THE CENTERLINE OF SR FX5051'1205, 1.0 FT (0.3 M) EAST OF THE FENCE, AND 3.8 FT (1.2 M) SOUTH OF FX5051'THE NORTHEAST FENCE CORNER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5052 *********************************************************************** FX5052 DESIGNATION - ROXOBEL RM 2 FX5052 PID - FX5052 FX5052 STATE/COUNTY- NC/BERTIE FX5052 USGS QUAD - KELFORD (1973) FX5052 FX5052 *CURRENT SURVEY CONTROL FX5052 ___________________________________________________________________ FX5052* NAD 83(1986)- 36 11 53.68991(N) 077 14 06.24370(W) ADJUSTED FX5052* NAVD 88 - 29. (meters) 95. (feet) SCALED FX5052 ___________________________________________________________________ FX5052 LAPLACE CORR- -1.59 (seconds) DEFLEC99 FX5052 GEOID HEIGHT- -35.04 (meters) GEOID03 FX5052 FX5052 HORZ ORDER - SECOND FX5052 FX5052.The North Carolina HARNS have been completed but, FX5052.due to contractual restrictions, coordinates for these stations FX5052.will NOT be published in the near future. In the interim, the FX5052.published coordinates in North Carolina will not be FX5052.consistent with the Continuously Operating Reference Stations FX5052.(CORS). The HARN coordinates for these stations are available FX5052.upon request. Contact Gary Thompson(919-733-3836). FX5052. FX5052.In addition, the published North Carolina positions FX5052.(NAD 83 (1986)) are NOT consistent with those determined in FX5052.adjacent state readjustments. The discontinuity between stations FX5052.located in North Carolina and those in adjacent states FX5052.which have been adjusted to the HARN may be as much as 5 FX5052.decimeters. This will result in a significant loss of accuracy FX5052.over lines crossing such state borders. FX5052 FX5052 FX5052.The horizontal coordinates were established by classical geodetic methods FX5052.and adjusted by the National Geodetic Survey in June 1998. FX5052 FX5052.The orthometric height was scaled from a topographic map. FX5052 FX5052.The Laplace correction was computed from DEFLEC99 derived deflections. FX5052 FX5052.The geoid height was determined by GEOID03. FX5052 FX5052; North East Units Scale Factor Converg. FX5052;SPC NC - 273,009.045 768,327.847 MT 1.00000897 +1 01 07.2 FX5052;SPC NC - 895,697.18 2,520,755.61 sFT 1.00000897 +1 01 07.2 FX5052;UTM 18 - 4,008,252.787 299,048.497 MT 1.00009758 -1 19 13.5 FX5052 FX5052! - Elev Factor x Scale Factor = Combined Factor FX5052!SPC NC - 1.00000100 x 1.00000897 = 1.00000997 FX5052!UTM 18 - 1.00000100 x 1.00009758 = 1.00009858 FX5052 FX5052 SUPERSEDED SURVEY CONTROL FX5052 FX5052.No superseded survey control is available for this station. FX5052 FX5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9904808253(NAD 83) FX5052_MARKER: DR = REFERENCE MARK DISK FX5052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5052_STAMPING: ROXOBEL NO 2 1959 FX5052_MARK LOGO: CGS FX5052_MAGNETIC: N = NO MAGNETIC MATERIAL FX5052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5052+STABILITY: SURFACE MOTION FX5052 FX5052 HISTORY - Date Condition Report By FX5052 HISTORY - 1959 MONUMENTED CGS FX5052 HISTORY - 19870313 GOOD NCGS FX5052 FX5052 STATION DESCRIPTION FX5052 FX5052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) FX5052'STATION IS LOCATED IN SOUTHEAST ROXOBEL. AT THE T-INTERSECTION OF SR FX5052'1205 (CEMETERY ROAD) WITH SR 1248, AT THE ROXOBEL-KELFORD CEMETERY. FX5052'MARK PROJECTS 4 INCHES ABOVE GROUND. LOCATED 33.0 FT (10.1 M) WEST OF FX5052'THE CENTERLINE OF SR 1205--AND 9.5 FT (2.9 M) EAST OF A FORKED OAK, FX5052'27.0 FT (8.2 M) SOUTH OF A 24-INCH OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2788 *********************************************************************** FX2788 DESIGNATION - RUFFIN FX2788 PID - FX2788 FX2788 STATE/COUNTY- NC/BERTIE FX2788 USGS QUAD - POWELLSVILLE (1982) FX2788 FX2788 *CURRENT SURVEY CONTROL FX2788 ___________________________________________________________________ FX2788* NAD 83(1986)- 36 09 40.74458(N) 076 57 50.24833(W) ADJUSTED FX2788* NAVD 88 - 16.554 (meters) 54.31 (feet) ADJUSTED FX2788 ___________________________________________________________________ FX2788 LAPLACE CORR- -4.84 (seconds) DEFLEC99 FX2788 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2788 DYNAMIC HT - 16.541 (meters) 54.27 (feet) COMP FX2788 MODELED GRAV- 979,837.2 (mgal) NAVD 88 FX2788 FX2788 HORZ ORDER - SECOND FX2788 VERT ORDER - SECOND CLASS II FX2788 FX2788.The North Carolina HARNS have been completed but, FX2788.due to contractual restrictions, coordinates for these stations FX2788.will NOT be published in the near future. In the interim, the FX2788.published coordinates in North Carolina will not be FX2788.consistent with the Continuously Operating Reference Stations FX2788.(CORS). The HARN coordinates for these stations are available FX2788.upon request. Contact Gary Thompson(919-733-3836). FX2788. FX2788.In addition, the published North Carolina positions FX2788.(NAD 83 (1986)) are NOT consistent with those determined in FX2788.adjacent state readjustments. The discontinuity between stations FX2788.located in North Carolina and those in adjacent states FX2788.which have been adjusted to the HARN may be as much as 5 FX2788.decimeters. This will result in a significant loss of accuracy FX2788.over lines crossing such state borders. FX2788 FX2788 FX2788.The horizontal coordinates were established by classical geodetic methods FX2788.and adjusted by the National Geodetic Survey in January 1991. FX2788 FX2788.The orthometric height was determined by differential leveling FX2788.and adjusted by the National Geodetic Survey in June 1991. FX2788 FX2788.The Laplace correction was computed from DEFLEC99 derived deflections. FX2788 FX2788.The geoid height was determined by GEOID03. FX2788 FX2788.The dynamic height is computed by dividing the NAVD 88 FX2788.geopotential number by the normal gravity value computed on the FX2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2788.degrees latitude (g = 980.6199 gals.). FX2788 FX2788.The modeled gravity was interpolated from observed gravity values. FX2788 FX2788; North East Units Scale Factor Converg. FX2788;SPC NC - 269,378.912 792,790.565 MT 0.99999851 +1 10 30.5 FX2788;SPC NC - 883,787.31 2,601,013.71 sFT 0.99999851 +1 10 30.5 FX2788;UTM 18 - 4,003,628.128 323,343.746 MT 0.99998453 -1 09 33.0 FX2788 FX2788! - Elev Factor x Scale Factor = Combined Factor FX2788!SPC NC - 1.00000299 x 0.99999851 = 1.00000150 FX2788!UTM 18 - 1.00000299 x 0.99998453 = 0.99998752 FX2788 FX2788 SUPERSEDED SURVEY CONTROL FX2788 FX2788 NGVD 29 (01/18/91) 16.94 (m) 55.6 (f) LEVELING 3 FX2788 FX2788.Superseded values are not recommended for survey control. FX2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2788.See file dsdata.txt to determine how the superseded data were derived. FX2788 FX2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2334403628(NAD 83) FX2788_MARKER: DE = TRAVERSE STATION DISK FX2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2788_SP_SET: CONCRETE POST FX2788_STAMPING: RUFFIN 1980 FX2788_MARK LOGO: NCGS FX2788_PROJECTION: RECESSED 8 CENTIMETERS FX2788_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2788+STABILITY: SURFACE MOTION FX2788 FX2788 HISTORY - Date Condition Report By FX2788 HISTORY - 1980 MONUMENTED NCGS FX2788 HISTORY - 1980 GOOD NCGS FX2788 HISTORY - 1985 GOOD USPSQD FX2788 FX2788 STATION DESCRIPTION FX2788 FX2788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2788'STATION IS LOCATED APPROXIMATELY 3.9 MILES NORTH-NORTHWEST OF FX2788'ASKEWVILLE AND 4.8 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2788' FX2788'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2788'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 5.0 MILES TO STATION FX2788'IN THE RIGHT SHOULDER, ACROSS HIGHWAY FROM THE RUFFIN BRICK AND FX2788'SHINGLE HOUSE AND 1.0 MILE SOUTH OF THE SR 1313 AND SR 1242 CROSSING. FX2788' FX2788'STATION MARK IS A STANDARD DISK STAMPED---RUFFIN 1980---SET IN THE FX2788'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND FX2788'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 15.0 FEET WEST-NORTHWEST OF FX2788'CENTERLINE OF US 13, 48.8 FEET NORTHWEST OF SOUTH END OF SOUTH FX2788'CULVERT, 90.8 FEET SOUTHWEST OF SOUTH END OF NORTH CULVERT, 44.3 FEET FX2788'WEST OF 30 INCH TWIN PINE WITH REFERENCE TAG, 70.6 FEET NORTH FX2788'NORTHWEST OF POST WITH TELEPHONE PEDESTAL AND REFERENCE TAG AND 102.8 FX2788'FEET SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. FX2788 FX2788 STATION RECOVERY (1980) FX2788 FX2788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2788'3.9 MI NNW FROM ASKEWVILLE. FX2788'4.8 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2788'5.0 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42, IN THE FX2788'RIGHT SHOULDER ACROSS HIGHWAY FROM THE RUFFINS BRICK SHINGLE HOUSE FX2788'AND 1.0 MILE SOUTH OF SR 1313 AND SR 1242 CROSSING, 15.0 FEET FX2788'WEST-NORTHWEST OF CENTERLINE OF US 13, 48.8 FEET NORTHWEST OF SOUTH FX2788'END OF SOUTH CULVERT, 90.8 FEET SOUTHWEST OF SOUTH END OF NORTH FX2788'CULVERT, 44.3 FEET WEST OF 30 INCH TWIN PINE WITH REFERENCE TAG, 70.6 FX2788'FEET NORTH-NORTHWEST OF POST WITH TELEPHONE PEDESTAL WITH REFERENCE FX2788'TAG AND 102.8 FEET SOUTHEAST OF POWER POLE WITH TRANSFORMER AND FX2788'REFERENCE TAG. FX2788 FX2788 STATION RECOVERY (1985) FX2788 FX2788'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2901 *********************************************************************** FX2901 DESIGNATION - SAL FX2901 PID - FX2901 FX2901 STATE/COUNTY- NC/BERTIE FX2901 USGS QUAD - MERRY HILL (1982) FX2901 FX2901 *CURRENT SURVEY CONTROL FX2901 ___________________________________________________________________ FX2901* NAD 83(1986)- 36 02 16.99312(N) 076 46 04.93742(W) ADJUSTED FX2901* NAVD 88 - 3.567 (meters) 11.70 (feet) ADJUSTED FX2901 ___________________________________________________________________ FX2901 LAPLACE CORR- -3.88 (seconds) DEFLEC99 FX2901 GEOID HEIGHT- -36.39 (meters) GEOID03 FX2901 DYNAMIC HT - 3.564 (meters) 11.69 (feet) COMP FX2901 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2901 FX2901 HORZ ORDER - SECOND FX2901 VERT ORDER - SECOND CLASS II FX2901 FX2901.The North Carolina HARNS have been completed but, FX2901.due to contractual restrictions, coordinates for these stations FX2901.will NOT be published in the near future. In the interim, the FX2901.published coordinates in North Carolina will not be FX2901.consistent with the Continuously Operating Reference Stations FX2901.(CORS). The HARN coordinates for these stations are available FX2901.upon request. Contact Gary Thompson(919-733-3836). FX2901. FX2901.In addition, the published North Carolina positions FX2901.(NAD 83 (1986)) are NOT consistent with those determined in FX2901.adjacent state readjustments. The discontinuity between stations FX2901.located in North Carolina and those in adjacent states FX2901.which have been adjusted to the HARN may be as much as 5 FX2901.decimeters. This will result in a significant loss of accuracy FX2901.over lines crossing such state borders. FX2901 FX2901 FX2901.The horizontal coordinates were established by classical geodetic methods FX2901.and adjusted by the National Geodetic Survey in January 1991. FX2901 FX2901.The orthometric height was determined by differential leveling FX2901.and adjusted by the National Geodetic Survey in June 1991. FX2901 FX2901.The Laplace correction was computed from DEFLEC99 derived deflections. FX2901 FX2901.The geoid height was determined by GEOID03. FX2901 FX2901.The dynamic height is computed by dividing the NAVD 88 FX2901.geopotential number by the normal gravity value computed on the FX2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2901.degrees latitude (g = 980.6199 gals.). FX2901 FX2901.The modeled gravity was interpolated from observed gravity values. FX2901 FX2901; North East Units Scale Factor Converg. FX2901;SPC NC - 256,084.036 810,722.748 MT 0.99996664 +1 17 17.6 FX2901;SPC NC - 840,169.04 2,659,846.22 sFT 0.99996664 +1 17 17.6 FX2901;UTM 18 - 3,989,615.267 340,719.664 MT 0.99991261 -1 02 25.4 FX2901 FX2901! - Elev Factor x Scale Factor = Combined Factor FX2901!SPC NC - 1.00000515 x 0.99996664 = 0.99997179 FX2901!UTM 18 - 1.00000515 x 0.99991261 = 0.99991776 FX2901 FX2901 SUPERSEDED SURVEY CONTROL FX2901 FX2901 NGVD 29 (01/18/91) 3.90 (m) 12.8 (f) LEVELING 3 FX2901 FX2901.Superseded values are not recommended for survey control. FX2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2901.See file dsdata.txt to determine how the superseded data were derived. FX2901 FX2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4072089615(NAD 83) FX2901_MARKER: DE = TRAVERSE STATION DISK FX2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2901_SP_SET: CONCRETE POST FX2901_STAMPING: SAL 1980 FX2901_MARK LOGO: NCGS FX2901_PROJECTION: RECESSED 15 CENTIMETERS FX2901_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2901+STABILITY: SURFACE MOTION FX2901 FX2901 HISTORY - Date Condition Report By FX2901 HISTORY - 1980 MONUMENTED NCGS FX2901 HISTORY - 1980 GOOD NCGS FX2901 FX2901 STATION DESCRIPTION FX2901 FX2901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2901'STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTH OF MERRY HILL, 9.4 FX2901'MILES WEST-SOUTHWEST OF EDENTON AND 10.7 MILES EAST-NORTHEAST OF FX2901'WINDSOR. FX2901' FX2901'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2901'WINDSOR AND EDENTON, PROCEED EASTERLY ALONG US 17 FOR 0.95 MILE TO FX2901'STATION IN THE LEFT SHOULDER, APPROXIMATELY 200 FEET SOUTHWEST OF A FX2901'SMALL YELLOW FRAME HOUSE AND 0.2 MILE WEST OF THE BRIDGE OVER SALMON FX2901'CREEK. FX2901' FX2901'STATION MARK IS A STANDARD DISK STAMPED---SAL 1980---SET IN THE TOP FX2901'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2901'SURFACE. MARK IS 20.2 FEET NORTH OF THE CENTERLINE OF US 17, 82.0 FX2901'FEET NORTH-NORTHWEST OF TELEPHONE POLE 230 WITH REFERENCE TAG, 92.8 FX2901'FEET EAST-SOUTHEAST OF POWER POLE H 166/26 WITH REFERENCE TAG, 116.4 FX2901'FEET WEST-SOUTHWEST OF POWER POLE 26-1/2 WITH REFERENCE TAG. 147.7 FX2901'FEET WEST OF CENTER OF CONCRETE STEPS AND 95.1 FEET EAST-SOUTHEAST OF FX2901'BENCH MARK T 211 1979. FX2901 FX2901 STATION RECOVERY (1980) FX2901 FX2901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2901'1.7 MI NORTH FROM MERRY HILL. FX2901'9.4 MILES WEST-SOUTHWEST OF EDENTON AND 10.7 MILES EAST-NORTHEAST OF FX2901'WINDSOR. FX2901'0.95 MILE EASTERLY ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2901'BETWEEN WINDSOR AND EDENTON, IN THE LEFT SHOULDER APPROXIMATELY 200 FX2901'FEET SOUTHWEST OF A SMALL YELLOW FRAME HOUSE AND 0.2 MILE WEST OF THE FX2901'BRIDGE OVER SALMON CREEK, 20.2 FEET NORTH OF CENTERLINE OF US 17, FX2901'82.0 FEET NORTH-NORTHWEST OF TELEPHONE POLE 230 WITH REFERENCE TAG, FX2901'92.8 FEET EAST-SOUTHEAST OF POWER POLE H 166/26 WITH REFERENCE TAG, FX2901'116.4 FEET WEST-SOUTHWEST OF POWER POLE 26 1/2 WITH REFERENCE TAG, FX2901'147.7 FEET WEST OF CENTER OF CONCRETE STEPS AND 95.1 FEET EAST FX2901'SOUTHEAST OF BENCH MARK T 211 1979. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3887 *********************************************************************** FX3887 DESIGNATION - SAUNDERS FX3887 PID - FX3887 FX3887 STATE/COUNTY- NC/BERTIE FX3887 USGS QUAD - COLERAIN (1982) FX3887 FX3887 *CURRENT SURVEY CONTROL FX3887 ___________________________________________________________________ FX3887* NAD 83(1986)- 36 12 04.02521(N) 076 45 25.77747(W) ADJUSTED FX3887* NAVD 88 - 3. (meters) 10. (feet) SCALED FX3887 ___________________________________________________________________ FX3887 LAPLACE CORR- -4.49 (seconds) DEFLEC99 FX3887 GEOID HEIGHT- -36.20 (meters) GEOID03 FX3887 FX3887 HORZ ORDER - THIRD FX3887 FX3887.The North Carolina HARNS have been completed but, FX3887.due to contractual restrictions, coordinates for these stations FX3887.will NOT be published in the near future. In the interim, the FX3887.published coordinates in North Carolina will not be FX3887.consistent with the Continuously Operating Reference Stations FX3887.(CORS). The HARN coordinates for these stations are available FX3887.upon request. Contact Gary Thompson(919-733-3836). FX3887. FX3887.In addition, the published North Carolina positions FX3887.(NAD 83 (1986)) are NOT consistent with those determined in FX3887.adjacent state readjustments. The discontinuity between stations FX3887.located in North Carolina and those in adjacent states FX3887.which have been adjusted to the HARN may be as much as 5 FX3887.decimeters. This will result in a significant loss of accuracy FX3887.over lines crossing such state borders. FX3887 FX3887 FX3887.The horizontal coordinates were established by classical geodetic methods FX3887.and adjusted by the National Geodetic Survey in July 1986. FX3887 FX3887.The orthometric height was scaled from a topographic map. FX3887 FX3887.The Laplace correction was computed from DEFLEC99 derived deflections. FX3887 FX3887.The geoid height was determined by GEOID03. FX3887 FX3887; North East Units Scale Factor Converg. FX3887;SPC NC - 274,195.118 811,294.015 MT 1.00000980 +1 17 40.2 FX3887;SPC NC - 899,588.48 2,661,720.45 sFT 1.00000980 +1 17 40.2 FX3887;UTM 18 - 4,007,686.736 342,026.845 MT 0.99990749 -1 02 16.9 FX3887 FX3887! - Elev Factor x Scale Factor = Combined Factor FX3887!SPC NC - 1.00000526 x 1.00000980 = 1.00001506 FX3887!UTM 18 - 1.00000526 x 0.99990749 = 0.99991275 FX3887 FX3887 SUPERSEDED SURVEY CONTROL FX3887 FX3887 NAD 27 - 36 12 03.46500(N) 076 45 26.96100(W) AD( ) 3 FX3887 FX3887.Superseded values are not recommended for survey control. FX3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3887.See file dsdata.txt to determine how the superseded data were derived. FX3887 FX3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4202707687(NAD 83) FX3887_MARKER: DS = TRIANGULATION STATION DISK FX3887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3887_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX3887_STAMPING: SAUNDERS 1932 FX3887_MARK LOGO: CGS FX3887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX3887+STABILITY: SURFACE MOTION FX3887 FX3887 HISTORY - Date Condition Report By FX3887 HISTORY - 1932 MONUMENTED CGS FX3887 HISTORY - 1963 MARK NOT FOUND CGS FX3887 FX3887 STATION DESCRIPTION FX3887 FX3887'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3887'STATION IS LOCATED IN THE PINE WOOD BORDERING AN OPEN CULTIVATED FX3887'FIELD ABOUT .35 MILE WEST OF COLERAIN LANDING. IT IS 20 METERS FX3887'INSIDE THE FENCE LINE WHICH BORDERS THIS FIELD 150 METERS FROM THE FX3887'IMPROVED ROAD FROM COLERAIN TO COLERAIN LANDING. THIS PINE GROWTH FX3887'BELONGS TO A MRS. SAUNDERS WHO RESIDES IN THE EASTERN EDGE OF THE FX3887'TOWN OF COLERAIN ON THE SOUTH SIDE OF THIS SAME HIGHWAY. FX3887' FX3887'STATION WAS AN INTERSECTION, UNOCCUPIED, MAIN SCHEME STATION FX3887'CONSISTING OF A TRIPOD SCAFFOLD AND POLE ERECTED ON THREE PINE FX3887'TREES AS A BASE RISING TO ABOUT 80 FEET OFF THE GROUND. FX3887' FX3887'THE STATION MARK, A CONCRETE CYLINDER 9 IN. X 12 IN. X 30 IN. DEEP FX3887'WITH STANDARD DISC STAMPED SAUNDERS 1932 SET IN THE TOP, WAS SET FX3887'IN THE ROUGH CENTER OF THESE THREE PINES UNDER THE POLE WHICH FX3887'SERVED AS THE OBSERVED STATION. FX3887' FX3887'AN UNDERGROUND MARK (STANDARD DISC IN MASS OF CONCRETE) WAS SET FX3887'UNDER AND SEPARATED FROM THE STATION MARK. FX3887' FX3887'TWO REFERENCE MARKS WERE SET BOTH ALONG THE FENCE LINE, NO. 1 JUST FX3887'INSIDE THE FENCE, NO. 2 JUST OUTSIDE THE LINE, A HEDGE BORDERING FX3887'THE FENCE BY REFERENCE MARK NO. 2. BOTH ARE CONCRETE MARKS FX3887'SIMILAR TO THE STATION MARK., THE DISCS STAMPED SAUNDERS 1932 NO. FX3887'1 AND NO. 2. FX3887' FX3887'A HEIGHT OF 75 FEET OR MORE IS REQUIRED HERE TO SEE OVER THE FX3887'SURROUNDING TREES. FX3887 FX3887 STATION RECOVERY (1963) FX3887 FX3887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW) FX3887'STATION SEARCHED FOR BUT WAS NOT RECOVERED. IT IS POSSIBLE THAT FX3887'THE MARKS ARE IN PLACE BUT ARE COVERED WITH LEAVES AND BRUSH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1977 *********************************************************************** EY1977 DESIGNATION - SEE EY1977 PID - EY1977 EY1977 STATE/COUNTY- NC/BERTIE EY1977 USGS QUAD - WESTOVER (1978) EY1977 EY1977 *CURRENT SURVEY CONTROL EY1977 ___________________________________________________________________ EY1977* NAD 83(1986)- 35 57 49.87142(N) 076 44 56.74450(W) ADJUSTED EY1977* NAVD 88 - 10.265 (meters) 33.68 (feet) ADJUSTED EY1977 ___________________________________________________________________ EY1977 LAPLACE CORR- -3.55 (seconds) DEFLEC99 EY1977 GEOID HEIGHT- -36.52 (meters) GEOID03 EY1977 DYNAMIC HT - 10.256 (meters) 33.65 (feet) COMP EY1977 MODELED GRAV- 979,802.9 (mgal) NAVD 88 EY1977 EY1977 HORZ ORDER - SECOND EY1977 VERT ORDER - SECOND CLASS II EY1977 EY1977.The North Carolina HARNS have been completed but, EY1977.due to contractual restrictions, coordinates for these stations EY1977.will NOT be published in the near future. In the interim, the EY1977.published coordinates in North Carolina will not be EY1977.consistent with the Continuously Operating Reference Stations EY1977.(CORS). The HARN coordinates for these stations are available EY1977.upon request. Contact Gary Thompson(919-733-3836). EY1977. EY1977.In addition, the published North Carolina positions EY1977.(NAD 83 (1986)) are NOT consistent with those determined in EY1977.adjacent state readjustments. The discontinuity between stations EY1977.located in North Carolina and those in adjacent states EY1977.which have been adjusted to the HARN may be as much as 5 EY1977.decimeters. This will result in a significant loss of accuracy EY1977.over lines crossing such state borders. EY1977 EY1977 EY1977.The horizontal coordinates were established by classical geodetic methods EY1977.and adjusted by the National Geodetic Survey in January 1991. EY1977 EY1977.The orthometric height was determined by differential leveling EY1977.and adjusted by the National Geodetic Survey in June 1991. EY1977 EY1977.The Laplace correction was computed from DEFLEC99 derived deflections. EY1977 EY1977.The geoid height was determined by GEOID03. EY1977 EY1977.The dynamic height is computed by dividing the NAVD 88 EY1977.geopotential number by the normal gravity value computed on the EY1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1977.degrees latitude (g = 980.6199 gals.). EY1977 EY1977.The modeled gravity was interpolated from observed gravity values. EY1977 EY1977; North East Units Scale Factor Converg. EY1977;SPC NC - 247,891.827 812,616.019 MT 0.99994970 +1 17 57.0 EY1977;SPC NC - 813,291.77 2,666,057.72 sFT 0.99994970 +1 17 57.0 EY1977;UTM 18 - 3,981,353.326 342,278.588 MT 0.99990653 -1 01 38.7 EY1977 EY1977! - Elev Factor x Scale Factor = Combined Factor EY1977!SPC NC - 1.00000412 x 0.99994970 = 0.99995382 EY1977!UTM 18 - 1.00000412 x 0.99990653 = 0.99991065 EY1977 EY1977 SUPERSEDED SURVEY CONTROL EY1977 EY1977 NGVD 29 (01/18/91) 10.59 (m) 34.7 (f) LEVELING 3 EY1977 EY1977.Superseded values are not recommended for survey control. EY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1977.See file dsdata.txt to determine how the superseded data were derived. EY1977 EY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4227981353(NAD 83) EY1977_MARKER: DE = TRAVERSE STATION DISK EY1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1977_SP_SET: CONCRETE POST EY1977_STAMPING: SEE 1981 EY1977_MARK LOGO: NCGS EY1977_PROJECTION: FLUSH EY1977_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1977+STABILITY: SURFACE MOTION EY1977 EY1977 HISTORY - Date Condition Report By EY1977 HISTORY - 1981 MONUMENTED NCGS EY1977 HISTORY - 1981 GOOD NCGS EY1977 EY1977 STATION DESCRIPTION EY1977 EY1977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1977'STATION IS LOCATED APPROXIMATELY 3.3 MILES SOUTH-SOUTHEAST OF MERRY EY1977'HILL AND 7.5 MILES NORTH OF PLYMOUTH. EY1977' EY1977'TO REACH THE STATION FROM THE INTERSECTION OF NC 45 WITH US 17 AT EY1977'MIDWAY, PROCEED SOUTHERLY ALONG NC 45 FOR 5.3 MILES TO STATION IN THE EY1977'LEFT SHOULDER AND 0.05 MILE NORTH OF THE NORTHERNMOST INTERSECTION EY1977'WITH SR 1534. EY1977' EY1977'STATION MARK IS A STANDARD DISK STAMPED---SEE 1981---SET IN THE TOP EY1977'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND EY1977'SURFACE. MARK IS 20.4 FEET EAST OF THE CENTERLINE OF HIGHWAY, 11.4 EY1977'FEET WEST OF WITNESS POST, 82.8 FEET NORTHWEST OF POWER POLE WITH EY1977'REFERENCE TAG, 102.3 FEET WEST-NORTHWEST OF BASE OF GUY WIRE FOR POWER EY1977'POLE AND 287.0 FEET NORTH OF NORTH END OF CULVERT UNDER SR 1534. EY1977 EY1977 STATION RECOVERY (1981) EY1977 EY1977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1977'3.3 MI SSE FROM MERRY HILL. EY1977'7.5 MILES NORTH OF PLYMOUTH. EY1977'5.3 MILES SOUTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 17 EY1977'AT MIDWAY, IN THE LEFT SHOULDER AND 0.05 MILE NORTH OF THE NORTHMOST EY1977'INTERSECTION WITH SR 1534, 20.4 FEET EAST OF CENTERLINE OF EY1977'HIGHWAY, 11.4 FEET WEST OF WITNESS POST, 82.8 FEET NORTHWEST OF POWER EY1977'POLE WITH REFERENCE TAG, 102.3 FEET WEST-NORTHWEST OF BASE OF GUY EY1977'WIRE FOR POWER POLE AND 287.0 FEET NORTH OF NORTH END OF CULVERT UNDER EY1977'SR 1534. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2811 *********************************************************************** FX2811 DESIGNATION - SELF FX2811 PID - FX2811 FX2811 STATE/COUNTY- NC/BERTIE FX2811 USGS QUAD - WINDSOR NORTH (1981) FX2811 FX2811 *CURRENT SURVEY CONTROL FX2811 ___________________________________________________________________ FX2811* NAD 83(1986)- 36 03 21.77292(N) 076 58 24.27147(W) ADJUSTED FX2811* NAVD 88 - 8.306 (meters) 27.25 (feet) ADJUSTED FX2811 ___________________________________________________________________ FX2811 LAPLACE CORR- -4.62 (seconds) DEFLEC99 FX2811 GEOID HEIGHT- -35.77 (meters) GEOID03 FX2811 DYNAMIC HT - 8.299 (meters) 27.23 (feet) COMP FX2811 MODELED GRAV- 979,829.8 (mgal) NAVD 88 FX2811 FX2811 HORZ ORDER - SECOND FX2811 VERT ORDER - SECOND CLASS II FX2811 FX2811.The North Carolina HARNS have been completed but, FX2811.due to contractual restrictions, coordinates for these stations FX2811.will NOT be published in the near future. In the interim, the FX2811.published coordinates in North Carolina will not be FX2811.consistent with the Continuously Operating Reference Stations FX2811.(CORS). The HARN coordinates for these stations are available FX2811.upon request. Contact Gary Thompson(919-733-3836). FX2811. FX2811.In addition, the published North Carolina positions FX2811.(NAD 83 (1986)) are NOT consistent with those determined in FX2811.adjacent state readjustments. The discontinuity between stations FX2811.located in North Carolina and those in adjacent states FX2811.which have been adjusted to the HARN may be as much as 5 FX2811.decimeters. This will result in a significant loss of accuracy FX2811.over lines crossing such state borders. FX2811 FX2811 FX2811.The horizontal coordinates were established by classical geodetic methods FX2811.and adjusted by the National Geodetic Survey in January 1991. FX2811 FX2811.The orthometric height was determined by differential leveling FX2811.and adjusted by the National Geodetic Survey in June 1991. FX2811 FX2811.The Laplace correction was computed from DEFLEC99 derived deflections. FX2811 FX2811.The geoid height was determined by GEOID03. FX2811 FX2811.The dynamic height is computed by dividing the NAVD 88 FX2811.geopotential number by the normal gravity value computed on the FX2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2811.degrees latitude (g = 980.6199 gals.). FX2811 FX2811.The modeled gravity was interpolated from observed gravity values. FX2811 FX2811; North East Units Scale Factor Converg. FX2811;SPC NC - 257,683.272 792,178.801 MT 0.99997100 +1 10 10.9 FX2811;SPC NC - 845,415.87 2,599,006.62 sFT 0.99997100 +1 10 10.9 FX2811;UTM 18 - 3,991,967.055 322,256.409 MT 0.99998929 -1 09 42.5 FX2811 FX2811! - Elev Factor x Scale Factor = Combined Factor FX2811!SPC NC - 1.00000431 x 0.99997100 = 0.99997531 FX2811!UTM 18 - 1.00000431 x 0.99998929 = 0.99999360 FX2811 FX2811 SUPERSEDED SURVEY CONTROL FX2811 FX2811 NGVD 29 (01/18/91) 8.66 (m) 28.4 (f) LEVELING 3 FX2811 FX2811.Superseded values are not recommended for survey control. FX2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2811.See file dsdata.txt to determine how the superseded data were derived. FX2811 FX2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2225691967(NAD 83) FX2811_MARKER: DE = TRAVERSE STATION DISK FX2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2811_SP_SET: CONCRETE POST FX2811_STAMPING: SELF 1980 FX2811_MARK LOGO: NCGS FX2811_PROJECTION: FLUSH FX2811_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2811+STABILITY: SURFACE MOTION FX2811 FX2811 HISTORY - Date Condition Report By FX2811 HISTORY - 1980 MONUMENTED NCGS FX2811 HISTORY - 1980 GOOD NCGS FX2811 HISTORY - 1985 GOOD USPSQD FX2811 HISTORY - 19950821 GOOD USPSQD FX2811 FX2811 STATION DESCRIPTION FX2811 FX2811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2811'STATION IS LOCATED APPROXIMATELY 4.2 MILES NORTH-NORTHWEST OF WINDSOR FX2811'AND 4.2 MILES SOUTH-SOUTHWEST OF ASKEWVILLE. FX2811' FX2811'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH NC 305 FX2811'BETWEEN WINDSOR AND AHOSKIE, PROCEED SOUTHERLY ALONG US 13 FOR 1.8 FX2811'MILES TO STATION ON THE RIGHT AT GASOLINE PUMPS AND 0.2 MILE NORTH OF FX2811'SR 1257. FX2811' FX2811'STATION MARK IS A STANDARD DISK STAMPED---SELF 1980---SET IN THE TOP FX2811'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND FX2811'SURFACE AND LEVEL WITH HIGHWAY. MARK IS 79.3 FEET WEST OF THE FX2811'CENTERLINE OF US 13, 73.0 FEET SOUTHWEST OF NORTH END OF SOUTH FX2811'CULVERT, 62.3 FEET SOUTH-SOUTHWEST OF SOUTH END OF GAS PUMP ISLAND FX2811'AND 137.7 FEET SOUTH OF POST WITH TELEPHONE EQUIPMENT, 166.3 FEET FX2811'SOUTHEAST OF SERVICE POLE AND 169.0 FEET SOUTHWEST OF POWER POLE 53A FX2811'ALL WITH REFERENCE TAGS. FX2811 FX2811 STATION RECOVERY (1980) FX2811 FX2811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2811'4.2 MI NNW FROM WINDSOR. FX2811'4.2 MILES SOUTH-SOUTHWEST OF ASKEWVILLE. FX2811'1.8 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2811'WINDSOR AND AHOSKIE, ON THE RIGHT AT GASOLINE PUMPS AND 0.2 MILE NORTH FX2811'OF SR 1257, 79.3 FEET WEST OF CENTERLINE OF US 13, 73.0 FEET SOUTHWEST FX2811'OF NORTH END OF SOUTH CULVERT, 62.3 FEET SOUTH-SOUTHWEST OF SOUTH END FX2811'OF GAS PUMP ISLAND AND 137.7 FEET SOUTH OF POST WITH TELEPHONE FX2811'EQUIPMENT, 166.3 FEET SOUTHEAST OF SERVICE POLE AND 169.0 FEET FX2811'SOUTHWEST OF POWER POLE 53 A ALL WITH REFERENCE TAGS. FX2811 FX2811 STATION RECOVERY (1985) FX2811 FX2811'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2811'RECOVERED IN GOOD CONDITION. FX2811 FX2811 STATION RECOVERY (1995) FX2811 FX2811'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2811'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX5329 *********************************************************************** FX5329 DESIGNATION - SEWER FX5329 PID - FX5329 FX5329 STATE/COUNTY- NC/BERTIE FX5329 USGS QUAD - WOODVILLE (1972) FX5329 FX5329 *CURRENT SURVEY CONTROL FX5329 ___________________________________________________________________ FX5329* NAD 83(1986)- 36 07 22.90593(N) 077 09 47.09178(W) ADJUSTED FX5329* NAVD 88 - 23.36 (+/-2cm) 76.6 (feet) VERTCON FX5329 ___________________________________________________________________ FX5329 LAPLACE CORR- -2.13 (seconds) DEFLEC99 FX5329 GEOID HEIGHT- -35.23 (meters) GEOID03 FX5329 FX5329 HORZ ORDER - SECOND FX5329 VERT ORDER - THIRD ? (See Below) FX5329 FX5329.The North Carolina HARNS have been completed but, FX5329.due to contractual restrictions, coordinates for these stations FX5329.will NOT be published in the near future. In the interim, the FX5329.published coordinates in North Carolina will not be FX5329.consistent with the Continuously Operating Reference Stations FX5329.(CORS). The HARN coordinates for these stations are available FX5329.upon request. Contact Gary Thompson(919-733-3836). FX5329. FX5329.In addition, the published North Carolina positions FX5329.(NAD 83 (1986)) are NOT consistent with those determined in FX5329.adjacent state readjustments. The discontinuity between stations FX5329.located in North Carolina and those in adjacent states FX5329.which have been adjusted to the HARN may be as much as 5 FX5329.decimeters. This will result in a significant loss of accuracy FX5329.over lines crossing such state borders. FX5329 FX5329 FX5329.The horizontal coordinates were established by classical geodetic methods FX5329.and adjusted by the National Geodetic Survey in January 1991. FX5329 FX5329.The NAVD 88 height was computed by applying the VERTCON shift value to FX5329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX5329.The vertical order pertains to the NGVD 29 superseded value. FX5329 FX5329.The Laplace correction was computed from DEFLEC99 derived deflections. FX5329 FX5329.The geoid height was determined by GEOID03. FX5329 FX5329; North East Units Scale Factor Converg. FX5329;SPC NC - 264,781.623 774,955.570 MT 0.99998811 +1 03 36.8 FX5329;SPC NC - 868,704.37 2,542,500.07 sFT 0.99998811 +1 03 36.8 FX5329;UTM 18 - 3,999,761.190 305,335.680 MT 1.00006693 -1 16 32.1 FX5329 FX5329! - Elev Factor x Scale Factor = Combined Factor FX5329!SPC NC - 1.00000186 x 0.99998811 = 0.99998997 FX5329!UTM 18 - 1.00000186 x 1.00006693 = 1.00006879 FX5329 FX5329 SUPERSEDED SURVEY CONTROL FX5329 FX5329 NGVD 29 (01/18/91) 23.71 (m) 77.8 (f) LEVELING 3 FX5329 FX5329.Superseded values are not recommended for survey control. FX5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5329.See file dsdata.txt to determine how the superseded data were derived. FX5329 FX5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0533699761(NAD 83) FX5329_MARKER: DE = TRAVERSE STATION DISK FX5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5329_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX5329_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX5329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5329+STABILITY: SURFACE MOTION FX5329 FX5329 HISTORY - Date Condition Report By FX5329 HISTORY - 1980 MONUMENTED NCGS FX5329 FX5329 STATION DESCRIPTION FX5329 FX5329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX5329'THE STATION IS LOCATED APPROXIMATELY 0.75 MILES EAST OF LEWISTON. FX5329' FX5329'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 FX5329'IN LEWISTON, PROCEED EAST ALONG NC 308 FOR 0.55 MILES TO A STATION FX5329'ON THE RIGHT IN THE SHOULDER, AT A SANITARY SEWER LINE MANHOLE COVER FX5329'BETWEEN TWO BLOCK HOUSES ON OPPOSITE SIDES OF THE HIGHWAY. FX5329' FX5329'STATION MARK IS A STANDARD DISK STAMPED---SEWER 1980---, SET IN THE FX5329'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE GROUND FX5329'SURFACE. THE MARK IS 14.5 FEET SOUTH OF THE CENTERLINE OF NC 308, FX5329'5.6 FEET NORTHWEST OF A MANHOLE COVER, 5.7 FEET NORTH OF THE EAST END FX5329'OF A HEADWELL OF A CULVERT UNDER THE HIGHWAY, 35.1 FEET NORTHEAST OF FX5329'A PEDESTAL POST WITH REFERENCE TAG, 28.5 FEET NORTH OF A SERVICE POLE FX5329'WITH REFERENCE TAG AND 57.7 FEET SOUTHWEST OF TWIN TELEPHONE PEDESTALS FX5329'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8509 *********************************************************************** AF8509 DESIGNATION - SHED AF8509 PID - AF8509 AF8509 STATE/COUNTY- NC/BERTIE AF8509 USGS QUAD - KELFORD (1973) AF8509 AF8509 *CURRENT SURVEY CONTROL AF8509 ___________________________________________________________________ AF8509* NAD 83(1986)- 36 13 38.85432(N) 077 12 25.05611(W) ADJUSTED AF8509* NAVD 88 - 28.9 (meters) 95. (feet) VERT ANG AF8509 ___________________________________________________________________ AF8509 LAPLACE CORR- -2.09 (seconds) DEFLEC99 AF8509 GEOID HEIGHT- -35.02 (meters) GEOID03 AF8509 AF8509 HORZ ORDER - SECOND AF8509 AF8509.The North Carolina HARNS have been completed but, AF8509.due to contractual restrictions, coordinates for these stations AF8509.will NOT be published in the near future. In the interim, the AF8509.published coordinates in North Carolina will not be AF8509.consistent with the Continuously Operating Reference Stations AF8509.(CORS). The HARN coordinates for these stations are available AF8509.upon request. Contact Gary Thompson(919-733-3836). AF8509. AF8509.In addition, the published North Carolina positions AF8509.(NAD 83 (1986)) are NOT consistent with those determined in AF8509.adjacent state readjustments. The discontinuity between stations AF8509.located in North Carolina and those in adjacent states AF8509.which have been adjusted to the HARN may be as much as 5 AF8509.decimeters. This will result in a significant loss of accuracy AF8509.over lines crossing such state borders. AF8509 AF8509 AF8509.The horizontal coordinates were established by classical geodetic methods AF8509.and adjusted by the National Geodetic Survey in June 1998. AF8509 AF8509.The orthometric height was determined by vertical angle observations. AF8509 AF8509.The Laplace correction was computed from DEFLEC99 derived deflections. AF8509 AF8509.The geoid height was determined by GEOID03. AF8509 AF8509; North East Units Scale Factor Converg. AF8509;SPC NC - 276,295.346 770,796.851 MT 1.00001753 +1 02 05.6 AF8509;SPC NC - 906,478.98 2,528,856.00 sFT 1.00001753 +1 02 05.6 AF8509;UTM 18 - 4,011,435.817 301,649.786 MT 1.00008477 -1 18 17.0 AF8509 AF8509! - Elev Factor x Scale Factor = Combined Factor AF8509!SPC NC - 1.00000096 x 1.00001753 = 1.00001849 AF8509!UTM 18 - 1.00000096 x 1.00008477 = 1.00008573 AF8509 AF8509 SUPERSEDED SURVEY CONTROL AF8509 AF8509.No superseded survey control is available for this station. AF8509 AF8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0165011436(NAD 83) AF8509_MARKER: DH = HORIZONTAL CONTROL DISK AF8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8509_STAMPING: SHED 1987 AF8509_MARK LOGO: NCGS AF8509_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8509+STABILITY: SURFACE MOTION AF8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8509+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8509 AF8509 HISTORY - Date Condition Report By AF8509 HISTORY - 1987 MONUMENTED NCGS AF8509 AF8509 STATION DESCRIPTION AF8509 AF8509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8509'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHEAST OF ROXOBEL AND 5.2 AF8509'MI (8.4 KM) WEST OF AULANDER. PROCEED ALONG SR 1208 (CHURCH STREET) AF8509'FOR 0.65 MI (1.05 KM) EAST FROM NC 308 (MAIN STREET) IN ROXOBEL, AF8509'THENCE NORTHEAST FOR 2.25 MI (3.62 KM) ALONG SR 1249 (TYLER SCHOOL AF8509'ROAD) TO SR 1207 (WILBER HOWARD-HORACE VICK ROADS), AND STATION ABOUT AF8509'200 FEET (61.0 M) WEST-SOUTHWEST OF THE CROSSROADS. MARK IS RECESSED 6 AF8509'INCHES BELOW GROUND AND LEVEL WITH THE ROAD. LOCATED 13.5 FT (4.1 M) AF8509'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 192.0 FT (58.5 M) WEST AF8509'OF THE CENTERLINE INTERSECTION WITH SR 1207 SOUTH, 179.0 FT (54.6 M) AF8509'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1207 NORTH, AND 229.0 FT (69.8 AF8509'M) WEST-SOUTHWEST OF A 36-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2874 *********************************************************************** FX2874 DESIGNATION - SIERRA FX2874 PID - FX2874 FX2874 STATE/COUNTY- NC/BERTIE FX2874 USGS QUAD - WOODVILLE (1972) FX2874 FX2874 *CURRENT SURVEY CONTROL FX2874 ___________________________________________________________________ FX2874* NAD 83(1986)- 36 05 35.70341(N) 077 11 23.03677(W) ADJUSTED FX2874* NAVD 88 - 15.372 (meters) 50.43 (feet) ADJUSTED FX2874 ___________________________________________________________________ FX2874 LAPLACE CORR- -1.73 (seconds) DEFLEC99 FX2874 GEOID HEIGHT- -35.25 (meters) GEOID03 FX2874 DYNAMIC HT - 15.360 (meters) 50.39 (feet) COMP FX2874 MODELED GRAV- 979,828.8 (mgal) NAVD 88 FX2874 FX2874 HORZ ORDER - SECOND FX2874 VERT ORDER - SECOND CLASS II FX2874 FX2874.The North Carolina HARNS have been completed but, FX2874.due to contractual restrictions, coordinates for these stations FX2874.will NOT be published in the near future. In the interim, the FX2874.published coordinates in North Carolina will not be FX2874.consistent with the Continuously Operating Reference Stations FX2874.(CORS). The HARN coordinates for these stations are available FX2874.upon request. Contact Gary Thompson(919-733-3836). FX2874. FX2874.In addition, the published North Carolina positions FX2874.(NAD 83 (1986)) are NOT consistent with those determined in FX2874.adjacent state readjustments. The discontinuity between stations FX2874.located in North Carolina and those in adjacent states FX2874.which have been adjusted to the HARN may be as much as 5 FX2874.decimeters. This will result in a significant loss of accuracy FX2874.over lines crossing such state borders. FX2874 FX2874 FX2874.The horizontal coordinates were established by classical geodetic methods FX2874.and adjusted by the National Geodetic Survey in March 2000. FX2874 FX2874.The orthometric height was determined by differential leveling FX2874.and adjusted by the National Geodetic Survey in June 1991. FX2874 FX2874.The Laplace correction was computed from DEFLEC99 derived deflections. FX2874 FX2874.The geoid height was determined by GEOID03. FX2874 FX2874.The dynamic height is computed by dividing the NAVD 88 FX2874.geopotential number by the normal gravity value computed on the FX2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2874.degrees latitude (g = 980.6199 gals.). FX2874 FX2874.The modeled gravity was interpolated from observed gravity values. FX2874 FX2874; North East Units Scale Factor Converg. FX2874;SPC NC - 261,433.904 772,617.006 MT 0.99998034 +1 02 41.4 FX2874;SPC NC - 857,721.07 2,534,827.63 sFT 0.99998034 +1 02 41.4 FX2874;UTM 18 - 3,996,511.262 302,862.415 MT 1.00007888 -1 17 25.4 FX2874 FX2874! - Elev Factor x Scale Factor = Combined Factor FX2874!SPC NC - 1.00000312 x 0.99998034 = 0.99998346 FX2874!UTM 18 - 1.00000312 x 1.00007888 = 1.00008200 FX2874 FX2874 SUPERSEDED SURVEY CONTROL FX2874 FX2874 NAD 83(1986)- 36 05 35.70595(N) 077 11 23.03907(W) AD( ) 2 FX2874 NAVD 88 (03/10/00) 15.37 (m) 50.4 (f) LEVELING 3 FX2874 NGVD 29 (01/18/91) 15.72 (m) 51.6 (f) LEVELING 3 FX2874 FX2874.Superseded values are not recommended for survey control. FX2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2874.See file dsdata.txt to determine how the superseded data were derived. FX2874 FX2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0286296511(NAD 83) FX2874_MARKER: DE = TRAVERSE STATION DISK FX2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2874_SP_SET: CONCRETE POST FX2874_STAMPING: SIERRA 1980 FX2874_MARK LOGO: NCGS FX2874_PROJECTION: RECESSED 20 CENTIMETERS FX2874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2874+STABILITY: SURFACE MOTION FX2874 FX2874 HISTORY - Date Condition Report By FX2874 HISTORY - 1980 MONUMENTED NCGS FX2874 HISTORY - 1980 GOOD NCGS FX2874 HISTORY - 1985 GOOD USPSQD FX2874 HISTORY - 19930427 GOOD NCGS FX2874 HISTORY - 19950505 GOOD USPSQD FX2874 FX2874 STATION DESCRIPTION FX2874 FX2874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2874'THE STATION IS LOCATED AT THE SOUTH EDGE OF WOODVILLE, APPROXIMATELY FX2874'2.2 MILES SOUTH-SOUTHWEST OF LEWISTON. FX2874' FX2874'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2874'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 2.25 MILES TO A STATION FX2874'IN THE RIGHT SHOULDER ON THE SOUTH SIDE OF A DRIVE TO THE SIERRA FX2874'LOUNGE AND 0.35 MILE SOUTH OF SR 1128. FX2874' FX2874'STATION MARK IS A STANDARD DISK STAMPED---SIERRA 1980---SET IN TOP FX2874'OF A 10 INCH CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE GROUND FX2874'SURFACE. THE MARK IS 21.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, FX2874'57.0 FEET SOUTHEAST OF PEDESTAL POST 24 WITH REFERENCE TAG, 56.8 FEET FX2874'SOUTHEAST OF A TELEPHONE PEDESTAL, 35.0 FEET SOUTHEAST OF THE SOUTH FX2874'END OF A CULVERT UNDER A DRIVE, 48.8 FEET NORTHEAST OF A 30 INCH PINE FX2874'WITH REFERENCE TAG AND 72.9 FEET NORTHEAST OF THE NORTH END OF A FX2874'CULVERT UNDER A DRIVE TO A HOUSE. FX2874' FX2874'BENCH MARK BER 30 IS A STANDARD NCGS BENCH MARK DISK FX2874'STAMPED---BER 30 1975---, SET FLUSH IN THE TOP OF A CONCRETE FX2874'RIGHT-OF-WAY MARKER PROJECTING 8 INCHES. IT IS AT THE INTERSECTION OF FX2874'NC 11 AND SR 1128, APPROXIMATELY 135 FEET SOUTH-SOUTHEAST OF THE FX2874'INTERSECTION, 124.7 FEET SOUTHEAST OF THE CENTERLINE OF NC 11, FX2874'13.7 FEET NORTHEAST THE THE CENTERLINE OF A DIRT ROAD TO ROANOKE FX2874'ELECTRIC CORPORATION (WOODVILLE SUBSTATION), 1.1 FEET SOUTH OF A FX2874'CORNER FENCE POST WITH REFERENCE TAG AND 19.9 FEET WEST OF A POWER FX2874'POLE WITH REFERENCE TAG. FX2874 FX2874 STATION RECOVERY (1980) FX2874 FX2874'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2874'IN WOODVILLE. FX2874'2.25 MILES SOUTHWEST ALONG NC 11/NC 42 FROM INTERSECTION OF NC 308 IN FX2874'LEWISTON, IN RIGHT SHOULDER ON SOUTH SIDE OF DRIVE TO SIERRA LOUNGE FX2874'AND 0.35 MILE SOUTH OF SR 1128, 21.6 FEET WEST OF CENTERLINE OF FX2874'HIGHWAY, 57.0 FEET SOUTHEAST OF PEDESTAL POST 24 WITH REFERENCE TAG, FX2874'56.8 FEET SOUTHEAST OF TELEPHONE PEDESTAL, 35.0 FEET SOUTHEAST OF FX2874'SOUTH END OF CULVERT UNDER DRIVE, 48.8 FEET NORTHEAST OF 30 INCH PINE FX2874'WITH REFERENCE TAG AND 72.9 FEET NORTHEAST OF NORTH END OF CULVERT FX2874'UNDER DRIVE TO A HOUSE. FX2874 FX2874 STATION RECOVERY (1985) FX2874 FX2874'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2874'RECOVERED IN GOOD CONDITION. FX2874 FX2874 STATION RECOVERY (1993) FX2874 FX2874'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX2874'RECOVERED AS DESCRIBED. FX2874 FX2874 STATION RECOVERY (1995) FX2874 FX2874'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2874'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2792 *********************************************************************** FX2792 DESIGNATION - SMITH FX2792 PID - FX2792 FX2792 STATE/COUNTY- NC/BERTIE FX2792 USGS QUAD - POWELLSVILLE (1982) FX2792 FX2792 *CURRENT SURVEY CONTROL FX2792 ___________________________________________________________________ FX2792* NAD 83(1986)- 36 08 35.43234(N) 076 57 20.79899(W) ADJUSTED FX2792* NAVD 88 - 18.046 (meters) 59.21 (feet) ADJUSTED FX2792 ___________________________________________________________________ FX2792 LAPLACE CORR- -4.86 (seconds) DEFLEC99 FX2792 GEOID HEIGHT- -35.68 (meters) GEOID03 FX2792 DYNAMIC HT - 18.031 (meters) 59.16 (feet) COMP FX2792 MODELED GRAV- 979,834.9 (mgal) NAVD 88 FX2792 FX2792 HORZ ORDER - SECOND FX2792 VERT ORDER - SECOND CLASS II FX2792 FX2792.The North Carolina HARNS have been completed but, FX2792.due to contractual restrictions, coordinates for these stations FX2792.will NOT be published in the near future. In the interim, the FX2792.published coordinates in North Carolina will not be FX2792.consistent with the Continuously Operating Reference Stations FX2792.(CORS). The HARN coordinates for these stations are available FX2792.upon request. Contact Gary Thompson(919-733-3836). FX2792. FX2792.In addition, the published North Carolina positions FX2792.(NAD 83 (1986)) are NOT consistent with those determined in FX2792.adjacent state readjustments. The discontinuity between stations FX2792.located in North Carolina and those in adjacent states FX2792.which have been adjusted to the HARN may be as much as 5 FX2792.decimeters. This will result in a significant loss of accuracy FX2792.over lines crossing such state borders. FX2792 FX2792 FX2792.The horizontal coordinates were established by classical geodetic methods FX2792.and adjusted by the National Geodetic Survey in January 1991. FX2792 FX2792.The orthometric height was determined by differential leveling FX2792.and adjusted by the National Geodetic Survey in June 1991. FX2792 FX2792.The Laplace correction was computed from DEFLEC99 derived deflections. FX2792 FX2792.The geoid height was determined by GEOID03. FX2792 FX2792.The dynamic height is computed by dividing the NAVD 88 FX2792.geopotential number by the normal gravity value computed on the FX2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2792.degrees latitude (g = 980.6199 gals.). FX2792 FX2792.The modeled gravity was interpolated from observed gravity values. FX2792 FX2792; North East Units Scale Factor Converg. FX2792;SPC NC - 267,381.371 793,567.927 MT 0.99999353 +1 10 47.5 FX2792;SPC NC - 877,233.71 2,603,564.11 sFT 0.99999353 +1 10 47.5 FX2792;UTM 18 - 4,001,600.613 324,039.106 MT 0.99998151 -1 09 13.8 FX2792 FX2792! - Elev Factor x Scale Factor = Combined Factor FX2792!SPC NC - 1.00000277 x 0.99999353 = 0.99999630 FX2792!UTM 18 - 1.00000277 x 0.99998151 = 0.99998428 FX2792 FX2792 SUPERSEDED SURVEY CONTROL FX2792 FX2792 NGVD 29 (01/18/91) 18.43 (m) 60.5 (f) LEVELING 3 FX2792 FX2792.Superseded values are not recommended for survey control. FX2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2792.See file dsdata.txt to determine how the superseded data were derived. FX2792 FX2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2403901601(NAD 83) FX2792_MARKER: DE = TRAVERSE STATION DISK FX2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2792_SP_SET: CONCRETE POST FX2792_STAMPING: SMITH 1980 FX2792_MARK LOGO: NCGS FX2792_PROJECTION: RECESSED 3 CENTIMETERS FX2792_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2792+STABILITY: SURFACE MOTION FX2792 FX2792 HISTORY - Date Condition Report By FX2792 HISTORY - 1980 MONUMENTED NCGS FX2792 HISTORY - 1980 GOOD NCGS FX2792 HISTORY - 1985 GOOD USPSQD FX2792 FX2792 STATION DESCRIPTION FX2792 FX2792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2792'STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTH-NORTHWEST OF FX2792'ASKEWVILLE AND 5.7 MILES SOUTH OF POWELLSVILLE. FX2792' FX2792'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2792'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 4.5 MILES TO FX2792'STATION ON THE RIGHT AT A SMALL CEMETERY AND 0.4 MILE SOUTH OF HOLLY FX2792'GROVE BAPTIST CHURCH. FX2792' FX2792'STATION MARK IS A STANDARD DISK STAMPED---SMITH 1980---SET IN THE TOP FX2792'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE FX2792'AND LEVEL WITH HIGHWAY. MARK IS 60.3 FEET EAST OF CENTERLINE OF FX2792'US 13, 54.1 FEET SOUTH OF CENTER OF THE EAST END OF ANNIE S. MAYO FX2792'CONCRETE GRAVE CAP, 61.0 FEET SOUTH OF CENTER OF THE EAST END OF THE FX2792'--JOHN SMITH--CONCRETE GRAVE CAP, 113.9 FEET NORTHWEST OF POWER POLE FX2792'WITH REFERENCE TAG AND 213.5 FEET NORTH OF 30 INCH PINE WITH REFERENCE FX2792'TAG. FX2792 FX2792 STATION RECOVERY (1980) FX2792 FX2792'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2792'2.4 MI NNW FROM ASKEWVILLE. FX2792'5.7 MILES SOUTH OF POWELLSVILLE. FX2792'4.5 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2792'WINDSOR AND AHOSKIE, ON THE RIGHT AT A SMALL CEMETERY AND 0.4 MILE FX2792'SOUTH OF HOLLY GROVE BAPTIST CHURCH, 60.3 FEET EAST OF CENTERLINE OF FX2792'US 13, 54.1 FEET CENTER OF THE EAST END OF THE ANNIE S. MAYO CONCRETE FX2792'GRAVE CAP, 61.0 FEET SOUTH OF CENTER OF THE EAST END OF THE JOHN SMITH FX2792'CONCRETE GRAVE CAP, 113.9 FEET NORTHWEST OF POWER POLE WITH REFERENCE FX2792'TAG AND 213.5 FEET NORTH OF 30 INCH PINE WITH REFERENCE TAG. FX2792 FX2792 STATION RECOVERY (1985) FX2792 FX2792'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2792'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2557 *********************************************************************** FX2557 DESIGNATION - SPRUILL FX2557 PID - FX2557 FX2557 STATE/COUNTY- NC/BERTIE FX2557 USGS QUAD - REPUBLICAN (1972) FX2557 FX2557 *CURRENT SURVEY CONTROL FX2557 ___________________________________________________________________ FX2557* NAD 83(1986)- 36 00 05.18616(N) 077 06 43.50028(W) ADJUSTED FX2557* NAVD 88 - 12.887 (meters) 42.28 (feet) ADJUSTED FX2557 ___________________________________________________________________ FX2557 LAPLACE CORR- -3.49 (seconds) DEFLEC99 FX2557 GEOID HEIGHT- -35.53 (meters) GEOID03 FX2557 DYNAMIC HT - 12.877 (meters) 42.25 (feet) COMP FX2557 MODELED GRAV- 979,825.4 (mgal) NAVD 88 FX2557 FX2557 HORZ ORDER - SECOND FX2557 VERT ORDER - SECOND CLASS II FX2557 FX2557.The North Carolina HARNS have been completed but, FX2557.due to contractual restrictions, coordinates for these stations FX2557.will NOT be published in the near future. In the interim, the FX2557.published coordinates in North Carolina will not be FX2557.consistent with the Continuously Operating Reference Stations FX2557.(CORS). The HARN coordinates for these stations are available FX2557.upon request. Contact Gary Thompson(919-733-3836). FX2557. FX2557.In addition, the published North Carolina positions FX2557.(NAD 83 (1986)) are NOT consistent with those determined in FX2557.adjacent state readjustments. The discontinuity between stations FX2557.located in North Carolina and those in adjacent states FX2557.which have been adjusted to the HARN may be as much as 5 FX2557.decimeters. This will result in a significant loss of accuracy FX2557.over lines crossing such state borders. FX2557 FX2557 FX2557.The horizontal coordinates were established by classical geodetic methods FX2557.and adjusted by the National Geodetic Survey in July 1986. FX2557 FX2557.The orthometric height was determined by differential leveling FX2557.and adjusted by the National Geodetic Survey in June 1991. FX2557 FX2557.The Laplace correction was computed from DEFLEC99 derived deflections. FX2557 FX2557.The geoid height was determined by GEOID03. FX2557 FX2557.The dynamic height is computed by dividing the NAVD 88 FX2557.geopotential number by the normal gravity value computed on the FX2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2557.degrees latitude (g = 980.6199 gals.). FX2557 FX2557.The modeled gravity was interpolated from observed gravity values. FX2557 FX2557; North East Units Scale Factor Converg. FX2557;SPC NC - 251,379.042 779,802.249 MT 0.99995807 +1 05 22.7 FX2557;SPC NC - 824,732.74 2,558,401.21 sFT 0.99995807 +1 05 22.7 FX2557;UTM 18 - 3,986,171.233 309,632.967 MT 1.00004656 -1 14 30.7 FX2557 FX2557! - Elev Factor x Scale Factor = Combined Factor FX2557!SPC NC - 1.00000355 x 0.99995807 = 0.99996162 FX2557!UTM 18 - 1.00000355 x 1.00004656 = 1.00005011 FX2557 FX2557: Primary Azimuth Mark Grid Az FX2557:SPC NC - SPRUILL AZ MK 120 42 55.4 FX2557:UTM 18 - SPRUILL AZ MK 123 02 48.8 FX2557 FX2557|---------------------------------------------------------------------| FX2557| PID Reference Object Distance Geod. Az | FX2557| dddmmss.s | FX2557| FX2558 SPRUILL RM 1 27.068 METERS 05123 | FX2557| EY1708 SPRUILL AZ MK 1214818.1 | FX2557| FX5085 SPRUILL RM 2 44.207 METERS 20404 | FX2557|---------------------------------------------------------------------| FX2557 FX2557 SUPERSEDED SURVEY CONTROL FX2557 FX2557 NAD 27 - 36 00 04.61670(N) 077 06 44.64650(W) AD( ) 2 FX2557 NGVD 29 (??/??/92) 13.224 (m) 43.39 (f) ADJ UNCH 2 2 FX2557 FX2557.Superseded values are not recommended for survey control. FX2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2557.See file dsdata.txt to determine how the superseded data were derived. FX2557 FX2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0963386171(NAD 83) FX2557_MARKER: DS = TRIANGULATION STATION DISK FX2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX2557_STAMPING: SPRUILL 1959 FX2557_MARK LOGO: CGS FX2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2557+STABILITY: SURFACE MOTION FX2557 FX2557 HISTORY - Date Condition Report By FX2557 HISTORY - 1959 MONUMENTED CGS FX2557 HISTORY - 1975 GOOD NCGS FX2557 FX2557 STATION DESCRIPTION FX2557 FX2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX2557'THE STATION IS ABOUT 9.0 MILES WEST OF WINDSOR, 8.0 MILES FX2557'SOUTHEAST OF LEWISTON, ON PROPERTY OWNED BY MR. C.W. SPRUILL FX2557'AND MR. H.B. SPRUILL. FX2557' FX2557'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN LEWISTON, GO FX2557'SOUTHWEST ON THE BLACKTOP ROAD TOWARD WOODVILLE FOR 0.55 MILE FX2557'TO A FORK IN THE ROAD. BEAR LEFT AND GO SOUTHERLY ON THE FX2557'BLACKTOP ROAD 2.55 MILES TO A BLACKTOP SIDE ROAD ON THE FX2557'LEFT. TURN LEFT AND GO SOUTHEASTERLY ON THE BLACKTOP ROAD 6.1 FX2557'MILES TO A SMALL STORE ON THE LEFT. CONTINUE SOUTHEASTERLY ON FX2557'THE BLACKTOP ROAD 1.3 MILES TO A FARM ROAD ON THE RIGHT AND THE FX2557'STATION ON THE LEFT. (CONTINUE SOUTHEASTERLY ON THE BLACKTOP FX2557'ROAD 0.4 MILE TO A DRIVEWAY ON THE LEFT. TURN LEFT INTO THE FX2557'DRIVEWAY AND THE AZIMUTH MARK AS DESCRIBED.) FX2557' FX2557'STATION MARKS ARE STANDARD DISKS STAMPED SPRUILL 1959. THE FX2557'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS FX2557'5 INCHES. IT IS 58.5 FEET NORTHEAST OF THE CENTERLINE OF THE FX2557'BLACKTOP ROAD, 51 FEET NORTH OF THE NORTHWEST END OF THE FX2557'CONCRETE CULVERT, 48 FEET EAST OF A 24-INCH OAK TREE AT THE FX2557'SOUTHEAST CORNER OF THE WOODS AND 19.5 FEET SOUTHEAST OF THE FX2557'FENCE LINE. A STANDARD METAL WITNESS POST WAS SET 1.2 FEET FX2557'EAST OF THE MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR FX2557'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND. FX2557' FX2557'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SPRUILL NO 1 FX2557'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 FX2557'INCHES. IT IS 132 FEET NORTHEAST OF THE CENTERLINE OF THE FX2557'BLACKTOP ROAD, 39.5 FEET SOUTHEAST OF THE FENCE LINE AND 17 FX2557'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE CULTIVATED FIELD. FX2557' FX2557'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPRUILL NO 2 FX2557'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 FX2557'INCHES. IT IS 94 FEET SOUTHWEST OF THE CENTERLINE OF THE FX2557'BLACKTOP ROAD, 12 FEET NORTHWEST OF THE CENTER OF THE FARM ROAD FX2557'AND 1 FOOT NORTHWEST OF THE FENCE LINE. FX2557' FX2557'AZIMUTH MARK, A STANDARD DISK STAMPED SPRUILL 1959, IS SET IN FX2557'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 211 FEET FX2557'NORTHEAST OF THE CENTERLINE OF THE BLACKTOP ROAD, 108 FEET FX2557'SOUTHWEST OF THE WEST CORNER OF THE FARM HOUSE, 34 FEET FX2557'NORTHWEST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF A FX2557'FENCE CORNER POST. A STANDARD METAL WITNESS POST WAS SET 2.2 FX2557'FEET NORTHEAST OF THE MARK. FX2557' FX2557'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FX2557 FX2557 STATION RECOVERY (1975) FX2557 FX2557'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 FX2557'9.0 MI W FROM WINDSOR. FX2557'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106 FX2557'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED FX2557'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH FX2557'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 (W) AT GRABTOWN, THENCE WEST FX2557'ALONG SR 1108 FOR 6.05 MILES TO STATION ON RIGHT IN A SMALL CLEARED FX2557'AREA AND APPROXIMATELY 200 FT. NORTH OF A ONE STORY WHITE SHINGLE FARM FX2557'HOUSE, AND 0.6 MILE EAST OF T-INTERSECTION WITH SR 1122 (S). 58.3 FT. FX2557'NE OF C/L OF SR 1108, 90.5 FT. NNE OF TELEPHONE PEDESTAL NO. 79, AT FX2557'DIRT FARM ROAD (S), 45.5 FT. ENE OF 36 IN. OAK WITH ALUMINUM REF. TAG, FX2557'37.5 FT. SOUTH OF 12 IN. LAUREL OAK WITH ALUMINUM REF. TAG, 52.0 FT. FX2557'WEST OF 8 IN. SWEET GUM WITH ALUMINUM REF. TAG, AND 1.5 FT. WEST OF FX2557'METAL WITNESS POST. DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT FX2557'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1974 *********************************************************************** EY1974 DESIGNATION - STAN EY1974 PID - EY1974 EY1974 STATE/COUNTY- NC/BERTIE EY1974 USGS QUAD - WINDSOR SOUTH (1978) EY1974 EY1974 *CURRENT SURVEY CONTROL EY1974 ___________________________________________________________________ EY1974* NAD 83(1986)- 35 59 56.38970(N) 076 54 30.55850(W) ADJUSTED EY1974* NAVD 88 - 8.863 (meters) 29.08 (feet) ADJUSTED EY1974 ___________________________________________________________________ EY1974 LAPLACE CORR- -5.37 (seconds) DEFLEC99 EY1974 GEOID HEIGHT- -36.04 (meters) GEOID03 EY1974 DYNAMIC HT - 8.856 (meters) 29.06 (feet) COMP EY1974 MODELED GRAV- 979,820.6 (mgal) NAVD 88 EY1974 EY1974 HORZ ORDER - SECOND EY1974 VERT ORDER - SECOND CLASS II EY1974 EY1974.The North Carolina HARNS have been completed but, EY1974.due to contractual restrictions, coordinates for these stations EY1974.will NOT be published in the near future. In the interim, the EY1974.published coordinates in North Carolina will not be EY1974.consistent with the Continuously Operating Reference Stations EY1974.(CORS). The HARN coordinates for these stations are available EY1974.upon request. Contact Gary Thompson(919-733-3836). EY1974. EY1974.In addition, the published North Carolina positions EY1974.(NAD 83 (1986)) are NOT consistent with those determined in EY1974.adjacent state readjustments. The discontinuity between stations EY1974.located in North Carolina and those in adjacent states EY1974.which have been adjusted to the HARN may be as much as 5 EY1974.decimeters. This will result in a significant loss of accuracy EY1974.over lines crossing such state borders. EY1974 EY1974 EY1974.The horizontal coordinates were established by classical geodetic methods EY1974.and adjusted by the National Geodetic Survey in January 1991. EY1974 EY1974.The orthometric height was determined by differential leveling EY1974.and adjusted by the National Geodetic Survey in June 1991. EY1974 EY1974.The Laplace correction was computed from DEFLEC99 derived deflections. EY1974 EY1974.The geoid height was determined by GEOID03. EY1974 EY1974.The dynamic height is computed by dividing the NAVD 88 EY1974.geopotential number by the normal gravity value computed on the EY1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1974.degrees latitude (g = 980.6199 gals.). EY1974 EY1974.The modeled gravity was interpolated from observed gravity values. EY1974 EY1974; North East Units Scale Factor Converg. EY1974;SPC NC - 251,475.877 798,160.038 MT 0.99995752 +1 12 25.8 EY1974;SPC NC - 825,050.44 2,618,630.06 sFT 0.99995752 +1 12 25.8 EY1974;UTM 18 - 3,985,521.511 327,980.375 MT 0.99996462 -1 07 19.3 EY1974 EY1974! - Elev Factor x Scale Factor = Combined Factor EY1974!SPC NC - 1.00000427 x 0.99995752 = 0.99996179 EY1974!UTM 18 - 1.00000427 x 0.99996462 = 0.99996889 EY1974 EY1974 SUPERSEDED SURVEY CONTROL EY1974 EY1974 NGVD 29 (01/18/91) 9.20 (m) 30.2 (f) LEVELING 3 EY1974 EY1974.Superseded values are not recommended for survey control. EY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1974.See file dsdata.txt to determine how the superseded data were derived. EY1974 EY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2798085522(NAD 83) EY1974_MARKER: DE = TRAVERSE STATION DISK EY1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1974_SP_SET: CONCRETE POST EY1974_STAMPING: STAN 1980 EY1974_MARK LOGO: NCGS EY1974_PROJECTION: RECESSED 5 CENTIMETERS EY1974_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1974+STABILITY: SURFACE MOTION EY1974 EY1974 HISTORY - Date Condition Report By EY1974 HISTORY - 1980 MONUMENTED NCGS EY1974 HISTORY - 1980 GOOD NCGS EY1974 EY1974 STATION DESCRIPTION EY1974 EY1974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1974'STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WINDSOR. EY1974' EY1974'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH EY1974'NC 308 EAST OF WINDSOR, PROCEED NORTHEASTERLY ALONG US 17 FOR 1.05 EY1974'MILES TO STATION ON THE LEFT AT THE SOUTHWEST CORNER OF THE YARD OF A EY1974'WHITE SHINGLE HOUSE AND 0.7 MILE SOUTHWEST OF THE INTERSECTION WITH EY1974'SR 1505. EY1974' EY1974'STATION MARK IS A STANDARD DISK STAMPED---STAN 1980---SET IN THE TOP EY1974'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND EY1974'SURFACE. MARK IS 36.4 FEET NORTH-NORTHWEST OF THE CENTERLINE OF EY1974'US 17, 27.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 98.0 EY1974'FEET SOUTH OF SOUTHWEST CORNER OF HOUSE AND 84.4 FEET WEST-SOUTHWEST EY1974'OF POWER POLE, 81.5 FEET NORTHWEST OF SERVICE POLE AND 33.6 FEET EY1974'SOUTHEAST OF 10 INCH PINE ALL WITH REFERENCE TAGS. EY1974 EY1974 STATION RECOVERY (1980) EY1974 EY1974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1974'2.3 MI EAST FROM WINDSOR. EY1974'1.05 MILES NORTHEASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION EY1974'OF US 17 WITH NC 308 EAST OF WINDSOR, ON THE LEFT AT THE SOUTHWEST EY1974'CORNER OF THE YARD OF A WHITE SHINGLED HOUSE AND 0.7 MILE SOUTHWEST OF EY1974'THE INTERSECTION WITH SR 1505, 36.4 FEET NORTH-NORTHWEST OF EY1974'CENTERLINE OF US 17, 27.3 FEET WEST-SOUTHWEST OF CENTERLINE OF EY1974'DRIVEWAY, 98.0 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE AND 84.4 FEET EY1974'WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 81.5 FEET NORTHWEST EY1974'OF SERVICE POLE WITH REFERENCE TAG AND 33.6 FEET SOUTHEAST OF 10 INCH EY1974'PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2824 *********************************************************************** FX2824 DESIGNATION - STONE FX2824 PID - FX2824 FX2824 STATE/COUNTY- NC/BERTIE FX2824 USGS QUAD - WINDSOR NORTH (1981) FX2824 FX2824 *CURRENT SURVEY CONTROL FX2824 ___________________________________________________________________ FX2824* NAD 83(1986)- 36 00 00.76188(N) 076 57 49.21571(W) ADJUSTED FX2824* NAVD 88 - 10.668 (meters) 35.00 (feet) ADJUSTED FX2824 ___________________________________________________________________ FX2824 LAPLACE CORR- -4.28 (seconds) DEFLEC99 FX2824 GEOID HEIGHT- -35.88 (meters) GEOID03 FX2824 DYNAMIC HT - 10.660 (meters) 34.97 (feet) COMP FX2824 MODELED GRAV- 979,826.2 (mgal) NAVD 88 FX2824 FX2824 HORZ ORDER - SECOND FX2824 VERT ORDER - SECOND CLASS II FX2824 FX2824.The North Carolina HARNS have been completed but, FX2824.due to contractual restrictions, coordinates for these stations FX2824.will NOT be published in the near future. In the interim, the FX2824.published coordinates in North Carolina will not be FX2824.consistent with the Continuously Operating Reference Stations FX2824.(CORS). The HARN coordinates for these stations are available FX2824.upon request. Contact Gary Thompson(919-733-3836). FX2824. FX2824.In addition, the published North Carolina positions FX2824.(NAD 83 (1986)) are NOT consistent with those determined in FX2824.adjacent state readjustments. The discontinuity between stations FX2824.located in North Carolina and those in adjacent states FX2824.which have been adjusted to the HARN may be as much as 5 FX2824.decimeters. This will result in a significant loss of accuracy FX2824.over lines crossing such state borders. FX2824 FX2824 FX2824.The horizontal coordinates were established by classical geodetic methods FX2824.and adjusted by the National Geodetic Survey in January 1991. FX2824 FX2824.The orthometric height was determined by differential leveling FX2824.and adjusted by the National Geodetic Survey in June 1991. FX2824 FX2824.The Laplace correction was computed from DEFLEC99 derived deflections. FX2824 FX2824.The geoid height was determined by GEOID03. FX2824 FX2824.The dynamic height is computed by dividing the NAVD 88 FX2824.geopotential number by the normal gravity value computed on the FX2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2824.degrees latitude (g = 980.6199 gals.). FX2824 FX2824.The modeled gravity was interpolated from observed gravity values. FX2824 FX2824; North East Units Scale Factor Converg. FX2824;SPC NC - 251,507.168 793,183.034 MT 0.99995779 +1 10 31.1 FX2824;SPC NC - 825,153.10 2,602,301.34 sFT 0.99995779 +1 10 31.1 FX2824;UTM 18 - 3,985,755.077 323,008.669 MT 0.99998600 -1 09 16.3 FX2824 FX2824! - Elev Factor x Scale Factor = Combined Factor FX2824!SPC NC - 1.00000396 x 0.99995779 = 0.99996175 FX2824!UTM 18 - 1.00000396 x 0.99998600 = 0.99998996 FX2824 FX2824 SUPERSEDED SURVEY CONTROL FX2824 FX2824 NGVD 29 (01/18/91) 11.00 (m) 36.1 (f) LEVELING 3 FX2824 FX2824.Superseded values are not recommended for survey control. FX2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2824.See file dsdata.txt to determine how the superseded data were derived. FX2824 FX2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2300985755(NAD 83) FX2824_MARKER: DE = TRAVERSE STATION DISK FX2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2824_SP_SET: CONCRETE POST FX2824_STAMPING: STONE 1980 FX2824_MARK LOGO: NCGS FX2824_PROJECTION: RECESSED 15 CENTIMETERS FX2824_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2824+STABILITY: SURFACE MOTION FX2824 FX2824 HISTORY - Date Condition Report By FX2824 HISTORY - 1980 MONUMENTED NCGS FX2824 HISTORY - 1980 GOOD NCGS FX2824 HISTORY - 19950508 GOOD USPSQD FX2824 FX2824 STATION DESCRIPTION FX2824 FX2824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2824'STATION IS LOCATED ALONG US 13 BYPASS IN NORTHWEST SECTION OF WINDSOR. FX2824' FX2824'TO REACH STATION FROM INTERSECTION OF US 13 BYPASS WITH NC 308, FX2824'PROCEED SOUTHWEST ALONG US 13 BYPASS FOR 0.3 MILE TO STATION IN RIGHT FX2824'SHOULDER, AT END OF DIVIDED HIGHWAY. FX2824' FX2824'STATION MARK IS A STANDARD DISK STAMPED---STONE 1980---SET IN TOP OF A FX2824'10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX2824'27.6 FEET NORTHWEST OF CENTERLINE OF MEDIAN STRIP, 78.2 FEET NORTH FX2824'NORTHEAST OF SOUTH END OF MEDIAN STRIP, 71.4 FEET SOUTH-SOUTHWEST OF FX2824'NORTHWEST END OF CULVERT, 77.7 FEET SOUTHWEST OF NORTH END OF ASPHALT FX2824'MEDIAN AND 119.0 FEET WEST OF POWER POLE WITH REFERENCE TAG. FX2824 FX2824 STATION RECOVERY (1980) FX2824 FX2824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2824'IN WINDSOR. FX2824'ALONG US 13 BYPASS IN THE NORTHWEST SECTION OF WINDSOR, 0.3 MILE FX2824'0.3 MILE SOUTHWEST ALONG US 13 BYPASS FROM INTERSECTION WITH NC 308 FX2824'IN THE RIGHT SHOULDER AT END OF DIVIDED HIGHWAY, 27.6 FEET NORTHWEST FX2824'OF MEDIAN STRIP, 78.2 FEET NORTH-NORTHEAST OF SOUTH END OF MEDIAN FX2824'STRIP, 71.4 FEET SOUTH-SOUTHWEST OF NORTHWEST END OF CULVERT, 77.7 FX2824'FEET SOUTHWEST OF NORTH END OF ASPHALT MEDIAN AND 119.0 FEET WEST OF FX2824'POWER POLE WITH REFERENCE TAG. FX2824 FX2824 STATION RECOVERY (1995) FX2824 FX2824'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2824'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2894 *********************************************************************** FX2894 DESIGNATION - SUB FX2894 PID - FX2894 FX2894 STATE/COUNTY- NC/BERTIE FX2894 USGS QUAD - MERRY HILL (1982) FX2894 FX2894 *CURRENT SURVEY CONTROL FX2894 ___________________________________________________________________ FX2894* NAD 83(1986)- 36 01 23.35594(N) 076 49 02.60799(W) ADJUSTED FX2894* NAVD 88 - 14.084 (meters) 46.21 (feet) ADJUSTED FX2894 ___________________________________________________________________ FX2894 LAPLACE CORR- -4.81 (seconds) DEFLEC99 FX2894 GEOID HEIGHT- -36.28 (meters) GEOID03 FX2894 DYNAMIC HT - 14.072 (meters) 46.17 (feet) COMP FX2894 MODELED GRAV- 979,806.5 (mgal) NAVD 88 FX2894 FX2894 HORZ ORDER - SECOND FX2894 VERT ORDER - SECOND CLASS II FX2894 FX2894.The North Carolina HARNS have been completed but, FX2894.due to contractual restrictions, coordinates for these stations FX2894.will NOT be published in the near future. In the interim, the FX2894.published coordinates in North Carolina will not be FX2894.consistent with the Continuously Operating Reference Stations FX2894.(CORS). The HARN coordinates for these stations are available FX2894.upon request. Contact Gary Thompson(919-733-3836). FX2894. FX2894.In addition, the published North Carolina positions FX2894.(NAD 83 (1986)) are NOT consistent with those determined in FX2894.adjacent state readjustments. The discontinuity between stations FX2894.located in North Carolina and those in adjacent states FX2894.which have been adjusted to the HARN may be as much as 5 FX2894.decimeters. This will result in a significant loss of accuracy FX2894.over lines crossing such state borders. FX2894 FX2894 FX2894.The horizontal coordinates were established by classical geodetic methods FX2894.and adjusted by the National Geodetic Survey in January 1991. FX2894 FX2894.The orthometric height was determined by differential leveling FX2894.and adjusted by the National Geodetic Survey in June 1991. FX2894 FX2894.The Laplace correction was computed from DEFLEC99 derived deflections. FX2894 FX2894.The geoid height was determined by GEOID03. FX2894 FX2894.The dynamic height is computed by dividing the NAVD 88 FX2894.geopotential number by the normal gravity value computed on the FX2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2894.degrees latitude (g = 980.6199 gals.). FX2894 FX2894.The modeled gravity was interpolated from observed gravity values. FX2894 FX2894; North East Units Scale Factor Converg. FX2894;SPC NC - 254,332.400 806,312.636 MT 0.99996311 +1 15 35.1 FX2894;SPC NC - 834,422.22 2,645,377.37 sFT 0.99996311 +1 15 35.1 FX2894;UTM 18 - 3,988,044.339 336,242.215 MT 0.99993044 -1 04 08.6 FX2894 FX2894! - Elev Factor x Scale Factor = Combined Factor FX2894!SPC NC - 1.00000348 x 0.99996311 = 0.99996659 FX2894!UTM 18 - 1.00000348 x 0.99993044 = 0.99993392 FX2894 FX2894 SUPERSEDED SURVEY CONTROL FX2894 FX2894 NGVD 29 (01/18/91) 14.42 (m) 47.3 (f) LEVELING 3 FX2894 FX2894.Superseded values are not recommended for survey control. FX2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2894.See file dsdata.txt to determine how the superseded data were derived. FX2894 FX2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3624288044(NAD 83) FX2894_MARKER: DE = TRAVERSE STATION DISK FX2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2894_SP_SET: CONCRETE POST FX2894_STAMPING: SUB 1980 FX2894_MARK LOGO: NCGS FX2894_PROJECTION: RECESSED 15 CENTIMETERS FX2894_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2894+STABILITY: SURFACE MOTION FX2894 FX2894 HISTORY - Date Condition Report By FX2894 HISTORY - 1980 MONUMENTED NCGS FX2894 HISTORY - 1980 GOOD NCGS FX2894 FX2894 STATION DESCRIPTION FX2894 FX2894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2894'STATION IS LOCATED APPROXIMATELY 2.7 MILES WEST-NORTHWEST OF MERRY FX2894'HILL AND 7.7 MILES EAST-NORTHEAST OF WINDSOR. FX2894' FX2894'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2894'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 2.0 MILES TO FX2894'STATION ON THE RIGHT AT THE WEST SIDE OF A CONCRETE DRIVEWAY AND FX2894'APPROXIMATELY 150 FEET NORTHEAST OF AN ELECTRICAL SUBSTATION AND 0.3 FX2894'MILE SOUTHWEST OF SR 1502. FX2894' FX2894'STATION MARK IS A STANDARD DISK STAMPED---SUB 1980---SET IN THE TOP FX2894'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2894'SURFACE. MARK IS 18.6 FEET NORTH-NORTHWEST OF CENTERLINE OF US 17, FX2894'22.7 FEET WEST-SOUTHWEST OF CENTERLINE OF DRIVEWAY, 121.8 FEET FX2894'NORTHEAST OF NORTHEAST CORNER OF SUBSTATION FENCE, 25.5 FEET SOUTHEAST FX2894'OF 24 INCH PINE WITH REFERENCE TAG AND 78.0 FEET SOUTHWEST OF SERVICE FX2894'POLE WITH REFERENCE TAG. FX2894 FX2894 STATION RECOVERY (1980) FX2894 FX2894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2894'2.7 MI WNW FROM MERRY HILL. FX2894'7.7 MILES EAST-NORTHEAST OF WINDSOR. FX2894'2.0 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2894'BETWEEN WINDSOR AND EDENTON, ON THE RIGHT AT THE WEST SIDE OF A FX2894'CONCRETE DRIVEWAY AND APPROXIMATELY 150 FEET NORTHEAST OF AN FX2894'ELECTRICAL SUBSTATION AND 0.3 MILE SOUTHWEST OF SR 1502, 18.6 FEET FX2894'NORTH-NORTHWEST OF CENTERLINE OF US 17, 22.7 FEET WEST-SOUTHWEST OF FX2894'CENTERLINE OF DRIVEWAY, 121.8 FEET NORTHEAST OF NORTHEAST CORNER OF FX2894'SUBSTATION FENCE, 25.5 FEET SOUTHEAST OF 24 INCH PINE WITH REFERENCE FX2894'TAG AND 78.0 FEET SOUTHWEST OF SERVICE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1968 *********************************************************************** EY1968 DESIGNATION - SUNBEAM EY1968 PID - EY1968 EY1968 STATE/COUNTY- NC/BERTIE EY1968 USGS QUAD - WINDSOR SOUTH (1978) EY1968 EY1968 *CURRENT SURVEY CONTROL EY1968 ___________________________________________________________________ EY1968* NAD 83(1986)- 35 58 26.11074(N) 076 57 21.37204(W) ADJUSTED EY1968* NAVD 88 - 9.173 (meters) 30.10 (feet) ADJUSTED EY1968 ___________________________________________________________________ EY1968 LAPLACE CORR- -4.53 (seconds) DEFLEC99 EY1968 GEOID HEIGHT- -35.95 (meters) GEOID03 EY1968 DYNAMIC HT - 9.166 (meters) 30.07 (feet) COMP EY1968 MODELED GRAV- 979,823.8 (mgal) NAVD 88 EY1968 EY1968 HORZ ORDER - SECOND EY1968 VERT ORDER - SECOND CLASS II EY1968 EY1968.The North Carolina HARNS have been completed but, EY1968.due to contractual restrictions, coordinates for these stations EY1968.will NOT be published in the near future. In the interim, the EY1968.published coordinates in North Carolina will not be EY1968.consistent with the Continuously Operating Reference Stations EY1968.(CORS). The HARN coordinates for these stations are available EY1968.upon request. Contact Gary Thompson(919-733-3836). EY1968. EY1968.In addition, the published North Carolina positions EY1968.(NAD 83 (1986)) are NOT consistent with those determined in EY1968.adjacent state readjustments. The discontinuity between stations EY1968.located in North Carolina and those in adjacent states EY1968.which have been adjusted to the HARN may be as much as 5 EY1968.decimeters. This will result in a significant loss of accuracy EY1968.over lines crossing such state borders. EY1968 EY1968 EY1968.The horizontal coordinates were established by classical geodetic methods EY1968.and adjusted by the National Geodetic Survey in January 1991. EY1968 EY1968.The orthometric height was determined by differential leveling EY1968.and adjusted by the National Geodetic Survey in June 1991. EY1968 EY1968.The Laplace correction was computed from DEFLEC99 derived deflections. EY1968 EY1968.The geoid height was determined by GEOID03. EY1968 EY1968.The dynamic height is computed by dividing the NAVD 88 EY1968.geopotential number by the normal gravity value computed on the EY1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1968.degrees latitude (g = 980.6199 gals.). EY1968 EY1968.The modeled gravity was interpolated from observed gravity values. EY1968 EY1968; North East Units Scale Factor Converg. EY1968;SPC NC - 248,604.923 793,940.277 MT 0.99995190 +1 10 47.2 EY1968;SPC NC - 815,631.32 2,604,785.73 sFT 0.99995190 +1 10 47.2 EY1968;UTM 18 - 3,982,824.365 323,647.344 MT 0.99998323 -1 08 57.3 EY1968 EY1968! - Elev Factor x Scale Factor = Combined Factor EY1968!SPC NC - 1.00000420 x 0.99995190 = 0.99995610 EY1968!UTM 18 - 1.00000420 x 0.99998323 = 0.99998743 EY1968 EY1968 SUPERSEDED SURVEY CONTROL EY1968 EY1968 NGVD 29 (01/18/91) 9.50 (m) 31.2 (f) LEVELING 3 EY1968 EY1968.Superseded values are not recommended for survey control. EY1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1968.See file dsdata.txt to determine how the superseded data were derived. EY1968 EY1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2364782824(NAD 83) EY1968_MARKER: DE = TRAVERSE STATION DISK EY1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1968_SP_SET: CONCRETE POST EY1968_STAMPING: SUNBEAM 1980 EY1968_MARK LOGO: NCGS EY1968_PROJECTION: RECESSED 15 CENTIMETERS EY1968_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1968+STABILITY: SURFACE MOTION EY1968 EY1968 HISTORY - Date Condition Report By EY1968 HISTORY - 1980 MONUMENTED NCGS EY1968 HISTORY - 1980 GOOD NCGS EY1968 HISTORY - 1985 GOOD USPSQD EY1968 HISTORY - 19870414 GOOD USPSQD EY1968 HISTORY - 19950508 GOOD USPSQD EY1968 EY1968 STATION DESCRIPTION EY1968 EY1968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1968'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF WINDSOR. EY1968' EY1968'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 13 EY1968'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13 EY1968'FOR 0.7 MILE TO STATION IN THE RIGHT SHOULDER NEAR A SUNBEAM BREAD EY1968'BILLBOARD AND 0.65 MILE NORTH OF THE INTERSECTION WITH SR 1500. EY1968' EY1968'STATION MARK IS A STANDARD DISK STAMPED---SUNBEAM 1980---, SET IN THE EY1968'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EY1968'SURFACE. THE MARK IS 24.3 FEET WEST OF THE CENTERLINE OF SOUTHBOUND EY1968'LANES, 65.2 FEET SOUTHEAST OF EAST POST OF BILLBOARD WITH REFERENCE EY1968'TAG, 80.0 FEET EAST-NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG, EY1968'103.4 FEET NORTH-NORTHEAST OF 24 INCH PINE WITH REFERENCE TAG AND EY1968'204.6 FEET SOUTHWEST OF TELEPHONE JUNCTION BOX. EY1968 EY1968 STATION RECOVERY (1980) EY1968 EY1968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1968'1.5 MI SOUTH FROM WINDSOR. EY1968'0.7 MILE SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 17 BYPASS EY1968'WITH US 13 NORTH BYPASS SOUTHWEST OF WINDSOR, IN THE RIGHT SHOULDER EY1968'NEAR A SUNBEAM BREAD BILLBOARD AND 0.65 MILE NORTH OF THE INTERSECTION EY1968'WITH SR 1500, 24.3 FEET WEST OF CENTERLINE OF SOUTH BOUND LANES, 65.2 EY1968'FEET SOUTHEAST OF EAST POST OF BILLBOARD WITH REFERENCE TAG, 80.0 FEET EY1968'EAST-NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG, 103.4 FEET EY1968'NORTH-NORTHEAST OF 24 INCH PINE WITH REFERENCE TAG AND 204.6 FEET EY1968'SOUTHWEST OF TELEPHONE JUNCTION BOX. EY1968 EY1968 STATION RECOVERY (1985) EY1968 EY1968'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY1968'RECOVERED IN GOOD CONDITION. EY1968 EY1968 STATION RECOVERY (1987) EY1968 EY1968'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EY1968'RECOVERED IN GOOD CONDITION. EY1968 EY1968 STATION RECOVERY (1995) EY1968 EY1968'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1968'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2891 *********************************************************************** FX2891 DESIGNATION - SUNFLOWER FX2891 PID - FX2891 FX2891 STATE/COUNTY- NC/BERTIE FX2891 USGS QUAD - MERRY HILL (1982) FX2891 FX2891 *CURRENT SURVEY CONTROL FX2891 ___________________________________________________________________ FX2891* NAD 83(1986)- 36 01 03.05752(N) 076 50 15.02564(W) ADJUSTED FX2891* NAVD 88 - 13.422 (meters) 44.04 (feet) ADJUSTED FX2891 ___________________________________________________________________ FX2891 LAPLACE CORR- -5.14 (seconds) DEFLEC99 FX2891 GEOID HEIGHT- -36.23 (meters) GEOID03 FX2891 DYNAMIC HT - 13.411 (meters) 44.00 (feet) COMP FX2891 MODELED GRAV- 979,809.3 (mgal) NAVD 88 FX2891 FX2891 HORZ ORDER - SECOND FX2891 VERT ORDER - SECOND CLASS II FX2891 FX2891.The North Carolina HARNS have been completed but, FX2891.due to contractual restrictions, coordinates for these stations FX2891.will NOT be published in the near future. In the interim, the FX2891.published coordinates in North Carolina will not be FX2891.consistent with the Continuously Operating Reference Stations FX2891.(CORS). The HARN coordinates for these stations are available FX2891.upon request. Contact Gary Thompson(919-733-3836). FX2891. FX2891.In addition, the published North Carolina positions FX2891.(NAD 83 (1986)) are NOT consistent with those determined in FX2891.adjacent state readjustments. The discontinuity between stations FX2891.located in North Carolina and those in adjacent states FX2891.which have been adjusted to the HARN may be as much as 5 FX2891.decimeters. This will result in a significant loss of accuracy FX2891.over lines crossing such state borders. FX2891 FX2891 FX2891.The horizontal coordinates were established by classical geodetic methods FX2891.and adjusted by the National Geodetic Survey in January 1991. FX2891 FX2891.The orthometric height was determined by differential leveling FX2891.and adjusted by the National Geodetic Survey in June 1991. FX2891 FX2891.The Laplace correction was computed from DEFLEC99 derived deflections. FX2891 FX2891.The geoid height was determined by GEOID03. FX2891 FX2891.The dynamic height is computed by dividing the NAVD 88 FX2891.geopotential number by the normal gravity value computed on the FX2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2891.degrees latitude (g = 980.6199 gals.). FX2891 FX2891.The modeled gravity was interpolated from observed gravity values. FX2891 FX2891; North East Units Scale Factor Converg. FX2891;SPC NC - 253,667.255 804,513.561 MT 0.99996179 +1 14 53.3 FX2891;SPC NC - 832,239.99 2,639,474.91 sFT 0.99996179 +1 14 53.3 FX2891;UTM 18 - 3,987,452.865 334,417.649 MT 0.99993784 -1 04 50.7 FX2891 FX2891! - Elev Factor x Scale Factor = Combined Factor FX2891!SPC NC - 1.00000358 x 0.99996179 = 0.99996537 FX2891!UTM 18 - 1.00000358 x 0.99993784 = 0.99994142 FX2891 FX2891 SUPERSEDED SURVEY CONTROL FX2891 FX2891 NGVD 29 (01/18/91) 13.76 (m) 45.1 (f) LEVELING 3 FX2891 FX2891.Superseded values are not recommended for survey control. FX2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2891.See file dsdata.txt to determine how the superseded data were derived. FX2891 FX2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3441887453(NAD 83) FX2891_MARKER: DE = TRAVERSE STATION DISK FX2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2891_SP_SET: CONCRETE POST FX2891_STAMPING: SUNFLOWER 1980 FX2891_MARK LOGO: NCGS FX2891_PROJECTION: RECESSED 3 CENTIMETERS FX2891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2891+STABILITY: SURFACE MOTION FX2891 FX2891 HISTORY - Date Condition Report By FX2891 HISTORY - 1980 MONUMENTED NCGS FX2891 HISTORY - 1980 GOOD NCGS FX2891 FX2891 STATION DESCRIPTION FX2891 FX2891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2891'STATION IS LOCATED APPROXIMATELY 3.7 MILES WEST OF MERRY HILL, 6.6 FX2891'MILES EAST-NORTHEAST OF WINDSOR AND 8.8 MILES SOUTHEAST OF ASKEWVILLE. FX2891' FX2891'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2891'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 3.2 MILES TO FX2891'STATION ON THE RIGHT NEAR POWER POLE AND 0.35 MILE EAST OF SR 1504. FX2891' FX2891'STATION MARK IS A STANDARD DISK STAMPED---SUNFLOWER 1980---SET IN THE FX2891'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2891'SURFACE. MARK IS 70.3 FEET NORTH OF THE CENTERLINE OF US 17 AND 35.4 FX2891'FEET WEST OF POWER POLE H 182/19, 20.8 FEET SOUTH-SOUTHWEST OF 8 INCH FX2891'PINE, 31.1 FEET SOUTHEAST OF 10 INCH PINE AND 179.5 FEET EAST OF FX2891'POWER POLE H 182/20 ALL WITH REFERENCE TAGS. FX2891 FX2891 STATION RECOVERY (1980) FX2891 FX2891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2891'3.7 MI WEST FROM MERRY HILL. FX2891'6.6 MILES EAST-NORTHEAST OF WINDSOR AND 8.8 MILES SOUTHEAST OF FX2891'ASKEWVILLE. FX2891'3.2 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2891'BETWEEN WINDSOR AND EDENTON, ON THE RIGHT NEAR POWER POLE AND 0.35 FX2891'MILE EAST OF SR 1504, 70.3 FEET NORTH OF CENTERLINE OF US 17 AND FX2891'35.4 FEET WEST OF POWER POLE H 182/19, 20.8 FEET SOUTH-SOUTHWEST OF 8 FX2891'INCH PINE, 31.1 FEET SOUTHEAST OF 10 INCH PINE AND 179.5 FEET EAST FX2891'OF POWER POLE H 182/20 ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4048 *********************************************************************** EY4048 DESIGNATION - SUTTON EY4048 PID - EY4048 EY4048 STATE/COUNTY- NC/BERTIE EY4048 USGS QUAD - WINDSOR SOUTH (1978) EY4048 EY4048 *CURRENT SURVEY CONTROL EY4048 ___________________________________________________________________ EY4048* NAD 83(1986)- 35 53 56.16315(N) 076 54 35.46657(W) ADJUSTED EY4048* NAVD 88 - 2. (meters) 7. (feet) SCALED EY4048 ___________________________________________________________________ EY4048 LAPLACE CORR- -4.47 (seconds) DEFLEC99 EY4048 GEOID HEIGHT- -36.22 (meters) GEOID03 EY4048 EY4048 HORZ ORDER - THIRD EY4048 EY4048.The North Carolina HARNS have been completed but, EY4048.due to contractual restrictions, coordinates for these stations EY4048.will NOT be published in the near future. In the interim, the EY4048.published coordinates in North Carolina will not be EY4048.consistent with the Continuously Operating Reference Stations EY4048.(CORS). The HARN coordinates for these stations are available EY4048.upon request. Contact Gary Thompson(919-733-3836). EY4048. EY4048.In addition, the published North Carolina positions EY4048.(NAD 83 (1986)) are NOT consistent with those determined in EY4048.adjacent state readjustments. The discontinuity between stations EY4048.located in North Carolina and those in adjacent states EY4048.which have been adjusted to the HARN may be as much as 5 EY4048.decimeters. This will result in a significant loss of accuracy EY4048.over lines crossing such state borders. EY4048 EY4048 EY4048.The horizontal coordinates were established by classical geodetic methods EY4048.and adjusted by the National Geodetic Survey in July 1986. EY4048 EY4048.The orthometric height was scaled from a topographic map. EY4048 EY4048.The Laplace correction was computed from DEFLEC99 derived deflections. EY4048 EY4048.The geoid height was determined by GEOID03. EY4048 EY4048; North East Units Scale Factor Converg. EY4048;SPC NC - 240,373.554 798,270.885 MT 0.99993627 +1 12 22.9 EY4048;SPC NC - 788,625.57 2,618,993.73 sFT 0.99993627 +1 12 22.9 EY4048;UTM 18 - 3,974,423.639 327,640.177 MT 0.99996607 -1 07 12.5 EY4048 EY4048! - Elev Factor x Scale Factor = Combined Factor EY4048!SPC NC - 1.00000542 x 0.99993627 = 0.99994169 EY4048!UTM 18 - 1.00000542 x 0.99996607 = 0.99997149 EY4048 EY4048: Primary Azimuth Mark Grid Az EY4048:SPC NC - SUTTON AZ MK 357 33 33.7 EY4048:UTM 18 - SUTTON AZ MK 359 53 09.1 EY4048 EY4048|---------------------------------------------------------------------| EY4048| PID Reference Object Distance Geod. Az | EY4048| dddmmss.s | EY4048| EY5537 SUTTON RM 1 37.036 METERS 06118 | EY4048| EY5538 SUTTON RM 2 29.614 METERS 35230 | EY4048| EY5536 SUTTON AZ MK 3584556.6 | EY4048|---------------------------------------------------------------------| EY4048 EY4048 SUPERSEDED SURVEY CONTROL EY4048 EY4048 NAD 27 - 35 53 55.58200(N) 076 54 36.64300(W) AD( ) 3 EY4048 EY4048.Superseded values are not recommended for survey control. EY4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4048.See file dsdata.txt to determine how the superseded data were derived. EY4048 EY4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2764074424(NAD 83) EY4048_MARKER: DS = TRIANGULATION STATION DISK EY4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4048 EY4048 HISTORY - Date Condition Report By EY4048 HISTORY - 1954 MONUMENTED CGS EY4048 HISTORY - 1964 GOOD CGS EY4048 EY4048 STATION DESCRIPTION EY4048 EY4048'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4048'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF WILLIAMSTON AND EY4048'ABOUT 7 MILES SOUTH SOUTHEAST OF WINDSOR ON PROPERTY OWNED BY EY4048'MR. TURNER SUTTON. IT IS 86 FEET SOUTH OF THE SOUTHWEST CORNER EY4048'OF A HOUSE, 60 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE EY4048'HOUSE, 26 FEET NORTH OF THE NORTHWEST CORNER OF A BARN AND 4 EY4048'FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES EY4048'AND THE DISK IS STAMPED SUTTON 1954. EY4048' EY4048'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE NORTHEAST CORNER EY4048'OF THE HOUSE AND 3 FEET NORTHWEST OF A 24 INCH TREE. THE MARK EY4048'IS FLUSH AND THE DISK IS STAMPED SUTTON NO 1 1954. EY4048' EY4048'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF THE SOUTHWEST EY4048'CORNER OF THE HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED EY4048'SUTTON NO 2 1954. EY4048' EY4048'AZIMUTH MARK IS 88 FEET NORTHWEST OF A T-ROAD INTERSECTION, EY4048'55 FEET NORTH OF THE CENTER OF A EAST-WEST SAND ROAD, 46 FEET EY4048'WEST OF A NORTH-SOUTH SAND ROAD, 2 FEET EAST OF A WHITE WITNESS EY4048'POST AND 1 FOOT EAST OF A POWERLINE POLE. THE MARK PROJECTS 2 EY4048'INCHES AND THE DISK IS STAMPED SUTTON 1954. EY4048' EY4048'TO REACH THE STATION FROM THE INTERSECTION OF KING AND GRANVILLE EY4048'STREETS IN WINDSOR, GO SOUTH ON GRANVILLE STREET, WHICH IS EY4048'U.S. HIGHWAY 17, FOR 2.6 MILES TO WHERE ROAD FORKS, GO LEFT EY4048'AND FOLLOW PAVED ROAD FOR 3.55 MILES TO A SAND SIDE ROAD RIGHT, EY4048'TURN RIGHT AND GO 2.4 MILES TO A T-ROAD INTERSECTION AND THE EY4048'AZIMUTH MARK IN THE NORTHWEST ANGLE, CONTINUE STRAIGHT AHEAD EY4048'ON A DRIVEWAY FOR 0.05 MILE TO A CROSS-DRIVEWAY, TURN LEFT AND EY4048'GO 0.15 MILE TO A HOUSE AND THE STATION AS DESCRIBED. EY4048' EY4048'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY4048 EY4048 STATION RECOVERY (1964) EY4048 EY4048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY4048'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT EY4048'REFERENCE MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION. THE EY4048'PRESENT TENANT STATED THAT A BULLDOZER HAD BEEN USED IN THE EY4048'AREA OF REFERENCE MARK NO. 2 AND MAY HAVE DESTROYED MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2876 *********************************************************************** FX2876 DESIGNATION - SWALE FX2876 PID - FX2876 FX2876 STATE/COUNTY- NC/BERTIE FX2876 USGS QUAD - WOODVILLE (1972) FX2876 FX2876 *CURRENT SURVEY CONTROL FX2876 ___________________________________________________________________ FX2876* NAD 83(1986)- 36 04 05.67034(N) 077 11 54.14851(W) ADJUSTED FX2876* NAVD 88 - 14.584 (meters) 47.85 (feet) ADJUSTED FX2876 ___________________________________________________________________ FX2876 LAPLACE CORR- -1.61 (seconds) DEFLEC99 FX2876 GEOID HEIGHT- -35.27 (meters) GEOID03 FX2876 DYNAMIC HT - 14.572 (meters) 47.81 (feet) COMP FX2876 MODELED GRAV- 979,827.2 (mgal) NAVD 88 FX2876 FX2876 HORZ ORDER - SECOND FX2876 VERT ORDER - SECOND CLASS II FX2876 FX2876.The North Carolina HARNS have been completed but, FX2876.due to contractual restrictions, coordinates for these stations FX2876.will NOT be published in the near future. In the interim, the FX2876.published coordinates in North Carolina will not be FX2876.consistent with the Continuously Operating Reference Stations FX2876.(CORS). The HARN coordinates for these stations are available FX2876.upon request. Contact Gary Thompson(919-733-3836). FX2876. FX2876.In addition, the published North Carolina positions FX2876.(NAD 83 (1986)) are NOT consistent with those determined in FX2876.adjacent state readjustments. The discontinuity between stations FX2876.located in North Carolina and those in adjacent states FX2876.which have been adjusted to the HARN may be as much as 5 FX2876.decimeters. This will result in a significant loss of accuracy FX2876.over lines crossing such state borders. FX2876 FX2876 FX2876.The horizontal coordinates were established by classical geodetic methods FX2876.and adjusted by the National Geodetic Survey in January 1991. FX2876 FX2876.The orthometric height was determined by differential leveling FX2876.and adjusted by the National Geodetic Survey in June 1991. FX2876 FX2876.The Laplace correction was computed from DEFLEC99 derived deflections. FX2876 FX2876.The geoid height was determined by GEOID03. FX2876 FX2876.The dynamic height is computed by dividing the NAVD 88 FX2876.geopotential number by the normal gravity value computed on the FX2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2876.degrees latitude (g = 980.6199 gals.). FX2876 FX2876.The modeled gravity was interpolated from observed gravity values. FX2876 FX2876; North East Units Scale Factor Converg. FX2876;SPC NC - 258,645.235 771,889.219 MT 0.99997402 +1 02 23.4 FX2876;SPC NC - 848,571.91 2,532,439.88 sFT 0.99997402 +1 02 23.4 FX2876;UTM 18 - 3,993,754.272 302,021.535 MT 1.00008298 -1 17 41.0 FX2876 FX2876! - Elev Factor x Scale Factor = Combined Factor FX2876!SPC NC - 1.00000325 x 0.99997402 = 0.99997727 FX2876!UTM 18 - 1.00000325 x 1.00008298 = 1.00008623 FX2876 FX2876 SUPERSEDED SURVEY CONTROL FX2876 FX2876 NGVD 29 (01/18/91) 14.93 (m) 49.0 (f) LEVELING 3 FX2876 FX2876.Superseded values are not recommended for survey control. FX2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2876.See file dsdata.txt to determine how the superseded data were derived. FX2876 FX2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0202293754(NAD 83) FX2876_MARKER: DE = TRAVERSE STATION DISK FX2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2876_SP_SET: CONCRETE POST FX2876_STAMPING: SWALE 1980 FX2876_MARK LOGO: NCGS FX2876_PROJECTION: RECESSED 15 CENTIMETERS FX2876_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2876+STABILITY: SURFACE MOTION FX2876 FX2876 HISTORY - Date Condition Report By FX2876 HISTORY - 1980 MONUMENTED NCGS FX2876 HISTORY - 1980 GOOD NCGS FX2876 HISTORY - 1985 GOOD USPSQD FX2876 HISTORY - 19950505 GOOD USPSQD FX2876 FX2876 STATION DESCRIPTION FX2876 FX2876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2876'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES SOUTH-SOUTHWEST OF FX2876'LEWISTON. FX2876' FX2876'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 FX2876'IN LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 4.05 MILES TO A FX2876'STATION IN THE RIGHT SHOULDER AND 0.45 MILES NORTH OF THE NORTH FX2876'JUNCTION OF SR 1126. FX2876' FX2876'STATION MARK IS A STANDARD DISK STAMPED---SWALE 1980---, SET IN THE FX2876'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND FX2876'SURFACE. THE MARK IS 23.5 FEET NORTHWEST OF THE CENTERLINE OF THE FX2876'HIGHWAY AND 44.8 FEET SOUTH OF A 24 INCH OAK, 37.2 FEET NORTHEAST OF FX2876'AN 18 INCH PINE, 95.2 FEET NORTHWEST OF A 30 INCH PINE AND 111.7 FEET FX2876'WEST OF A 30 INCH TWIN OAK, ALL WITH REFERENCE TAGS. FX2876 FX2876 STATION RECOVERY (1980) FX2876 FX2876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2876'4.0 MI SSW FROM LEWISTON. FX2876'4.05 MILES SOUTHWEST ALONG NC 11/NC 42 FROM INTERSECTION OF NC 308 FX2876'IN LEWISTON, ON RIGHT SHOULDER AND 0.45 MILE NORTH OF NORTH JUNCTION FX2876'OF SR 1126, 23.5 FEET NORTHWEST OF CENTERLINE OF HIGHWAY AND 44.8 FX2876'FEET SOUTH OF 24 INCH OAK, 37.2 FEET NORTHEAST OF 18 INCH PINE, 95.2 FX2876'FEET NORTHWEST OF 30 INCH PINE AND 111.7 FEET WEST OF 30 INCH TWIN FX2876'OAK ALL WITH REFERENCE TAGS. FX2876 FX2876 STATION RECOVERY (1985) FX2876 FX2876'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2876'RECOVERED IN GOOD CONDITION. FX2876 FX2876 STATION RECOVERY (1995) FX2876 FX2876'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2876'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2880 *********************************************************************** FX2880 DESIGNATION - SWAMPY FX2880 PID - FX2880 FX2880 STATE/COUNTY- NC/BERTIE FX2880 USGS QUAD - WOODVILLE (1972) FX2880 FX2880 *CURRENT SURVEY CONTROL FX2880 ___________________________________________________________________ FX2880* NAD 83(1986)- 36 01 12.32466(N) 077 12 30.39208(W) ADJUSTED FX2880* NAVD 88 - 6.958 (meters) 22.83 (feet) ADJUSTED FX2880 ___________________________________________________________________ FX2880 LAPLACE CORR- -1.55 (seconds) DEFLEC99 FX2880 GEOID HEIGHT- -35.34 (meters) GEOID03 FX2880 DYNAMIC HT - 6.953 (meters) 22.81 (feet) COMP FX2880 MODELED GRAV- 979,825.2 (mgal) NAVD 88 FX2880 FX2880 HORZ ORDER - SECOND FX2880 VERT ORDER - SECOND CLASS II FX2880 FX2880.The North Carolina HARNS have been completed but, FX2880.due to contractual restrictions, coordinates for these stations FX2880.will NOT be published in the near future. In the interim, the FX2880.published coordinates in North Carolina will not be FX2880.consistent with the Continuously Operating Reference Stations FX2880.(CORS). The HARN coordinates for these stations are available FX2880.upon request. Contact Gary Thompson(919-733-3836). FX2880. FX2880.In addition, the published North Carolina positions FX2880.(NAD 83 (1986)) are NOT consistent with those determined in FX2880.adjacent state readjustments. The discontinuity between stations FX2880.located in North Carolina and those in adjacent states FX2880.which have been adjusted to the HARN may be as much as 5 FX2880.decimeters. This will result in a significant loss of accuracy FX2880.over lines crossing such state borders. FX2880 FX2880 FX2880.The horizontal coordinates were established by classical geodetic methods FX2880.and adjusted by the National Geodetic Survey in January 1991. FX2880 FX2880.The orthometric height was determined by differential leveling FX2880.and adjusted by the National Geodetic Survey in June 1991. FX2880 FX2880.The Laplace correction was computed from DEFLEC99 derived deflections. FX2880 FX2880.The geoid height was determined by GEOID03. FX2880 FX2880.The dynamic height is computed by dividing the NAVD 88 FX2880.geopotential number by the normal gravity value computed on the FX2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2880.degrees latitude (g = 980.6199 gals.). FX2880 FX2880.The modeled gravity was interpolated from observed gravity values. FX2880 FX2880; North East Units Scale Factor Converg. FX2880;SPC NC - 253,286.972 771,078.853 MT 0.99996239 +1 02 02.5 FX2880;SPC NC - 830,992.34 2,529,781.20 sFT 0.99996239 +1 02 02.5 FX2880;UTM 18 - 3,988,432.830 300,993.519 MT 1.00008801 -1 17 56.9 FX2880 FX2880! - Elev Factor x Scale Factor = Combined Factor FX2880!SPC NC - 1.00000445 x 0.99996239 = 0.99996684 FX2880!UTM 18 - 1.00000445 x 1.00008801 = 1.00009247 FX2880 FX2880|---------------------------------------------------------------------| FX2880| PID Reference Object Distance Geod. Az | FX2880| dddmmss.s | FX2880| FX2879 BIRCH 359.671 METERS 01721 | FX2880| FX2541 BER 35 35548 | FX2880|---------------------------------------------------------------------| FX2880 FX2880 SUPERSEDED SURVEY CONTROL FX2880 FX2880 NGVD 29 (01/18/91) 7.29 (m) 23.9 (f) LEVELING 3 FX2880 FX2880.Superseded values are not recommended for survey control. FX2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2880.See file dsdata.txt to determine how the superseded data were derived. FX2880 FX2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0099488433(NAD 83) FX2880_MARKER: DE = TRAVERSE STATION DISK FX2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2880_SP_SET: CONCRETE POST FX2880_STAMPING: SWAMPY 1980 FX2880_MARK LOGO: NCGS FX2880_PROJECTION: RECESSED 13 CENTIMETERS FX2880_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2880+STABILITY: SURFACE MOTION FX2880 FX2880 HISTORY - Date Condition Report By FX2880 HISTORY - 1980 MONUMENTED NCGS FX2880 HISTORY - 1980 GOOD NCGS FX2880 HISTORY - 1985 GOOD USPSQD FX2880 HISTORY - 19940829 GOOD USPSQD FX2880 FX2880 STATION DESCRIPTION FX2880 FX2880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2880'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES NORTH OF HAMILTON AND FX2880'7.3 MILES SOUTH-SOUTHWEST OF LEWISTON. FX2880' FX2880'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN FX2880'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 7.40 MILES TO A STATION FX2880'IN THE LEFT SHOULDER AT A 72 INCH CULVERT CROSSING UNDER THE HIGHWAY FX2880'AND 0.5 MILE NORTHEAST OF THE NORTH END OF A BRIDGE OVER ROANOKE FX2880'RIVER. FX2880' FX2880'STATION MARK IS A STANDARD DISK STAMPED---SWAMPY 1980---, SET IN THE FX2880'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE GROUND FX2880'SURFACE. THE MARK IS 25.2 FEET SOUTHEAST OF THE CENTERLINE OF FX2880'NC 11-42, 23.8 FEET NORTHWEST OF THE SOUTH END OF A CULVERT, FX2880'142.1 FEET EAST OF A 10 INCH OAK WITH REFERENCE TAG AND 101.8 FEET FX2880'SOUTH OF BENCH MARK BER 35 WHICH IS LOCATED IN THE SOUTH END OF A FX2880'HEADWALL DIAGONALLY ACROSS THE HIGHWAY. FX2880 FX2880 STATION RECOVERY (1980) FX2880 FX2880'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2880'5.2 MI NORTH FROM HAMILTON. FX2880'5.2 MILES NORTH OF HAMILTON AND 7.40 MILES SOUTHWEST ALONG NC 11/NC 42 FX2880'FROM INTERSECTION OF NC 308 IN LEWISTON, IN LEFT SHOULDER AT A 72 INCH FX2880'CULVERT CROSSING UNDER HIGHWAY AND 0.5 MILE NORTHEAST OF NORTH END FX2880'OF BRIDGE OVER ROANOKE RIVER, 25.2 FEET SOUTHEAST OF CENTERLINE OF NC FX2880'11/NC 42, 23.8 FEET NORTHWEST OF SOUTH END OF CULVERT, 142.1 FEET EAST FX2880'OF 10 INCH OAK WITH REFERENCE TAG AND 101.8 FEET SOUTH OF BER-35 WHICH FX2880'IS LOCATED IN THE SOUTH END OF A HEADWALL DIAGONALLY ACROSS HIGHWAY. FX2880 FX2880 STATION RECOVERY (1985) FX2880 FX2880'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2880'RECOVERED IN GOOD CONDITION. FX2880 FX2880 STATION RECOVERY (1994) FX2880 FX2880'RECOVERY NOTE BY US POWER SQUADRON 1994 FX2880'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2897 *********************************************************************** FX2897 DESIGNATION - TAYLORS STORE FX2897 PID - FX2897 FX2897 STATE/COUNTY- NC/BERTIE FX2897 USGS QUAD - MERRY HILL (1982) FX2897 FX2897 *CURRENT SURVEY CONTROL FX2897 ___________________________________________________________________ FX2897* NAD 83(1986)- 36 02 03.72125(N) 076 47 05.02821(W) ADJUSTED FX2897* NAVD 88 - 12.938 (meters) 42.45 (feet) ADJUSTED FX2897 ___________________________________________________________________ FX2897 LAPLACE CORR- -4.31 (seconds) DEFLEC99 FX2897 GEOID HEIGHT- -36.35 (meters) GEOID03 FX2897 DYNAMIC HT - 12.928 (meters) 42.41 (feet) COMP FX2897 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2897 FX2897 HORZ ORDER - SECOND FX2897 VERT ORDER - SECOND CLASS II FX2897 FX2897.The North Carolina HARNS have been completed but, FX2897.due to contractual restrictions, coordinates for these stations FX2897.will NOT be published in the near future. In the interim, the FX2897.published coordinates in North Carolina will not be FX2897.consistent with the Continuously Operating Reference Stations FX2897.(CORS). The HARN coordinates for these stations are available FX2897.upon request. Contact Gary Thompson(919-733-3836). FX2897. FX2897.In addition, the published North Carolina positions FX2897.(NAD 83 (1986)) are NOT consistent with those determined in FX2897.adjacent state readjustments. The discontinuity between stations FX2897.located in North Carolina and those in adjacent states FX2897.which have been adjusted to the HARN may be as much as 5 FX2897.decimeters. This will result in a significant loss of accuracy FX2897.over lines crossing such state borders. FX2897 FX2897 FX2897.The horizontal coordinates were established by classical geodetic methods FX2897.and adjusted by the National Geodetic Survey in January 1991. FX2897 FX2897.The orthometric height was determined by differential leveling FX2897.and adjusted by the National Geodetic Survey in June 1991. FX2897 FX2897.The Laplace correction was computed from DEFLEC99 derived deflections. FX2897 FX2897.The geoid height was determined by GEOID03. FX2897 FX2897.The dynamic height is computed by dividing the NAVD 88 FX2897.geopotential number by the normal gravity value computed on the FX2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2897.degrees latitude (g = 980.6199 gals.). FX2897 FX2897.The modeled gravity was interpolated from observed gravity values. FX2897 FX2897; North East Units Scale Factor Converg. FX2897;SPC NC - 255,641.393 809,228.025 MT 0.99996576 +1 16 42.9 FX2897;SPC NC - 838,716.80 2,654,942.28 sFT 0.99996576 +1 16 42.9 FX2897;UTM 18 - 3,989,233.742 339,208.266 MT 0.99991857 -1 03 00.5 FX2897 FX2897! - Elev Factor x Scale Factor = Combined Factor FX2897!SPC NC - 1.00000367 x 0.99996576 = 0.99996943 FX2897!UTM 18 - 1.00000367 x 0.99991857 = 0.99992224 FX2897 FX2897 SUPERSEDED SURVEY CONTROL FX2897 FX2897 NGVD 29 (01/18/91) 13.27 (m) 43.5 (f) LEVELING 3 FX2897 FX2897.Superseded values are not recommended for survey control. FX2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2897.See file dsdata.txt to determine how the superseded data were derived. FX2897 FX2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3920889234(NAD 83) FX2897_MARKER: DE = TRAVERSE STATION DISK FX2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2897_SP_SET: CONCRETE POST FX2897_STAMPING: TAYLORS STORE 1980 FX2897_MARK LOGO: NCGS FX2897_PROJECTION: RECESSED 3 CENTIMETERS FX2897_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2897+STABILITY: SURFACE MOTION FX2897 FX2897 HISTORY - Date Condition Report By FX2897 HISTORY - 1980 MONUMENTED NCGS FX2897 HISTORY - 1980 GOOD NCGS FX2897 FX2897 STATION DESCRIPTION FX2897 FX2897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2897'STATION IS LOCATED AT MIDWAY, APPROXIMATELY 1.7 MILES NORTH OF FX2897'MERRY HILL AND 9.7 MILES EAST-NORTHEAST OF WINDSOR. FX2897' FX2897'STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF US 17 WITH FX2897'NC 45. ACROSS NC 45 FROM AN A.B.C. STORE. FX2897' FX2897'STATION MARK IS A STANDARD DISK STAMPED---TAYLORS STORE 1980---SET IN FX2897'THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2897'SURFACE. MARK IS 36.4 FEET SOUTH OF THE CENTERLINE OF US 17, 42.7 FX2897'FEET WEST OF NORTH END OF CONCRETE MEDIAN STRIP AND 62.3 FEET FX2897'NORTHWEST OF SOUTH END OF CONCRETE MEDIAN STRIP, 56.1 FEET NORTHEAST FX2897'OF EAST END OF GAS PUMP ISLAND AND 19.6 FEET NORTHWEST OF POWER POLE FX2897'WITH REFERENCE TAG. FX2897 FX2897 STATION RECOVERY (1980) FX2897 FX2897'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2897'1.7 MI NORTH FROM MERRY HILL. FX2897'9.7 MILES EAST-NORTHEAST OF WINDSOR. FX2897'STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF US 17 FX2897'WITH NC 45 ACROSS NC 45 FROM AN ABC STORE, 36.4 FEET SOUTH OF FX2897'CENTERLINE OF US 17, 42.7 FEET WEST OF NORTH END OF CONCRETE MEDIAN FX2897'STRIP, 62.3 FEET NORTHWEST OF SOUTH END, 56.1 FEET NORTHEAST OF EAST FX2897'END OF GAS PUMP ISLAND AND 19.6 FEET NORTHWEST OF POWER POLE WITH FX2897'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8528 *********************************************************************** AF8528 DESIGNATION - TEMP PT 4 BF AF8528 PID - AF8528 AF8528 STATE/COUNTY- NC/BERTIE AF8528 USGS QUAD - KELFORD (1973) AF8528 AF8528 *CURRENT SURVEY CONTROL AF8528 ___________________________________________________________________ AF8528* NAD 83(1986)- 36 12 36.78080(N) 077 14 26.95392(W) ADJUSTED AF8528* NAVD 88 - 29.1 (meters) 95. (feet) VERT ANG AF8528 ___________________________________________________________________ AF8528 LAPLACE CORR- -1.51 (seconds) DEFLEC99 AF8528 GEOID HEIGHT- -35.01 (meters) GEOID03 AF8528 AF8528 HORZ ORDER - SECOND AF8528 AF8528.The North Carolina HARNS have been completed but, AF8528.due to contractual restrictions, coordinates for these stations AF8528.will NOT be published in the near future. In the interim, the AF8528.published coordinates in North Carolina will not be AF8528.consistent with the Continuously Operating Reference Stations AF8528.(CORS). The HARN coordinates for these stations are available AF8528.upon request. Contact Gary Thompson(919-733-3836). AF8528. AF8528.In addition, the published North Carolina positions AF8528.(NAD 83 (1986)) are NOT consistent with those determined in AF8528.adjacent state readjustments. The discontinuity between stations AF8528.located in North Carolina and those in adjacent states AF8528.which have been adjusted to the HARN may be as much as 5 AF8528.decimeters. This will result in a significant loss of accuracy AF8528.over lines crossing such state borders. AF8528 AF8528 AF8528.The horizontal coordinates were established by classical geodetic methods AF8528.and adjusted by the National Geodetic Survey in June 1998. AF8528 AF8528.The orthometric height was determined by vertical angle observations. AF8528 AF8528.The Laplace correction was computed from DEFLEC99 derived deflections. AF8528 AF8528.The geoid height was determined by GEOID03. AF8528 AF8528; North East Units Scale Factor Converg. AF8528;SPC NC - 274,327.858 767,786.992 MT 1.00001245 +1 00 55.2 AF8528;SPC NC - 900,023.98 2,518,981.16 sFT 1.00001245 +1 00 55.2 AF8528;UTM 18 - 4,009,592.694 298,561.880 MT 1.00009999 -1 19 27.2 AF8528 AF8528! - Elev Factor x Scale Factor = Combined Factor AF8528!SPC NC - 1.00000094 x 1.00001245 = 1.00001339 AF8528!UTM 18 - 1.00000094 x 1.00009999 = 1.00010093 AF8528 AF8528 SUPERSEDED SURVEY CONTROL AF8528 AF8528.No superseded survey control is available for this station. AF8528 AF8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9856209593(NAD 83) AF8528 AF8528 HISTORY - Date Condition Report By AF8528 HISTORY - 1986 FIRST OBSERVED NCGS AF8528 AF8528 STATION DESCRIPTION AF8528 AF8528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) AF8528'THIS WAS A TEMPORARY TRAVERSE POINT. LOCATED AT THE NORTH EDGE OF AF8528'ROXOBEL, 0.1 MI (0.2 KM) WEST ALONG SR 1251 (RAILROAD ROAD) FROM THE AF8528'RAILROAD AND A GRADE CROSSING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2782 *********************************************************************** FX2782 DESIGNATION - TEX FX2782 PID - FX2782 FX2782 STATE/COUNTY- NC/BERTIE FX2782 USGS QUAD - POWELLSVILLE (1982) FX2782 FX2782 *CURRENT SURVEY CONTROL FX2782 ___________________________________________________________________ FX2782* NAD 83(1986)- 36 12 35.75267(N) 076 56 39.95854(W) ADJUSTED FX2782* NAVD 88 - 12.849 (meters) 42.16 (feet) ADJUSTED FX2782 ___________________________________________________________________ FX2782 LAPLACE CORR- -4.94 (seconds) DEFLEC99 FX2782 GEOID HEIGHT- -35.63 (meters) GEOID03 FX2782 DYNAMIC HT - 12.839 (meters) 42.12 (feet) COMP FX2782 MODELED GRAV- 979,839.6 (mgal) NAVD 88 FX2782 FX2782 HORZ ORDER - SECOND FX2782 VERT ORDER - SECOND CLASS II FX2782 FX2782.The North Carolina HARNS have been completed but, FX2782.due to contractual restrictions, coordinates for these stations FX2782.will NOT be published in the near future. In the interim, the FX2782.published coordinates in North Carolina will not be FX2782.consistent with the Continuously Operating Reference Stations FX2782.(CORS). The HARN coordinates for these stations are available FX2782.upon request. Contact Gary Thompson(919-733-3836). FX2782. FX2782.In addition, the published North Carolina positions FX2782.(NAD 83 (1986)) are NOT consistent with those determined in FX2782.adjacent state readjustments. The discontinuity between stations FX2782.located in North Carolina and those in adjacent states FX2782.which have been adjusted to the HARN may be as much as 5 FX2782.decimeters. This will result in a significant loss of accuracy FX2782.over lines crossing such state borders. FX2782 FX2782 FX2782.The horizontal coordinates were established by classical geodetic methods FX2782.and adjusted by the National Geodetic Survey in January 1991. FX2782 FX2782.The orthometric height was determined by differential leveling FX2782.and adjusted by the National Geodetic Survey in June 1991. FX2782 FX2782.The Laplace correction was computed from DEFLEC99 derived deflections. FX2782 FX2782.The geoid height was determined by GEOID03. FX2782 FX2782.The dynamic height is computed by dividing the NAVD 88 FX2782.geopotential number by the normal gravity value computed on the FX2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2782.degrees latitude (g = 980.6199 gals.). FX2782 FX2782.The modeled gravity was interpolated from observed gravity values. FX2782 FX2782; North East Units Scale Factor Converg. FX2782;SPC NC - 274,808.245 794,435.347 MT 1.00001236 +1 11 11.1 FX2782;SPC NC - 901,600.05 2,606,409.97 sFT 1.00001236 +1 11 11.1 FX2782;UTM 18 - 4,008,985.813 325,208.303 MT 0.99997645 -1 08 56.2 FX2782 FX2782! - Elev Factor x Scale Factor = Combined Factor FX2782!SPC NC - 1.00000358 x 1.00001236 = 1.00001594 FX2782!UTM 18 - 1.00000358 x 0.99997645 = 0.99998003 FX2782 FX2782 SUPERSEDED SURVEY CONTROL FX2782 FX2782 NGVD 29 (01/18/91) 13.22 (m) 43.4 (f) LEVELING 3 FX2782 FX2782.Superseded values are not recommended for survey control. FX2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2782.See file dsdata.txt to determine how the superseded data were derived. FX2782 FX2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2520808986(NAD 83) FX2782_MARKER: DE = TRAVERSE STATION DISK FX2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2782_SP_SET: CONCRETE POST FX2782_STAMPING: TEX 1980 FX2782_MARK LOGO: NCGS FX2782_PROJECTION: RECESSED 8 CENTIMETERS FX2782_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2782+STABILITY: SURFACE MOTION FX2782 FX2782 HISTORY - Date Condition Report By FX2782 HISTORY - 1980 MONUMENTED NCGS FX2782 HISTORY - 1980 GOOD NCGS FX2782 HISTORY - 1985 GOOD USPSQD FX2782 FX2782 STATION DESCRIPTION FX2782 FX2782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2782'STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH-SOUTHWEST OF FX2782'POWELLSVILLE AND 6.8 MILES NORTH OF ASKEWVILLE. FX2782' FX2782'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 42 IN FX2782'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 1.45 MILES TO STATION FX2782'IN THE RIGHT SHOULDER AND 0.9 MILE SOUTHWEST OF SR 1321. FX2782' FX2782'STATION IS A STANDARD DISK STAMPED---TEX 1980---SET IN THE TOP OF A FX2782'10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND SURFACE AND FX2782'1 FOOT BELOW HIGHWAY. MARK IS 20.0 FEET WEST-NORTHWEST OF THE FX2782'CENTERLINE OF US 13 AND 24.0 FEET EAST-SOUTHEAST OF 10 INCH MAPLE, FX2782'33.3 FEET EAST OF 12 INCH GUM, 116.0 FEET WEST-SOUTHWEST OF 10 INCH FX2782'GUM AT CORNER OF WOODS ACROSS HIGHWAY AND 37.3 FEET SOUTH-SOUTHEAST OF FX2782'6 INCH BEECH ALL WITH REFERENCE TAGS. FX2782 FX2782 STATION RECOVERY (1980) FX2782 FX2782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2782'1.3 MI SSW FROM POWELLSVILLE. FX2782'6.8 MILES NORTH OF ASKEWVILLE. FX2782'1.45 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN FX2782'POWELLSVILLE, IN THE RIGHT SHOULDER AND 0.9 MILE SOUTHWEST OF SR 1321, FX2782'20.0 FEET WEST-NORTHWEST OF CENTERLINE OF US 13 AND 24.0 FEET FX2782'EAST-SOUTHEAST OF 10 INCH MAPLE, 33.3 FEET EAST OF 12 INCH GUM, 116.0 FX2782'FEET WEST-SOUTHWEST OF 10 INCH GUM AT CORNER OF WOODS ACROSS HIGHWAY FX2782'AND 37.3 FEET SOUTH-SOUTHEAST OF 6 INCH BEECH ALL WITH REFERENCE TAGS. FX2782 FX2782 STATION RECOVERY (1985) FX2782 FX2782'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2782'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1970 *********************************************************************** EY1970 DESIGNATION - TEXACO EY1970 PID - EY1970 EY1970 STATE/COUNTY- NC/BERTIE EY1970 USGS QUAD - WINDSOR SOUTH (1978) EY1970 EY1970 *CURRENT SURVEY CONTROL EY1970 ___________________________________________________________________ EY1970* NAD 83(1986)- 35 59 28.64001(N) 076 56 25.35230(W) ADJUSTED EY1970* NAVD 88 - 1.814 (meters) 5.95 (feet) ADJUSTED EY1970 ___________________________________________________________________ EY1970 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EY1970 GEOID HEIGHT- -35.96 (meters) GEOID03 EY1970 DYNAMIC HT - 1.812 (meters) 5.94 (feet) COMP EY1970 MODELED GRAV- 979,825.4 (mgal) NAVD 88 EY1970 EY1970 HORZ ORDER - SECOND EY1970 VERT ORDER - SECOND CLASS II EY1970 EY1970.The North Carolina HARNS have been completed but, EY1970.due to contractual restrictions, coordinates for these stations EY1970.will NOT be published in the near future. In the interim, the EY1970.published coordinates in North Carolina will not be EY1970.consistent with the Continuously Operating Reference Stations EY1970.(CORS). The HARN coordinates for these stations are available EY1970.upon request. Contact Gary Thompson(919-733-3836). EY1970. EY1970.In addition, the published North Carolina positions EY1970.(NAD 83 (1986)) are NOT consistent with those determined in EY1970.adjacent state readjustments. The discontinuity between stations EY1970.located in North Carolina and those in adjacent states EY1970.which have been adjusted to the HARN may be as much as 5 EY1970.decimeters. This will result in a significant loss of accuracy EY1970.over lines crossing such state borders. EY1970 EY1970 EY1970.The horizontal coordinates were established by classical geodetic methods EY1970.and adjusted by the National Geodetic Survey in January 1991. EY1970 EY1970.The orthometric height was determined by differential leveling EY1970.and adjusted by the National Geodetic Survey in June 1991. EY1970 EY1970.The Laplace correction was computed from DEFLEC99 derived deflections. EY1970 EY1970.The geoid height was determined by GEOID03. EY1970 EY1970.The dynamic height is computed by dividing the NAVD 88 EY1970.geopotential number by the normal gravity value computed on the EY1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1970.degrees latitude (g = 980.6199 gals.). EY1970 EY1970.The modeled gravity was interpolated from observed gravity values. EY1970 EY1970; North East Units Scale Factor Converg. EY1970;SPC NC - 250,560.693 795,303.431 MT 0.99995577 +1 11 19.5 EY1970;SPC NC - 822,047.87 2,609,258.01 sFT 0.99995577 +1 11 19.5 EY1970;UTM 18 - 3,984,723.170 325,088.893 MT 0.99997698 -1 08 26.1 EY1970 EY1970! - Elev Factor x Scale Factor = Combined Factor EY1970!SPC NC - 1.00000536 x 0.99995577 = 0.99996113 EY1970!UTM 18 - 1.00000536 x 0.99997698 = 0.99998234 EY1970 EY1970 SUPERSEDED SURVEY CONTROL EY1970 EY1970 NGVD 29 (01/18/91) 2.14 (m) 7.0 (f) LEVELING 3 EY1970 EY1970.Superseded values are not recommended for survey control. EY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1970.See file dsdata.txt to determine how the superseded data were derived. EY1970 EY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2508984723(NAD 83) EY1970_MARKER: DE = TRAVERSE STATION DISK EY1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1970_SP_SET: CONCRETE POST EY1970_STAMPING: TEXACO 1980 EY1970_MARK LOGO: NCGS EY1970_PROJECTION: RECESSED 3 CENTIMETERS EY1970_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1970+STABILITY: SURFACE MOTION EY1970 EY1970 HISTORY - Date Condition Report By EY1970 HISTORY - 1980 MONUMENTED NCGS EY1970 HISTORY - 1980 GOOD NCGS EY1970 EY1970 STATION DESCRIPTION EY1970 EY1970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1970'STATION IS LOCATED IN THE SOUTHEAST SECTION OF WINDSOR. EY1970' EY1970'TO REACH THE STATION FROM THE JUNCTION OF US 17 BYPASS WITH NC 308 AT EY1970'THE CASHIE RIVER, PROCEED EASTERLY ALONG US 17 FOR 0.2 MILE TO STATION EY1970'ON THE RIGHT AT THE EAST CORNER OF THE YARD OF HOUSE 607. EY1970' EY1970'STATION MARK IS A STANDARD DISK STAMPED---TEXACO 1980---SET IN THE EY1970'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND EY1970'SURFACE. MARK IS 32.8 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, EY1970'27.1 FEET SOUTHEAST OF THE CENTERLINE OF CONCRETE WALKWAY, 37.0 FEET EY1970'NORTHEAST OF EAST CORNER OF HOUSE, 13.1 FEET NORTH OF NORTH CORNER OF EY1970'PHONE BOOTH, 72.1 FEET NORTHWEST OF METAL TEXACO SIGN POST, 4.5 FEET EY1970'WEST OF TELEPHONE POLE 543 WITH REFERENCE TAG. EY1970' EY1970'BER 68 IS A BENCH MARK STAMPED---BER 68 1975---SET FLUSH IN DRILL EY1970'HOLE IN CONCRETE. MARK IS 17.8 FEET WEST-SOUTHWEST OF THE EY1970'CENTERLINE OF US 17, 1.4 FEET NORTH-NORTHWEST OF SOUTHEAST END OF EY1970'WALKWAY AND 2.1 FEET EAST-NORTHEAST OF TOP OF SOUTHWEST BRIDGE RAIL. EY1970 EY1970 STATION RECOVERY (1980) EY1970 EY1970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1970'IN WINDSOR. EY1970'0.2 MILE EASTERLY ALONG US 17 FROM THE JUNCTION OF US 17 BYPASS WITH EY1970'NC 308 AT THE CASHIE RIVER ON THE RIGHT AT THE EAST CORNER OF THE YARD EY1970'OF HOUSE 607, 32.8 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 27.1 FEET EY1970'SOUTHEAST OF CENTERLINE OF CONCRETE WALKWAY, 37.0 FEET NORTHEAST OF EY1970'EAST CORNER OF HOUSE, 13.1 FEET NORTH OF NORTH CORNER OF PHONE BOOTH, EY1970'72.1 FEET NORTHWEST OF METAL TEXACO SIGN POST AND 4.5 MILE WEST OF EY1970'TELEPHONE POLE 543. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2796 *********************************************************************** FX2796 DESIGNATION - TOBACCO FX2796 PID - FX2796 FX2796 STATE/COUNTY- NC/BERTIE FX2796 USGS QUAD - WINDSOR NORTH (1981) FX2796 FX2796 *CURRENT SURVEY CONTROL FX2796 ___________________________________________________________________ FX2796* NAD 83(1986)- 36 06 57.78527(N) 076 57 10.44841(W) ADJUSTED FX2796* NAVD 88 - 16.733 (meters) 54.90 (feet) ADJUSTED FX2796 ___________________________________________________________________ FX2796 LAPLACE CORR- -4.87 (seconds) DEFLEC99 FX2796 GEOID HEIGHT- -35.73 (meters) GEOID03 FX2796 DYNAMIC HT - 16.720 (meters) 54.86 (feet) COMP FX2796 MODELED GRAV- 979,832.5 (mgal) NAVD 88 FX2796 FX2796 HORZ ORDER - SECOND FX2796 VERT ORDER - SECOND CLASS II FX2796 FX2796.The North Carolina HARNS have been completed but, FX2796.due to contractual restrictions, coordinates for these stations FX2796.will NOT be published in the near future. In the interim, the FX2796.published coordinates in North Carolina will not be FX2796.consistent with the Continuously Operating Reference Stations FX2796.(CORS). The HARN coordinates for these stations are available FX2796.upon request. Contact Gary Thompson(919-733-3836). FX2796. FX2796.In addition, the published North Carolina positions FX2796.(NAD 83 (1986)) are NOT consistent with those determined in FX2796.adjacent state readjustments. The discontinuity between stations FX2796.located in North Carolina and those in adjacent states FX2796.which have been adjusted to the HARN may be as much as 5 FX2796.decimeters. This will result in a significant loss of accuracy FX2796.over lines crossing such state borders. FX2796 FX2796 FX2796.The horizontal coordinates were established by classical geodetic methods FX2796.and adjusted by the National Geodetic Survey in January 1991. FX2796 FX2796.The orthometric height was determined by differential leveling FX2796.and adjusted by the National Geodetic Survey in June 1991. FX2796 FX2796.The Laplace correction was computed from DEFLEC99 derived deflections. FX2796 FX2796.The geoid height was determined by GEOID03. FX2796 FX2796.The dynamic height is computed by dividing the NAVD 88 FX2796.geopotential number by the normal gravity value computed on the FX2796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2796.degrees latitude (g = 980.6199 gals.). FX2796 FX2796.The modeled gravity was interpolated from observed gravity values. FX2796 FX2796; North East Units Scale Factor Converg. FX2796;SPC NC - 264,377.636 793,888.697 MT 0.99998627 +1 10 53.5 FX2796;SPC NC - 867,378.96 2,604,616.50 sFT 0.99998627 +1 10 53.5 FX2796;UTM 18 - 3,998,586.335 324,237.318 MT 0.99998065 -1 09 05.0 FX2796 FX2796! - Elev Factor x Scale Factor = Combined Factor FX2796!SPC NC - 1.00000298 x 0.99998627 = 0.99998925 FX2796!UTM 18 - 1.00000298 x 0.99998065 = 0.99998363 FX2796 FX2796 SUPERSEDED SURVEY CONTROL FX2796 FX2796 NGVD 29 (01/18/91) 17.11 (m) 56.1 (f) LEVELING 3 FX2796 FX2796.Superseded values are not recommended for survey control. FX2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2796.See file dsdata.txt to determine how the superseded data were derived. FX2796 FX2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2423798586(NAD 83) FX2796_MARKER: DE = TRAVERSE STATION DISK FX2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2796_SP_SET: CONCRETE POST FX2796_STAMPING: TOBACCO 1980 FX2796_MARK LOGO: NCGS FX2796_PROJECTION: RECESSED 13 CENTIMETERS FX2796_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2796+STABILITY: SURFACE MOTION FX2796 FX2796 HISTORY - Date Condition Report By FX2796 HISTORY - 1980 MONUMENTED NCGS FX2796 HISTORY - 1980 GOOD NCGS FX2796 HISTORY - 1985 GOOD USPSQD FX2796 FX2796 STATION DESCRIPTION FX2796 FX2796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2796'STATION IS LOCATED APPROXIMATELY 0.8 MILE WEST-NORTHWEST OF ASKEWVILLE FX2796'AND 7.5 MILES SOUTH OF POWELLSVILLE. FX2796' FX2796'TO REACH STATION FROM THE INTERSECTION OF SR 1304 WITH SR 1349 IN FX2796'ASKEWVILLE, PROCEED NORTHWEST ALONG SR 1304 FOR 0.55 MILES TO STATION FX2796'IN THE RIGHT SHOULDER AND 0.7 MILE SOUTHEAST OF US 13. FX2796' FX2796'STATION MARK IS A STANDARD DISK STAMPED---TOBACCO 1980---SET IN THE FX2796'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND FX2796'SURFACE AND 2 FEET LOWER THAN ROAD. MARK IS 13.0 FEET NORTHEAST OF FX2796'CENTERLINE OF SR 1304 AND 10.7 FEET WEST-SOUTHWEST OF 10 INCH PINE, FX2796'12.7 FEET SOUTH-SOUTHEAST OF 12 INCH PINE, 25.8 FEET WEST-NORTHWEST OF FX2796'12 INCH GUM AND 26.6 FEET SOUTHEAST OF 10 INCH PINE ALL WITH REFERENCE FX2796'TAGS. FX2796 FX2796 STATION RECOVERY (1980) FX2796 FX2796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2796'0.8 MI WNW FROM ASKEWVILLE. FX2796'7.5 MILES SOUTH OF POWELLSVILLE. FX2796'0.55 MILE NORTHWEST ALONG SR 1304 FROM INTERSECTION WITH SR 1349 IN FX2796'ASKEWVILLE, IN THE RIGHT SHOULDER AND 0.7 MILE SOUTHEAST OF US 13, FX2796'13.0 FEET NORTHEAST OF CENTERLINE OF SR 1304 AND 10.7 FEET WEST FX2796'SOUTHWEST OF 10 INCH PINE, 12.7 FEET SOUTH-SOUTHEAST OF 12 INCH PINE, FX2796'24.8 FEET WEST-NORTHWEST OF 12 INCH GUM AND 26.6 FEET SOUTHEAST OF 10 FX2796'INCH PINE ALL WITH REFERENCE TAGS. FX2796 FX2796 STATION RECOVERY (1985) FX2796 FX2796'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2796'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1978 *********************************************************************** EY1978 DESIGNATION - TOUGH EY1978 PID - EY1978 EY1978 STATE/COUNTY- NC/BERTIE EY1978 USGS QUAD - WOODARD (1979) EY1978 EY1978 *CURRENT SURVEY CONTROL EY1978 ___________________________________________________________________ EY1978* NAD 83(1986)- 35 58 02.88318(N) 076 45 05.06517(W) ADJUSTED EY1978* NAVD 88 - 10.074 (meters) 33.05 (feet) ADJUSTED EY1978 ___________________________________________________________________ EY1978 LAPLACE CORR- -3.58 (seconds) DEFLEC99 EY1978 GEOID HEIGHT- -36.51 (meters) GEOID03 EY1978 DYNAMIC HT - 10.066 (meters) 33.02 (feet) COMP EY1978 MODELED GRAV- 979,803.0 (mgal) NAVD 88 EY1978 EY1978 HORZ ORDER - SECOND EY1978 VERT ORDER - SECOND CLASS II EY1978 EY1978.The North Carolina HARNS have been completed but, EY1978.due to contractual restrictions, coordinates for these stations EY1978.will NOT be published in the near future. In the interim, the EY1978.published coordinates in North Carolina will not be EY1978.consistent with the Continuously Operating Reference Stations EY1978.(CORS). The HARN coordinates for these stations are available EY1978.upon request. Contact Gary Thompson(919-733-3836). EY1978. EY1978.In addition, the published North Carolina positions EY1978.(NAD 83 (1986)) are NOT consistent with those determined in EY1978.adjacent state readjustments. The discontinuity between stations EY1978.located in North Carolina and those in adjacent states EY1978.which have been adjusted to the HARN may be as much as 5 EY1978.decimeters. This will result in a significant loss of accuracy EY1978.over lines crossing such state borders. EY1978 EY1978 EY1978.The horizontal coordinates were established by classical geodetic methods EY1978.and adjusted by the National Geodetic Survey in January 1991. EY1978 EY1978.The orthometric height was determined by differential leveling EY1978.and adjusted by the National Geodetic Survey in June 1991. EY1978 EY1978.The Laplace correction was computed from DEFLEC99 derived deflections. EY1978 EY1978.The geoid height was determined by GEOID03. EY1978 EY1978.The dynamic height is computed by dividing the NAVD 88 EY1978.geopotential number by the normal gravity value computed on the EY1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1978.degrees latitude (g = 980.6199 gals.). EY1978 EY1978.The modeled gravity was interpolated from observed gravity values. EY1978 EY1978; North East Units Scale Factor Converg. EY1978;SPC NC - 248,288.025 812,398.510 MT 0.99995049 +1 17 52.2 EY1978;SPC NC - 814,591.63 2,665,344.11 sFT 0.99995049 +1 17 52.2 EY1978;UTM 18 - 3,981,758.010 342,077.351 MT 0.99990731 -1 01 43.9 EY1978 EY1978! - Elev Factor x Scale Factor = Combined Factor EY1978!SPC NC - 1.00000415 x 0.99995049 = 0.99995464 EY1978!UTM 18 - 1.00000415 x 0.99990731 = 0.99991146 EY1978 EY1978 SUPERSEDED SURVEY CONTROL EY1978 EY1978 NGVD 29 (01/18/91) 10.40 (m) 34.1 (f) LEVELING 3 EY1978 EY1978.Superseded values are not recommended for survey control. EY1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1978.See file dsdata.txt to determine how the superseded data were derived. EY1978 EY1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4207781758(NAD 83) EY1978_MARKER: DH = HORIZONTAL CONTROL DISK EY1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1978_SP_SET: CONCRETE POST EY1978_STAMPING: TOUGH 1981 EY1978_MARK LOGO: NCGS EY1978_PROJECTION: RECESSED 8 CENTIMETERS EY1978_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1978+STABILITY: SURFACE MOTION EY1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1978+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997 EY1978 EY1978 HISTORY - Date Condition Report By EY1978 HISTORY - 1981 MONUMENTED NCGS EY1978 HISTORY - 1981 GOOD NCGS EY1978 HISTORY - 19970224 GOOD NCGS EY1978 EY1978 STATION DESCRIPTION EY1978 EY1978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1978'STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH-SOUTHEAST OF MERRY EY1978'HILL AND 7.7 MILES NORTH OF PLYMOUTH. EY1978' EY1978'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 17 AT MIDWAY, EY1978'PROCEED SOUTHERLY ALONG NC 45 FOR 5.05 MILES TO STATION IN THE LEFT EY1978'SHOULDER, AND 0.3 MILE NORTH OF THE NORTHERNMOST INTERSECTION WITH EY1978'SR 1534. EY1978' EY1978'STATION MARK IS A STANDARD DISK STAMPED---TOUGH 1981---SET IN THE TOP EY1978'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND EY1978'SURFACE. MARK IS 23.3 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, EY1978'111.3 FEET NORTHWEST OF BRACE POLE AND TELEPHONE PEDESTAL WITH EY1978'REFERENCE TAG, 138.8 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG EY1978'AND 29.2 FEET SOUTHWEST OF WITNESS POST. EY1978 EY1978 STATION RECOVERY (1981) EY1978 EY1978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1978'3.3 MI SSE FROM MERRY HILL. EY1978'7.7 MILES NORTH OF PLYMOUTH. EY1978'5.05 MILES SOUTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 17 EY1978'AT MIDWAY, IN THE LEFT SHOULDER AND 0.3 MILE NORTH OF THE NORTHERNMOST EY1978'INTERSECTION WITH SR 1534, 23.3 FEET NORTHEAST OF CENTERLINE OF EY1978'HIGHWAY, 111.3 FEET NORTHWEST OF BRACE POLE AND TELEPHONE PEDESTAL EY1978'WITH REFERENCE TAG, 138.8 FEET SOUTHEAST OF POWER POLE WITH REFERENCE EY1978'TAG AND 29.2 FEET SOUTHWEST OF WITNESS POST. EY1978 EY1978 STATION RECOVERY (1997) EY1978 EY1978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY1978'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3878 *********************************************************************** FX3878 DESIGNATION - TREE FX3878 PID - FX3878 FX3878 STATE/COUNTY- NC/BERTIE FX3878 USGS QUAD - VALHALLA (1982) FX3878 FX3878 *CURRENT SURVEY CONTROL FX3878 ___________________________________________________________________ FX3878* NAD 83(1986)- 36 12 52.43779(N) 076 44 42.18350(W) ADJUSTED FX3878* NAVD 88 - -0. (meters) -0. (feet) SCALED FX3878 ___________________________________________________________________ FX3878 LAPLACE CORR- -4.41 (seconds) DEFLEC99 FX3878 GEOID HEIGHT- -36.22 (meters) GEOID03 FX3878 FX3878 HORZ ORDER - THIRD FX3878 FX3878.The North Carolina HARNS have been completed but, FX3878.due to contractual restrictions, coordinates for these stations FX3878.will NOT be published in the near future. In the interim, the FX3878.published coordinates in North Carolina will not be FX3878.consistent with the Continuously Operating Reference Stations FX3878.(CORS). The HARN coordinates for these stations are available FX3878.upon request. Contact Gary Thompson(919-733-3836). FX3878. FX3878.In addition, the published North Carolina positions FX3878.(NAD 83 (1986)) are NOT consistent with those determined in FX3878.adjacent state readjustments. The discontinuity between stations FX3878.located in North Carolina and those in adjacent states FX3878.which have been adjusted to the HARN may be as much as 5 FX3878.decimeters. This will result in a significant loss of accuracy FX3878.over lines crossing such state borders. FX3878 FX3878 FX3878.The horizontal coordinates were established by classical geodetic methods FX3878.and adjusted by the National Geodetic Survey in July 1986. FX3878 FX3878.The orthometric height was scaled from a topographic map. FX3878 FX3878.The Laplace correction was computed from DEFLEC99 derived deflections. FX3878 FX3878.The geoid height was determined by GEOID03. FX3878 FX3878; North East Units Scale Factor Converg. FX3878;SPC NC - 275,711.642 812,348.905 MT 1.00001372 +1 18 05.4 FX3878;SPC NC - 904,563.95 2,665,181.37 sFT 1.00001372 +1 18 05.4 FX3878;UTM 18 - 4,009,158.912 343,142.465 MT 0.99990316 -1 01 52.3 FX3878 FX3878! - Elev Factor x Scale Factor = Combined Factor FX3878!SPC NC - 1.00000574 x 1.00001372 = 1.00001946 FX3878!UTM 18 - 1.00000574 x 0.99990316 = 0.99990890 FX3878 FX3878 SUPERSEDED SURVEY CONTROL FX3878 FX3878 NAD 27 - 36 12 51.87900(N) 076 44 43.36800(W) AD( ) 3 FX3878 FX3878.Superseded values are not recommended for survey control. FX3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3878.See file dsdata.txt to determine how the superseded data were derived. FX3878 FX3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4314209159(NAD 83) FX3878_MARKER: S = SPIKE FX3878_SETTING: 0 = UNSPECIFIED SETTING FX3878_MARK LOGO: CGS FX3878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX3878 FX3878 HISTORY - Date Condition Report By FX3878 HISTORY - 1932 MONUMENTED CGS FX3878 FX3878 STATION DESCRIPTION FX3878 FX3878'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE) FX3878'ABOUT 1.3 MILE NORTH OF COLERAIN LANDING AN UNOCCUPIED STATION ON FX3878'WEST BANK OF CHOWAN RIVER, ON SOUTHEAST SIDE OF LARGE TRIANGULAR FX3878'BLAZED CYPRESS AND 12 INCH MAPLE GROWING TOGETHER ON SMALL ISLET FX3878'FORMED BY KNEES OF CYPRESS ABOUT 40 METERS (131 FEET) OFFSHORE. FX3878'STATION IS MARKED BY TWO RAILROAD SPIKES DRIVEN HORIZONTALLY ABOUT FX3878'6 INCHES ABOVE WATER INTO THE SIDES OF TREE ROOTS SO THAT THE FX3878'HEADS COME TOGETHER AND MARK THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2810 *********************************************************************** FX2810 DESIGNATION - TREE FARM FX2810 PID - FX2810 FX2810 STATE/COUNTY- NC/BERTIE FX2810 USGS QUAD - WINDSOR NORTH (1981) FX2810 FX2810 *CURRENT SURVEY CONTROL FX2810 ___________________________________________________________________ FX2810* NAD 83(1986)- 36 03 54.49474(N) 076 58 18.85045(W) ADJUSTED FX2810* NAVD 88 - 9.803 (meters) 32.16 (feet) ADJUSTED FX2810 ___________________________________________________________________ FX2810 LAPLACE CORR- -4.69 (seconds) DEFLEC99 FX2810 GEOID HEIGHT- -35.76 (meters) GEOID03 FX2810 DYNAMIC HT - 9.795 (meters) 32.14 (feet) COMP FX2810 MODELED GRAV- 979,830.3 (mgal) NAVD 88 FX2810 FX2810 HORZ ORDER - SECOND FX2810 VERT ORDER - SECOND CLASS II FX2810 FX2810.The North Carolina HARNS have been completed but, FX2810.due to contractual restrictions, coordinates for these stations FX2810.will NOT be published in the near future. In the interim, the FX2810.published coordinates in North Carolina will not be FX2810.consistent with the Continuously Operating Reference Stations FX2810.(CORS). The HARN coordinates for these stations are available FX2810.upon request. Contact Gary Thompson(919-733-3836). FX2810. FX2810.In addition, the published North Carolina positions FX2810.(NAD 83 (1986)) are NOT consistent with those determined in FX2810.adjacent state readjustments. The discontinuity between stations FX2810.located in North Carolina and those in adjacent states FX2810.which have been adjusted to the HARN may be as much as 5 FX2810.decimeters. This will result in a significant loss of accuracy FX2810.over lines crossing such state borders. FX2810 FX2810 FX2810.The horizontal coordinates were established by classical geodetic methods FX2810.and adjusted by the National Geodetic Survey in January 1991. FX2810 FX2810.The orthometric height was determined by differential leveling FX2810.and adjusted by the National Geodetic Survey in June 1991. FX2810 FX2810.The Laplace correction was computed from DEFLEC99 derived deflections. FX2810 FX2810.The geoid height was determined by GEOID03. FX2810 FX2810.The dynamic height is computed by dividing the NAVD 88 FX2810.geopotential number by the normal gravity value computed on the FX2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2810.degrees latitude (g = 980.6199 gals.). FX2810 FX2810.The modeled gravity was interpolated from observed gravity values. FX2810 FX2810; North East Units Scale Factor Converg. FX2810;SPC NC - 258,694.364 792,293.842 MT 0.99997325 +1 10 14.0 FX2810;SPC NC - 848,733.09 2,599,384.05 sFT 0.99997325 +1 10 14.0 FX2810;UTM 18 - 3,992,972.647 322,412.492 MT 0.99998860 -1 09 40.2 FX2810 FX2810! - Elev Factor x Scale Factor = Combined Factor FX2810!SPC NC - 1.00000407 x 0.99997325 = 0.99997732 FX2810!UTM 18 - 1.00000407 x 0.99998860 = 0.99999267 FX2810 FX2810 SUPERSEDED SURVEY CONTROL FX2810 FX2810 NGVD 29 (01/18/91) 10.16 (m) 33.3 (f) LEVELING 3 FX2810 FX2810.Superseded values are not recommended for survey control. FX2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2810.See file dsdata.txt to determine how the superseded data were derived. FX2810 FX2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2241292973(NAD 83) FX2810_MARKER: DE = TRAVERSE STATION DISK FX2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2810_SP_SET: CONCRETE POST FX2810_STAMPING: TREE FARM 1980 FX2810_MARK LOGO: NCGS FX2810_PROJECTION: RECESSED 3 CENTIMETERS FX2810_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2810+STABILITY: SURFACE MOTION FX2810 FX2810 HISTORY - Date Condition Report By FX2810 HISTORY - 1980 MONUMENTED NCGS FX2810 HISTORY - 1980 GOOD NCGS FX2810 HISTORY - 1985 GOOD USPSQD FX2810 HISTORY - 19950821 GOOD USPSQD FX2810 FX2810 STATION DESCRIPTION FX2810 FX2810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2810'STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTH-NORTHWEST OF WINDSOR FX2810'AND 3.7 MILES SOUTH-SOUTHWEST OF ASKEWVILLE. FX2810' FX2810'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH NC 305 FX2810'BETWEEN WINDSOR AND AHOSKIE, PROCEED SOUTHERLY ALONG US 13 FOR 1.2 FX2810'MILES TO STATION ON THE LEFT UNDER POWER LINE AND 0.25 MILE NORTH OF FX2810'SR 1349. FX2810' FX2810'STATION MARK IS A STANDARD DISK STAMPED---TREE FARM 1980---SET IN THE FX2810'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2810'SURFACE AND 2 FEET ABOVE HIGHWAY. MARK IS 40.0 FEET EAST OF THE FX2810'CENTERLINE OF US 13, 201.3 FEET SOUTH OF EAST END OF CULVERT UNDER FX2810'HIGHWAY AND 12.8 FEET WEST OF 18 INCH PINE, 26.2 FEET SOUTHWEST OF 18 FX2810'INCH PINE, 47.5 FEET NORTH-NORTHWEST OF 18 INCH PINE, 93.2 FEET FX2810'NORTHEAST OF POST MARKING BURIED CABLE AND 204.3 FEET SOUTH OF POWER FX2810'POLE 47 ALL WITH REFERENCE TAGS. FX2810 FX2810 STATION RECOVERY (1980) FX2810 FX2810'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2810'3.7 MI SSW FROM ASKEWVILLE. FX2810'4.8 MILES NORTH-NORTHWEST OF WINDSOR. FX2810'1.2 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2810'WINDSOR AND AHOSKIE, ON THE LEFT UNDER POWER LINE AND 0.25 MILE NORTH FX2810'OF SR 1349, 40.0 FEET EAST OF CENTERLINE OF US 13, 201.3 FEET SOUTH FX2810'OF EAST END OF CULVERT UNDER HIGHWAY AND 12.8 FEET WEST OF 18 INCH FX2810'PINE, 26.2 FEET SOUTHWEST OF 18 INCH PINE, 47.5 FEET NORTH-NORTHWEST FX2810'OF 18 INCH PINE, 93.2 FEET NORTHEAST OF POST MARKING BURIED CABLE AND FX2810'204.3 FEET SOUTH OF POWER POLE 47 ALL WITH REFERENCE TAGS. FX2810 FX2810 STATION RECOVERY (1985) FX2810 FX2810'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2810'RECOVERED IN GOOD CONDITION. FX2810 FX2810 STATION RECOVERY (1995) FX2810 FX2810'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2810'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2790 *********************************************************************** FX2790 DESIGNATION - TROPHY FX2790 PID - FX2790 FX2790 STATE/COUNTY- NC/BERTIE FX2790 USGS QUAD - POWELLSVILLE (1982) FX2790 FX2790 *CURRENT SURVEY CONTROL FX2790 ___________________________________________________________________ FX2790* NAD 83(1986)- 36 09 00.59387(N) 076 57 44.94911(W) ADJUSTED FX2790* NAVD 88 - 17.648 (meters) 57.90 (feet) ADJUSTED FX2790 ___________________________________________________________________ FX2790 LAPLACE CORR- -4.83 (seconds) DEFLEC99 FX2790 GEOID HEIGHT- -35.65 (meters) GEOID03 FX2790 DYNAMIC HT - 17.634 (meters) 57.85 (feet) COMP FX2790 MODELED GRAV- 979,836.1 (mgal) NAVD 88 FX2790 FX2790 HORZ ORDER - SECOND FX2790 VERT ORDER - SECOND CLASS II FX2790 FX2790.The North Carolina HARNS have been completed but, FX2790.due to contractual restrictions, coordinates for these stations FX2790.will NOT be published in the near future. In the interim, the FX2790.published coordinates in North Carolina will not be FX2790.consistent with the Continuously Operating Reference Stations FX2790.(CORS). The HARN coordinates for these stations are available FX2790.upon request. Contact Gary Thompson(919-733-3836). FX2790. FX2790.In addition, the published North Carolina positions FX2790.(NAD 83 (1986)) are NOT consistent with those determined in FX2790.adjacent state readjustments. The discontinuity between stations FX2790.located in North Carolina and those in adjacent states FX2790.which have been adjusted to the HARN may be as much as 5 FX2790.decimeters. This will result in a significant loss of accuracy FX2790.over lines crossing such state borders. FX2790 FX2790 FX2790.The horizontal coordinates were established by classical geodetic methods FX2790.and adjusted by the National Geodetic Survey in January 1991. FX2790 FX2790.The orthometric height was determined by differential leveling FX2790.and adjusted by the National Geodetic Survey in June 1991. FX2790 FX2790.The Laplace correction was computed from DEFLEC99 derived deflections. FX2790 FX2790.The geoid height was determined by GEOID03. FX2790 FX2790.The dynamic height is computed by dividing the NAVD 88 FX2790.geopotential number by the normal gravity value computed on the FX2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2790.degrees latitude (g = 980.6199 gals.). FX2790 FX2790.The modeled gravity was interpolated from observed gravity values. FX2790 FX2790; North East Units Scale Factor Converg. FX2790;SPC NC - 268,144.338 792,948.386 MT 0.99999544 +1 10 33.6 FX2790;SPC NC - 879,736.88 2,601,531.50 sFT 0.99999544 +1 10 33.6 FX2790;UTM 18 - 4,002,388.167 323,451.154 MT 0.99998406 -1 09 28.7 FX2790 FX2790! - Elev Factor x Scale Factor = Combined Factor FX2790!SPC NC - 1.00000283 x 0.99999544 = 0.99999827 FX2790!UTM 18 - 1.00000283 x 0.99998406 = 0.99998689 FX2790 FX2790 SUPERSEDED SURVEY CONTROL FX2790 FX2790 NGVD 29 (01/18/91) 18.03 (m) 59.2 (f) LEVELING 3 FX2790 FX2790.Superseded values are not recommended for survey control. FX2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2790.See file dsdata.txt to determine how the superseded data were derived. FX2790 FX2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2345102388(NAD 83) FX2790_MARKER: DE = TRAVERSE STATION DISK FX2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2790_SP_SET: CONCRETE POST FX2790_STAMPING: TROPHY 1980 FX2790_MARK LOGO: NCGS FX2790_PROJECTION: RECESSED 3 CENTIMETERS FX2790_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2790+STABILITY: SURFACE MOTION FX2790 FX2790 HISTORY - Date Condition Report By FX2790 HISTORY - 1980 MONUMENTED NCGS FX2790 HISTORY - 1980 GOOD NCGS FX2790 HISTORY - 1985 GOOD USPSQD FX2790 FX2790 STATION DESCRIPTION FX2790 FX2790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2790'STATION IS LOCATED APPROXIMATELY 3.1 MILES NORTH-NORTHWEST OF FX2790'ASKEWVILLE AND 5.4 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2790' FX2790'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2790'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 5.1 MILES TO FX2790'STATION ON THE LEFT ACROSS HIGHWAY FROM A BRICK HOUSE AND 0.2 MILE FX2790'NORTHWEST OF HOLLY GROVE BAPTIST CHURCH. FX2790' FX2790'STATION MARK IS A STANDARD DISK STAMPED---TROPHY 1980---SET IN THE FX2790'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2790'SURFACE AND 2 FEET BELOW HIGHWAY. MARK IS 33.2 FEET WEST-SOUTHWEST OF FX2790'CENTERLINE OF US 13, 78.0 FEET WEST OF NORTH END OF SOUTH CULVERT, FX2790'69.8 FEET SOUTHWEST OF SOUTH END OF NORTH CULVERT, 30.6 FEET FX2790'EAST-SOUTHEAST OF 15 INCH PINE WITH REFERENCE TAG AND 57.6 FEET FX2790'NORTH-NORTHWEST OF 12 INCH OAK WITH REFERENCE TAG. FX2790 FX2790 STATION RECOVERY (1980) FX2790 FX2790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2790'3.1 MI NNW FROM ASKEWVILLE. FX2790'5.4 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2790'5.1 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2790'WINDSOR AND AHOSKIE, ON THE LEFT ACROSS HIGHWAY FROM A BRICK HOUSE AND FX2790'0.2 MILE NORTHWEST OF HOLLY GROVE BAPTIST CHURCH, 33.2 FEET WEST FX2790'SOUTHWEST OF CENTERLINE OF US 13, 78.0 FEET WEST OF NORTH END OF SOUTH FX2790'CULVERT, 69.8 FEET SOUTHWEST OF SOUTH END OF NORTH CULVERT, 30.6 FEET FX2790'EAST-SOUTHEAST OF 15 INCH PINE WITH REFERENCE TAG AND 57.6 FEET FX2790'NORTH-NORTHWEST OF 12 INCH OAK WITH REFERENCE TAG. FX2790 FX2790 STATION RECOVERY (1985) FX2790 FX2790'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2790'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1922 *********************************************************************** EY1922 DESIGNATION - TUNNEL EY1922 PID - EY1922 EY1922 STATE/COUNTY- NC/BERTIE EY1922 USGS QUAD - WINDSOR SOUTH (1978) EY1922 EY1922 *CURRENT SURVEY CONTROL EY1922 ___________________________________________________________________ EY1922* NAD 83(1986)- 35 59 08.05469(N) 076 57 27.78244(W) ADJUSTED EY1922* NAVD 88 - 9.315 (meters) 30.56 (feet) ADJUSTED EY1922 ___________________________________________________________________ EY1922 LAPLACE CORR- -4.47 (seconds) DEFLEC99 EY1922 GEOID HEIGHT- -35.92 (meters) GEOID03 EY1922 DYNAMIC HT - 9.308 (meters) 30.54 (feet) COMP EY1922 MODELED GRAV- 979,825.7 (mgal) NAVD 88 EY1922 EY1922 HORZ ORDER - SECOND EY1922 VERT ORDER - SECOND CLASS II EY1922 EY1922.The North Carolina HARNS have been completed but, EY1922.due to contractual restrictions, coordinates for these stations EY1922.will NOT be published in the near future. In the interim, the EY1922.published coordinates in North Carolina will not be EY1922.consistent with the Continuously Operating Reference Stations EY1922.(CORS). The HARN coordinates for these stations are available EY1922.upon request. Contact Gary Thompson(919-733-3836). EY1922. EY1922.In addition, the published North Carolina positions EY1922.(NAD 83 (1986)) are NOT consistent with those determined in EY1922.adjacent state readjustments. The discontinuity between stations EY1922.located in North Carolina and those in adjacent states EY1922.which have been adjusted to the HARN may be as much as 5 EY1922.decimeters. This will result in a significant loss of accuracy EY1922.over lines crossing such state borders. EY1922 EY1922 EY1922.The horizontal coordinates were established by classical geodetic methods EY1922.and adjusted by the National Geodetic Survey in January 1991. EY1922 EY1922.The orthometric height was determined by differential leveling EY1922.and adjusted by the National Geodetic Survey in June 1991. EY1922 EY1922.The Laplace correction was computed from DEFLEC99 derived deflections. EY1922 EY1922.The geoid height was determined by GEOID03. EY1922 EY1922.The dynamic height is computed by dividing the NAVD 88 EY1922.geopotential number by the normal gravity value computed on the EY1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1922.degrees latitude (g = 980.6199 gals.). EY1922 EY1922.The modeled gravity was interpolated from observed gravity values. EY1922 EY1922; North East Units Scale Factor Converg. EY1922;SPC NC - 249,894.074 793,753.121 MT 0.99995449 +1 10 43.5 EY1922;SPC NC - 819,860.81 2,604,171.70 sFT 0.99995449 +1 10 43.5 EY1922;UTM 18 - 3,984,120.096 323,512.730 MT 0.99998381 -1 09 02.2 EY1922 EY1922! - Elev Factor x Scale Factor = Combined Factor EY1922!SPC NC - 1.00000418 x 0.99995449 = 0.99995867 EY1922!UTM 18 - 1.00000418 x 0.99998381 = 0.99998799 EY1922 EY1922 SUPERSEDED SURVEY CONTROL EY1922 EY1922 NGVD 29 (01/18/91) 9.65 (m) 31.7 (f) LEVELING 3 EY1922 EY1922.Superseded values are not recommended for survey control. EY1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1922.See file dsdata.txt to determine how the superseded data were derived. EY1922 EY1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2351384120(NAD 83) EY1922_MARKER: DE = TRAVERSE STATION DISK EY1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1922_SP_SET: CONCRETE POST EY1922_STAMPING: TUNNEL 1980 EY1922_MARK LOGO: NCGS EY1922_PROJECTION: RECESSED 15 CENTIMETERS EY1922_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1922+STABILITY: SURFACE MOTION EY1922 EY1922 HISTORY - Date Condition Report By EY1922 HISTORY - 1980 MONUMENTED NCGS EY1922 HISTORY - 1980 GOOD NCGS EY1922 HISTORY - 19950508 GOOD USPSQD EY1922 EY1922 STATION DESCRIPTION EY1922 EY1922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY1922'STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH-SOUTHWEST OF WINDSOR EY1922'AT THE JUNCTION OS US 13 AND US 17 IN SHOULDER AT NORTH SIDE OF THE EY1922'JUNCTION OF NORTHBOUND TRAFFIC OF US 13 BYPASS WITH SOUTHBOUND TRAFFIC EY1922'OF US 17 AND BUSINESS ROUTES. EY1922' EY1922'STATION MARK IS A STANDARD DISK STAMPED---TUNNEL 1980---SET IN TOP OF EY1922'A 10 INCH CONCRETE CYLINDER 6 INCHES BELOW GROUND SURFACE AND 1 FOOT EY1922'BELOW CENTERLINE OF HIGHWAY. MARK IS 32.4 FEET NORTHEAST OF EY1922'CENTERLINE OF NORTHBOUND LANE OF US 13 BYPASS, 43.1 FEET NORTH OF EY1922'NORTHWEST CORNER OF ASPHALT ISLAND AND 49.0 FEET NORTHWEST OF EY1922'NORTHEAST CORNER, 29.2 FEET SOUTH-SOUTHEAST OF POWER POLE AND 133.7 EY1922'FEET SOUTHWEST OF EAST POST OF--BRIDGE TUNNEL--BILLBOARD BOTH WITH EY1922'REFERENCE TAGS. EY1922 EY1922 STATION RECOVERY (1980) EY1922 EY1922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1922'0.8 MI SSW FROM WINDSOR. EY1922'AT THE JUNCTION OF US 13 AND 17 IN SHOULDER AT THE NORTH SIDE OF THE EY1922'JUNCTION OF THE NORTH BOUND TRAFFIC OF US 13 BYPASS WITH THE SOUTH EY1922'BOUND TRAFFIC OF US 17 AND BUSINESS ROUTES, 32.4 FEET NORTHEAST OF EY1922'CENTERLINE OF NORTH BOUND LANE OF US 13 BYPASS, 43.1 FEET NORTH OF EY1922'NORTHWEST CORNER OF ASPHALT ISLAND AND 49.0 FEET NORTHWEST OF NORTH EY1922'EAST CORNER, 29.2 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE EY1922'TAG AND 133.7 FEET SOUTHWEST OF EAST POST OF BRIDGE TUNNEL BILLBOARD EY1922'WITH REFERENCE TAG. EY1922 EY1922 STATION RECOVERY (1995) EY1922 EY1922'RECOVERY NOTE BY US POWER SQUADRON 1995 EY1922'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2890 *********************************************************************** FX2890 DESIGNATION - TWO TEN FX2890 PID - FX2890 FX2890 STATE/COUNTY- NC/BERTIE FX2890 USGS QUAD - MERRY HILL (1982) FX2890 FX2890 *CURRENT SURVEY CONTROL FX2890 ___________________________________________________________________ FX2890* NAD 83(1986)- 36 00 56.45551(N) 076 51 00.07182(W) ADJUSTED FX2890* NAVD 88 - 13.903 (meters) 45.61 (feet) ADJUSTED FX2890 ___________________________________________________________________ FX2890 LAPLACE CORR- -5.31 (seconds) DEFLEC99 FX2890 GEOID HEIGHT- -36.20 (meters) GEOID03 FX2890 DYNAMIC HT - 13.892 (meters) 45.58 (feet) COMP FX2890 MODELED GRAV- 979,811.2 (mgal) NAVD 88 FX2890 FX2890 HORZ ORDER - SECOND FX2890 VERT ORDER - SECOND CLASS II FX2890 FX2890.The North Carolina HARNS have been completed but, FX2890.due to contractual restrictions, coordinates for these stations FX2890.will NOT be published in the near future. In the interim, the FX2890.published coordinates in North Carolina will not be FX2890.consistent with the Continuously Operating Reference Stations FX2890.(CORS). The HARN coordinates for these stations are available FX2890.upon request. Contact Gary Thompson(919-733-3836). FX2890. FX2890.In addition, the published North Carolina positions FX2890.(NAD 83 (1986)) are NOT consistent with those determined in FX2890.adjacent state readjustments. The discontinuity between stations FX2890.located in North Carolina and those in adjacent states FX2890.which have been adjusted to the HARN may be as much as 5 FX2890.decimeters. This will result in a significant loss of accuracy FX2890.over lines crossing such state borders. FX2890 FX2890 FX2890.The horizontal coordinates were established by classical geodetic methods FX2890.and adjusted by the National Geodetic Survey in January 1991. FX2890 FX2890.The orthometric height was determined by differential leveling FX2890.and adjusted by the National Geodetic Survey in June 1991. FX2890 FX2890.The Laplace correction was computed from DEFLEC99 derived deflections. FX2890 FX2890.The geoid height was determined by GEOID03. FX2890 FX2890.The dynamic height is computed by dividing the NAVD 88 FX2890.geopotential number by the normal gravity value computed on the FX2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2890.degrees latitude (g = 980.6199 gals.). FX2890 FX2890.The modeled gravity was interpolated from observed gravity values. FX2890 FX2890; North East Units Scale Factor Converg. FX2890;SPC NC - 253,439.326 803,390.324 MT 0.99996136 +1 14 27.3 FX2890;SPC NC - 831,492.19 2,635,789.75 sFT 0.99996136 +1 14 27.3 FX2890;UTM 18 - 3,987,270.773 333,286.101 MT 0.99994247 -1 05 17.1 FX2890 FX2890! - Elev Factor x Scale Factor = Combined Factor FX2890!SPC NC - 1.00000350 x 0.99996136 = 0.99996486 FX2890!UTM 18 - 1.00000350 x 0.99994247 = 0.99994597 FX2890 FX2890 SUPERSEDED SURVEY CONTROL FX2890 FX2890 NGVD 29 (01/18/91) 14.23 (m) 46.7 (f) LEVELING 3 FX2890 FX2890.Superseded values are not recommended for survey control. FX2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2890.See file dsdata.txt to determine how the superseded data were derived. FX2890 FX2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3328687271(NAD 83) FX2890_MARKER: DE = TRAVERSE STATION DISK FX2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2890_SP_SET: CONCRETE POST FX2890_STAMPING: TWO TEN 1980 FX2890_MARK LOGO: NCGS FX2890_PROJECTION: RECESSED 3 CENTIMETERS FX2890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2890+STABILITY: SURFACE MOTION FX2890 FX2890 HISTORY - Date Condition Report By FX2890 HISTORY - 1980 MONUMENTED NCGS FX2890 HISTORY - 1980 GOOD NCGS FX2890 FX2890 STATION DESCRIPTION FX2890 FX2890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2890'STATION IS LOCATED APPROXIMATELY 4.4 MILES WEST OF MERRY HILL AND 5.9 FX2890'MILES EAST-NORTHEAST OF WINDSOR. FX2890' FX2890'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45 BETWEEN FX2890'WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US 17 FOR 3.9 MILES TO FX2890'STATION ON THE LEFT IN FRONT OF A WHITE SHINGLE HOUSE AND 0.35 MILE FX2890'WEST OF SR 1504. FX2890' FX2890'STATION MARK IS A STANDARD DISK STAMPED---TWO TEN 1980---SET IN THE FX2890'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND FX2890'SURFACE. MARK IS 38.0 FEET SOUTH OF THE CENTERLINE OF US 17, 54.0 FX2890'FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF HOUSE AND 50.2 FEET NORTH FX2890'NORTHWEST OF NORTHEAST CORNER OF HOUSE, 15.3 FEET SOUTHEAST OF EAST FX2890'END OF WEST CULVERT, 82.0 FEET WEST OF WEST END OF EAST CULVERT, 33.3 FX2890'FEET NORTHWEST OF 20 INCH PINE WITH REFERENCE TAG AND 36.8 FEET WEST FX2890'NORTHWEST OF SERVICE POLE WITH REFERENCE TAG. FX2890 FX2890 STATION RECOVERY (1980) FX2890 FX2890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2890'4.4 MI WEST FROM MERRY HILL. FX2890'5.9 MILES EAST-NORTHEAST OF WINDSOR. FX2890'3.9 MILES SOUTHWEST ALONG US 17 FROM INTERSECTION OF US 17 WITH NC 45 FX2890'BETWEEN WINDSOR AND EDENTON, ON THE LEFT IN FRONT OF A WHITE SHINGLE FX2890'HOUSE AND 0.35 MILE WEST OF SR 1504, 38.0 FEET SOUTH OF CENTERLINE OF FX2890'US 17, 54.0 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF HOUSE AND FX2890'50.2 FEET NORTH-NORTHWEST OF NORTHEAST CORNER, 15.3 FEET SOUTHEAST FX2890'OF EAST END OF WEST CULVERT, 82.0 FEET WEST OF WEST END OF EAST FX2890'CULVERT, 33.3 FEET NORTHWEST OF 20 INCH PINE WITH REFERENCE TAG, AND FX2890'36.8 FEET WEST-NORTHWEST OF SERVICE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2430 *********************************************************************** FX2430 DESIGNATION - U 211 FX2430 PID - FX2430 FX2430 STATE/COUNTY- NC/BERTIE FX2430 USGS QUAD - MERRY HILL (1982) FX2430 FX2430 *CURRENT SURVEY CONTROL FX2430 ___________________________________________________________________ FX2430* NAD 83(1986)- 36 02 03.87544(N) 076 47 02.56226(W) ADJUSTED FX2430* NAVD 88 - 12.486 (meters) 40.96 (feet) ADJUSTED FX2430 ___________________________________________________________________ FX2430 LAPLACE CORR- -4.29 (seconds) DEFLEC99 FX2430 GEOID HEIGHT- -36.35 (meters) GEOID03 FX2430 DYNAMIC HT - 12.475 (meters) 40.93 (feet) COMP FX2430 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2430 OBS GRAVITY - 979,803.0 (mgal) GRAV_OBS FX2430 FX2430 HORZ ORDER - SECOND FX2430 VERT ORDER - FIRST CLASS II FX2430 FX2430.The North Carolina HARNS have been completed but, FX2430.due to contractual restrictions, coordinates for these stations FX2430.will NOT be published in the near future. In the interim, the FX2430.published coordinates in North Carolina will not be FX2430.consistent with the Continuously Operating Reference Stations FX2430.(CORS). The HARN coordinates for these stations are available FX2430.upon request. Contact Gary Thompson(919-733-3836). FX2430. FX2430.In addition, the published North Carolina positions FX2430.(NAD 83 (1986)) are NOT consistent with those determined in FX2430.adjacent state readjustments. The discontinuity between stations FX2430.located in North Carolina and those in adjacent states FX2430.which have been adjusted to the HARN may be as much as 5 FX2430.decimeters. This will result in a significant loss of accuracy FX2430.over lines crossing such state borders. FX2430 FX2430 FX2430.The horizontal coordinates were established by classical geodetic methods FX2430.and adjusted by the National Geodetic Survey in January 1991. FX2430.No horizontal observational check was made to the station. FX2430 FX2430.The orthometric height was determined by differential leveling FX2430.and adjusted by the National Geodetic Survey in June 1991. FX2430 FX2430.The Laplace correction was computed from DEFLEC99 derived deflections. FX2430 FX2430.The geoid height was determined by GEOID03. FX2430 FX2430.The dynamic height is computed by dividing the NAVD 88 FX2430.geopotential number by the normal gravity value computed on the FX2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2430.degrees latitude (g = 980.6199 gals.). FX2430 FX2430.The modeled gravity was interpolated from observed gravity values. FX2430.The observed gravity was obtained from relative gravimeter ties FX2430.to the IGSN71 gravity network. FX2430 FX2430; North East Units Scale Factor Converg. FX2430;SPC NC - 255,647.522 809,289.635 MT 0.99996577 +1 16 44.3 FX2430;SPC NC - 838,736.91 2,655,144.41 sFT 0.99996577 +1 16 44.3 FX2430;UTM 18 - 3,989,237.362 339,270.071 MT 0.99991833 -1 02 59.0 FX2430 FX2430! - Elev Factor x Scale Factor = Combined Factor FX2430!SPC NC - 1.00000375 x 0.99996577 = 0.99996952 FX2430!UTM 18 - 1.00000375 x 0.99991833 = 0.99992208 FX2430 FX2430 SUPERSEDED SURVEY CONTROL FX2430 FX2430 NGVD 29 (01/18/91) 12.81 (m) 42.0 (f) LEVELING 3 FX2430 FX2430.Superseded values are not recommended for survey control. FX2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2430.See file dsdata.txt to determine how the superseded data were derived. FX2430 FX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3927089237(NAD 83) FX2430_MARKER: I = METAL ROD FX2430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2430_SP_SET: STAINLESS STEEL ROD FX2430_STAMPING: U 211 1979 FX2430_MARK LOGO: CGS FX2430_PROJECTION: FLUSH FX2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2430_ROD/PIPE-DEPTH: 8.84 meters FX2430 FX2430 HISTORY - Date Condition Report By FX2430 HISTORY - 1979 MONUMENTED NGS FX2430 HISTORY - 1980 GOOD NCGS FX2430 FX2430 STATION DESCRIPTION FX2430 FX2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2430'1.7 MI NNW FROM MERRY HILL. FX2430'AT MIDWAY IN THE SOUTHEAST QUADRANT OF THE CROSSROADS OF US HIGHWAY FX2430'17 AND STATE HIGHWAY 45, BETWEEN TWO POWER POLES AT THE NORTHWEST FX2430'CORNER OF BERTIE COUNTY A.B.C. PACKAGE STORE, 78.9 FEET SOUTH OF FX2430'CENTERLINE OF HIGHWAY, 12.9 FEET NORTHWEST OF NORTHWEST CORNER OF FX2430'A.B.C. STORE, 3.0 FEET SOUTH OF A POWER POLE WITH REFERENCE TAG, FX2430'2.3 FEET NORTH OF A POWER POLE WITH PLAQUE AND 16.2 FEET NORTHWEST FX2430'OF A FENCE CORNER. THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD FX2430'4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE FX2430'WITH ACCESS COVER. FX2430'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2430 FX2430 STATION RECOVERY (1980) FX2430 FX2430'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2430'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2817 *********************************************************************** FX2817 DESIGNATION - UNLAWFULL FX2817 PID - FX2817 FX2817 STATE/COUNTY- NC/BERTIE FX2817 USGS QUAD - WINDSOR NORTH (1981) FX2817 FX2817 *CURRENT SURVEY CONTROL FX2817 ___________________________________________________________________ FX2817* NAD 83(1986)- 36 00 30.11542(N) 076 57 27.29265(W) ADJUSTED FX2817* NAVD 88 - 13.326 (meters) 43.72 (feet) ADJUSTED FX2817 ___________________________________________________________________ FX2817 LAPLACE CORR- -4.50 (seconds) DEFLEC99 FX2817 GEOID HEIGHT- -35.88 (meters) GEOID03 FX2817 DYNAMIC HT - 13.316 (meters) 43.69 (feet) COMP FX2817 MODELED GRAV- 979,827.2 (mgal) NAVD 88 FX2817 FX2817 HORZ ORDER - SECOND FX2817 VERT ORDER - SECOND CLASS II FX2817 FX2817.The North Carolina HARNS have been completed but, FX2817.due to contractual restrictions, coordinates for these stations FX2817.will NOT be published in the near future. In the interim, the FX2817.published coordinates in North Carolina will not be FX2817.consistent with the Continuously Operating Reference Stations FX2817.(CORS). The HARN coordinates for these stations are available FX2817.upon request. Contact Gary Thompson(919-733-3836). FX2817. FX2817.In addition, the published North Carolina positions FX2817.(NAD 83 (1986)) are NOT consistent with those determined in FX2817.adjacent state readjustments. The discontinuity between stations FX2817.located in North Carolina and those in adjacent states FX2817.which have been adjusted to the HARN may be as much as 5 FX2817.decimeters. This will result in a significant loss of accuracy FX2817.over lines crossing such state borders. FX2817 FX2817 FX2817.The horizontal coordinates were established by classical geodetic methods FX2817.and adjusted by the National Geodetic Survey in January 1991. FX2817 FX2817.The orthometric height was determined by differential leveling FX2817.and adjusted by the National Geodetic Survey in June 1991. FX2817 FX2817.The Laplace correction was computed from DEFLEC99 derived deflections. FX2817 FX2817.The geoid height was determined by GEOID03. FX2817 FX2817.The dynamic height is computed by dividing the NAVD 88 FX2817.geopotential number by the normal gravity value computed on the FX2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2817.degrees latitude (g = 980.6199 gals.). FX2817 FX2817.The modeled gravity was interpolated from observed gravity values. FX2817 FX2817; North East Units Scale Factor Converg. FX2817;SPC NC - 252,422.952 793,713.355 MT 0.99995966 +1 10 43.8 FX2817;SPC NC - 828,157.64 2,604,041.23 sFT 0.99995966 +1 10 43.8 FX2817;UTM 18 - 3,986,648.568 323,575.796 MT 0.99998353 -1 09 04.2 FX2817 FX2817! - Elev Factor x Scale Factor = Combined Factor FX2817!SPC NC - 1.00000354 x 0.99995966 = 0.99996320 FX2817!UTM 18 - 1.00000354 x 0.99998353 = 0.99998707 FX2817 FX2817 SUPERSEDED SURVEY CONTROL FX2817 FX2817 NGVD 29 (01/18/91) 13.66 (m) 44.8 (f) LEVELING 3 FX2817 FX2817.Superseded values are not recommended for survey control. FX2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2817.See file dsdata.txt to determine how the superseded data were derived. FX2817 FX2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2357686649(NAD 83) FX2817_MARKER: DE = TRAVERSE STATION DISK FX2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2817_SP_SET: CONCRETE POST FX2817_STAMPING: UNLAWFULL 1980 FX2817_MARK LOGO: NCGS FX2817_PROJECTION: RECESSED 3 CENTIMETERS FX2817_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2817+STABILITY: SURFACE MOTION FX2817 FX2817 HISTORY - Date Condition Report By FX2817 HISTORY - 1980 MONUMENTED NCGS FX2817 HISTORY - 1980 GOOD NCGS FX2817 HISTORY - 19950508 GOOD USPSQD FX2817 HISTORY - 19950821 GOOD USPSQD FX2817 FX2817 STATION DESCRIPTION FX2817 FX2817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2817'STATION IS LOCATED APPROXIMATELY 0.9 MILE NORTH-NORTHWEST OF WINDSOR. FX2817' FX2817'TO REACH THE STATION FROM THE INTERSECTION OF US 13 WITH US 13 FX2817'BUSINESS NORTH OF WINDSOR, PROCEED SOUTHWEST ALONG US 13 FOR 0.25 MILE FX2817'TO STATION IN THE RIGHT SHOULDER AT AN--UNLAWFUL TO PASS STOPPED FX2817'SCHOOL BUS--SIGN AND 00.35 MILE NORTHEAST OF NC 308 CROSSROAD. FX2817' FX2817'STATION MARK IS A STANDARD DISK STAMPED---UNLAWFULL 1980---SET IN THE FX2817'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2817'SURFACE. MARK IS 28.6 FEET NORTHWEST OF THE CENTERLINE OF SOUTH FX2817'BOUND LANE OF US 13, 3.4 FEET NORTHWEST OF SIGN POST AND 23.8 FEET FX2817'SOUTHEAST OF 12 INCH PINE, 32.6 FEET EAST-SOUTHEAST OF 8 INCH POPLAR FX2817'AND 134.0 FEET NORTHWEST OF POWER POLE ALL WITH REFERENCE TAGS. FX2817 FX2817 STATION RECOVERY (1980) FX2817 FX2817'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2817'0.9 MI NNW FROM WINDSOR. FX2817'0.25 MILE SOUTHWEST ALONG US 13 FROM INTERSECTION WITH US 13 BUSINESS FX2817'NORTH OF WINDSOR, IN THE RIGHT SHOULDER AT AN UNLAWFULL TO PASS FX2817'STOPPED SCHOOL BUS SIGN AND 0.35 MILE NORTHEAST OF NC 308 CROSSROAD, FX2817'28.6 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANE OF US 13, FX2817'3.4 FEET NORTHWEST OF SIGN POST AND 23.8 FEET SOUTHEAST OF 12 INCH FX2817'PINE, 32.6 FEET EAST-SOUTHEAST OF 8 INCH POPLAR AND 134.0 FEET FX2817'NORTHWEST OF POWER POLE ALL WITH REFERENCE TAGS. FX2817 FX2817 STATION RECOVERY (1995) FX2817 FX2817'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2817'RECOVERED IN GOOD CONDITION. FX2817 FX2817 STATION RECOVERY (1995) FX2817 FX2817'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2817'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2431 *********************************************************************** FX2431 DESIGNATION - V 211 FX2431 PID - FX2431 FX2431 STATE/COUNTY- NC/BERTIE FX2431 USGS QUAD - MERRY HILL (1982) FX2431 FX2431 *CURRENT SURVEY CONTROL FX2431 ___________________________________________________________________ FX2431* NAD 83(1986)- 36 01 28.79139(N) 076 46 53.15682(W) ADJUSTED FX2431* NAVD 88 - 6.563 (meters) 21.53 (feet) ADJUSTED FX2431 ___________________________________________________________________ FX2431 LAPLACE CORR- -4.20 (seconds) DEFLEC99 FX2431 GEOID HEIGHT- -36.37 (meters) GEOID03 FX2431 DYNAMIC HT - 6.558 (meters) 21.52 (feet) COMP FX2431 MODELED GRAV- 979,802.7 (mgal) NAVD 88 FX2431 FX2431 HORZ ORDER - SECOND FX2431 VERT ORDER - FIRST CLASS II FX2431 FX2431.The North Carolina HARNS have been completed but, FX2431.due to contractual restrictions, coordinates for these stations FX2431.will NOT be published in the near future. In the interim, the FX2431.published coordinates in North Carolina will not be FX2431.consistent with the Continuously Operating Reference Stations FX2431.(CORS). The HARN coordinates for these stations are available FX2431.upon request. Contact Gary Thompson(919-733-3836). FX2431. FX2431.In addition, the published North Carolina positions FX2431.(NAD 83 (1986)) are NOT consistent with those determined in FX2431.adjacent state readjustments. The discontinuity between stations FX2431.located in North Carolina and those in adjacent states FX2431.which have been adjusted to the HARN may be as much as 5 FX2431.decimeters. This will result in a significant loss of accuracy FX2431.over lines crossing such state borders. FX2431 FX2431 FX2431.The horizontal coordinates were established by classical geodetic methods FX2431.and adjusted by the National Geodetic Survey in January 1991. FX2431.No horizontal observational check was made to the station. FX2431 FX2431.The orthometric height was determined by differential leveling FX2431.and adjusted by the National Geodetic Survey in June 1991. FX2431 FX2431.The Laplace correction was computed from DEFLEC99 derived deflections. FX2431 FX2431.The geoid height was determined by GEOID03. FX2431 FX2431.The dynamic height is computed by dividing the NAVD 88 FX2431.geopotential number by the normal gravity value computed on the FX2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2431.degrees latitude (g = 980.6199 gals.). FX2431 FX2431.The modeled gravity was interpolated from observed gravity values. FX2431 FX2431; North East Units Scale Factor Converg. FX2431;SPC NC - 254,571.725 809,549.194 MT 0.99996346 +1 16 49.8 FX2431;SPC NC - 835,207.40 2,655,995.98 sFT 0.99996346 +1 16 49.8 FX2431;UTM 18 - 3,988,151.958 339,485.696 MT 0.99991747 -1 02 52.6 FX2431 FX2431! - Elev Factor x Scale Factor = Combined Factor FX2431!SPC NC - 1.00000468 x 0.99996346 = 0.99996814 FX2431!UTM 18 - 1.00000468 x 0.99991747 = 0.99992215 FX2431 FX2431 SUPERSEDED SURVEY CONTROL FX2431 FX2431 NGVD 29 (01/18/91) 6.89 (m) 22.6 (f) LEVELING 3 FX2431 FX2431.Superseded values are not recommended for survey control. FX2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2431.See file dsdata.txt to determine how the superseded data were derived. FX2431 FX2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3948688152(NAD 83) FX2431_MARKER: DB = BENCH MARK DISK FX2431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2431_SP_SET: STAINLESS STEEL ROD FX2431_STAMPING: V 211 1979 FX2431_PROJECTION: PROJECTING 8 CENTIMETERS FX2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2431_ROD/PIPE-DEPTH: 7.62 meters FX2431 FX2431 HISTORY - Date Condition Report By FX2431 HISTORY - 1979 MONUMENTED NGS FX2431 FX2431 STATION DESCRIPTION FX2431 FX2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2431'1.0 MI NW FROM MERRY HILL. FX2431'0.7 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF US FX2431'HIGHWAY 17 AT MIDWAY, ON WEST SIDE OF STATE HIGHWAY 45, ABOUT FX2431'150 FEET SOUTH OF CORNER OF WOODS AND ABOUT 250 FEET NORTH OF A FX2431'CREEK, 62.6 FEET WEST OF CENTERLINE OF HIGHWAY, 11.3 FEET WEST FX2431'OF NORTH END OF A V SHAPED DRAIN, 7.3 FEET NORTH OF A 12 INCH OAK FX2431'WITH REFERENCE TAG, 8.9 FEET EAST-NORTHEAST OF A 4 INCH HOLLY WITH FX2431'REFERENCE TAG AND 12.3 FEET SOUTHEAST OF A 24 INCH GUM WITH FX2431'REFERENCE TAG. THE DATUM POINT IS A STANDARD NATIONAL GEODETIC FX2431'SURVEY DISK SET FLUSH WITH GROUND SURFACE ACCESSIBLE THROUGH A FX2431'4 INCH PLASTIC SCREW PLUG. FX2431'THE MARK IS 1.0 FT W FROM A WITNESS POST. FX2431'THE MARK IS 1.0 FT BELOW CENTERLINE OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8506 *********************************************************************** AF8506 DESIGNATION - VACANT AF8506 PID - AF8506 AF8506 STATE/COUNTY- NC/BERTIE AF8506 USGS QUAD - KELFORD (1973) AF8506 AF8506 *CURRENT SURVEY CONTROL AF8506 ___________________________________________________________________ AF8506* NAD 83(1986)- 36 12 40.57612(N) 077 13 51.69590(W) ADJUSTED AF8506* NAVD 88 - 26.7 (meters) 88. (feet) VERT ANG AF8506 ___________________________________________________________________ AF8506 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AF8506 GEOID HEIGHT- -35.02 (meters) GEOID03 AF8506 AF8506 HORZ ORDER - SECOND AF8506 AF8506.The North Carolina HARNS have been completed but, AF8506.due to contractual restrictions, coordinates for these stations AF8506.will NOT be published in the near future. In the interim, the AF8506.published coordinates in North Carolina will not be AF8506.consistent with the Continuously Operating Reference Stations AF8506.(CORS). The HARN coordinates for these stations are available AF8506.upon request. Contact Gary Thompson(919-733-3836). AF8506. AF8506.In addition, the published North Carolina positions AF8506.(NAD 83 (1986)) are NOT consistent with those determined in AF8506.adjacent state readjustments. The discontinuity between stations AF8506.located in North Carolina and those in adjacent states AF8506.which have been adjusted to the HARN may be as much as 5 AF8506.decimeters. This will result in a significant loss of accuracy AF8506.over lines crossing such state borders. AF8506 AF8506 AF8506.The horizontal coordinates were established by classical geodetic methods AF8506.and adjusted by the National Geodetic Survey in June 1998. AF8506 AF8506.The orthometric height was determined by vertical angle observations. AF8506 AF8506.The Laplace correction was computed from DEFLEC99 derived deflections. AF8506 AF8506.The geoid height was determined by GEOID03. AF8506 AF8506; North East Units Scale Factor Converg. AF8506;SPC NC - 274,460.474 768,665.484 MT 1.00001275 +1 01 15.6 AF8506;SPC NC - 900,459.07 2,521,863.34 sFT 1.00001275 +1 01 15.6 AF8506;UTM 18 - 4,009,689.348 299,445.128 MT 1.00009561 -1 19 06.4 AF8506 AF8506! - Elev Factor x Scale Factor = Combined Factor AF8506!SPC NC - 1.00000131 x 1.00001275 = 1.00001406 AF8506!UTM 18 - 1.00000131 x 1.00009561 = 1.00009692 AF8506 AF8506 SUPERSEDED SURVEY CONTROL AF8506 AF8506.No superseded survey control is available for this station. AF8506 AF8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9944509689(NAD 83) AF8506_MARKER: DH = HORIZONTAL CONTROL DISK AF8506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8506_STAMPING: VACANT 1987 AF8506_MARK LOGO: NCGS AF8506_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8506+STABILITY: SURFACE MOTION AF8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8506+SATELLITE: SATELLITE OBSERVATIONS - 1987 AF8506 AF8506 HISTORY - Date Condition Report By AF8506 HISTORY - 1987 MONUMENTED NCGS AF8506 AF8506 STATION DESCRIPTION AF8506 AF8506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AF8506'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHEAST OF ROXOBEL. PROCEED AF8506'ALONG SR 1208 (CHURCH STREET) FOR 0.65 MI (1.05 KM) EAST FROM NC 308 AF8506'(MAIN STREET), THENCE NORTHEAST FOR 0.45 MI (0.72 KM) ALONG SR 1249 AF8506'(TYLER SCHOOL ROAD), IN THE NORTHWEST SHOULDER OF THE ROAD. MARK IS AF8506'RECESSED 4 INCHES BELOW THE GROUND AND LEVEL WITH THE ROAD. LOCATED AF8506'14.0 FT (4.3 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 201.0 FT AF8506'(61.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD AT A LONG AF8506'UNPAVED DRIVEWAY LEADING SOUTHEAST, 141.8 FT (43.2 M) SOUTHWEST OF THE AF8506'SOUTHWEST END OF FIELD ROAD CULVERT LEADING TO A TIN BARN, 253.0 FT AF8506'(77.1 M) SOUTH-SOUTHWEST OF THE WEST CORNER OF A HOUSE, AND 81.5 FT AF8506'(24.8 M) NORTHWEST OF AN 18-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1982 *********************************************************************** EY1982 DESIGNATION - VAN EY1982 PID - EY1982 EY1982 STATE/COUNTY- NC/BERTIE EY1982 USGS QUAD - WESTOVER (1978) EY1982 EY1982 *CURRENT SURVEY CONTROL EY1982 ___________________________________________________________________ EY1982* NAD 83(1986)- 35 55 28.38805(N) 076 44 03.57187(W) ADJUSTED EY1982* NAVD 88 - 5.590 (meters) 18.34 (feet) ADJUSTED EY1982 ___________________________________________________________________ EY1982 LAPLACE CORR- -3.28 (seconds) DEFLEC99 EY1982 GEOID HEIGHT- -36.59 (meters) GEOID03 EY1982 DYNAMIC HT - 5.585 (meters) 18.32 (feet) COMP EY1982 MODELED GRAV- 979,801.7 (mgal) NAVD 88 EY1982 EY1982 HORZ ORDER - SECOND EY1982 VERT ORDER - SECOND CLASS II EY1982 EY1982.The North Carolina HARNS have been completed but, EY1982.due to contractual restrictions, coordinates for these stations EY1982.will NOT be published in the near future. In the interim, the EY1982.published coordinates in North Carolina will not be EY1982.consistent with the Continuously Operating Reference Stations EY1982.(CORS). The HARN coordinates for these stations are available EY1982.upon request. Contact Gary Thompson(919-733-3836). EY1982. EY1982.In addition, the published North Carolina positions EY1982.(NAD 83 (1986)) are NOT consistent with those determined in EY1982.adjacent state readjustments. The discontinuity between stations EY1982.located in North Carolina and those in adjacent states EY1982.which have been adjusted to the HARN may be as much as 5 EY1982.decimeters. This will result in a significant loss of accuracy EY1982.over lines crossing such state borders. EY1982 EY1982 EY1982.The horizontal coordinates were established by classical geodetic methods EY1982.and adjusted by the National Geodetic Survey in January 1991. EY1982 EY1982.The orthometric height was determined by differential leveling EY1982.and adjusted by the National Geodetic Survey in June 1991. EY1982 EY1982.The Laplace correction was computed from DEFLEC99 derived deflections. EY1982 EY1982.The geoid height was determined by GEOID03. EY1982 EY1982.The dynamic height is computed by dividing the NAVD 88 EY1982.geopotential number by the normal gravity value computed on the EY1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1982.degrees latitude (g = 980.6199 gals.). EY1982 EY1982.The modeled gravity was interpolated from observed gravity values. EY1982 EY1982; North East Units Scale Factor Converg. EY1982;SPC NC - 243,562.753 814,047.461 MT 0.99994142 +1 18 27.6 EY1982;SPC NC - 799,088.80 2,670,754.04 sFT 0.99994142 +1 18 27.6 EY1982;UTM 18 - 3,976,969.905 343,533.101 MT 0.99990167 -1 01 04.0 EY1982 EY1982! - Elev Factor x Scale Factor = Combined Factor EY1982!SPC NC - 1.00000487 x 0.99994142 = 0.99994629 EY1982!UTM 18 - 1.00000487 x 0.99990167 = 0.99990654 EY1982 EY1982 SUPERSEDED SURVEY CONTROL EY1982 EY1982 NGVD 29 (01/18/91) 5.92 (m) 19.4 (f) LEVELING 3 EY1982 EY1982.Superseded values are not recommended for survey control. EY1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1982.See file dsdata.txt to determine how the superseded data were derived. EY1982 EY1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4353376970(NAD 83) EY1982_MARKER: DE = TRAVERSE STATION DISK EY1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1982_SP_SET: CONCRETE POST EY1982_STAMPING: VAN 1981 EY1982_MARK LOGO: NCGS EY1982_PROJECTION: RECESSED 13 CENTIMETERS EY1982_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1982+STABILITY: SURFACE MOTION EY1982 EY1982 HISTORY - Date Condition Report By EY1982 HISTORY - 1981 MONUMENTED NCGS EY1982 HISTORY - 1981 GOOD NCGS EY1982 EY1982 STATION DESCRIPTION EY1982 EY1982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1982'STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTH OF PLYMOUTH AND 6.3 EY1982'MILES SOUTH-SOUTHEAST OF MERRY HILL. EY1982' EY1982'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH US 64, EAST OF EY1982'PLYMOUTH, PROCEED NORTHERLY ALONG NC 45 FOR 4.35 MILES TO STATION ON EY1982'THE LEFT AT THE NORTHWEST END OF THE BRIDGE OVER THE ROANOKE RIVER. EY1982' EY1982'STATION MARK IS A STANDARD DISK STAMPED---VAN 1981---SET IN THE TOP EY1982'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND EY1982'SURFACE. MARK IS 16.1 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, EY1982'6.5 FEET NORTHEAST OF NORTH END OF METAL GUARD RAIL, 126.0 FEET NORTH EY1982'NORTHWEST OF NORTHWEST END OF BRIDGE RAIL AND 48.6 FEET SOUTHEAST OF EY1982'METAL--NO PARKING--SIGN POST. EY1982' EY1982'D 212 IS LOCATED AT THE NORTHWEST END OF THE NC 45 BRIDGE OVER THE EY1982'ROANOKE RIVER. EY1982' EY1982'D 212 IS A STEEL KNOB ON A STAINLESS STEEL ROD BELOW A STANDARD NGS EY1982'LOBO FLANGE WITH ACESS COVER STAMPED---D 212 1979---WHICH IS FLUSH EY1982'WITH GROUND SURFACE. IT IS 17.4 FEET NORTHEAST OF THE CENTERLINE OF EY1982'NC 45, 2.1 FEET NORTH OF END OF GUARD RAIL POST, 3.0 FEET NORTH OF EY1982'NORTHEAST BRIDGE ABUTMENT, 3.9 FEET SOUTH-SOUTHEAST OF NORTH END OF EY1982'CURB, 5.4 FEET WEST OF EAST END OF WINGWALL AND 1.0 FOOT SOUTHWEST OF EY1982'WITNESS POST. EY1982 EY1982 STATION RECOVERY (1981) EY1982 EY1982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY1982'6.3 MI SSE FROM MERRY HILL. EY1982'4.6 MILES NORTH OF PLYMOUTH. EY1982'4.35 MILES NORTHERLY ALONG NC 45 FROM INTERSECTION OF NC 45 WITH US 64 EY1982'EAST OF PLYMOUTH, ON THE LEFT AT THE NORTHWEST END OF THE BRIDGE OVER EY1982'THE ROANOKE RIVER, 16.1 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 6.5 EY1982'FEET NORTHEAST OF NORTH END OF METAL GUARD RAIL, 126.0 FEET EY1982'NORTH-NORTHWEST OF NORTHWEST END OF BRIDGE RAIL AND 48.6 FEET EY1982'SOUTHEAST OF METAL NO PARKING SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2798 *********************************************************************** FX2798 DESIGNATION - VILLE FX2798 PID - FX2798 FX2798 STATE/COUNTY- NC/BERTIE FX2798 USGS QUAD - WINDSOR NORTH (1981) FX2798 FX2798 *CURRENT SURVEY CONTROL FX2798 ___________________________________________________________________ FX2798* NAD 83(1986)- 36 06 26.82927(N) 076 56 02.06633(W) ADJUSTED FX2798* NAVD 88 - 18.427 (meters) 60.46 (feet) ADJUSTED FX2798 ___________________________________________________________________ FX2798 LAPLACE CORR- -5.08 (seconds) DEFLEC99 FX2798 GEOID HEIGHT- -35.80 (meters) GEOID03 FX2798 DYNAMIC HT - 18.412 (meters) 60.41 (feet) COMP FX2798 MODELED GRAV- 979,829.9 (mgal) NAVD 88 FX2798 FX2798 HORZ ORDER - SECOND FX2798 VERT ORDER - SECOND CLASS II FX2798 FX2798.The North Carolina HARNS have been completed but, FX2798.due to contractual restrictions, coordinates for these stations FX2798.will NOT be published in the near future. In the interim, the FX2798.published coordinates in North Carolina will not be FX2798.consistent with the Continuously Operating Reference Stations FX2798.(CORS). The HARN coordinates for these stations are available FX2798.upon request. Contact Gary Thompson(919-733-3836). FX2798. FX2798.In addition, the published North Carolina positions FX2798.(NAD 83 (1986)) are NOT consistent with those determined in FX2798.adjacent state readjustments. The discontinuity between stations FX2798.located in North Carolina and those in adjacent states FX2798.which have been adjusted to the HARN may be as much as 5 FX2798.decimeters. This will result in a significant loss of accuracy FX2798.over lines crossing such state borders. FX2798 FX2798 FX2798.The horizontal coordinates were established by classical geodetic methods FX2798.and adjusted by the National Geodetic Survey in January 1991. FX2798 FX2798.The orthometric height was determined by differential leveling FX2798.and adjusted by the National Geodetic Survey in June 1991. FX2798 FX2798.The Laplace correction was computed from DEFLEC99 derived deflections. FX2798 FX2798.The geoid height was determined by GEOID03. FX2798 FX2798.The dynamic height is computed by dividing the NAVD 88 FX2798.geopotential number by the normal gravity value computed on the FX2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2798.degrees latitude (g = 980.6199 gals.). FX2798 FX2798.The modeled gravity was interpolated from observed gravity values. FX2798 FX2798; North East Units Scale Factor Converg. FX2798;SPC NC - 263,459.141 795,618.311 MT 0.99998401 +1 11 33.0 FX2798;SPC NC - 864,365.53 2,610,291.08 sFT 0.99998401 +1 11 33.0 FX2798;UTM 18 - 3,997,598.212 325,928.101 MT 0.99997337 -1 08 23.8 FX2798 FX2798! - Elev Factor x Scale Factor = Combined Factor FX2798!SPC NC - 1.00000273 x 0.99998401 = 0.99998674 FX2798!UTM 18 - 1.00000273 x 0.99997337 = 0.99997610 FX2798 FX2798 SUPERSEDED SURVEY CONTROL FX2798 FX2798 NGVD 29 (01/18/91) 18.80 (m) 61.7 (f) LEVELING 3 FX2798 FX2798.Superseded values are not recommended for survey control. FX2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2798.See file dsdata.txt to determine how the superseded data were derived. FX2798 FX2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2592897598(NAD 83) FX2798_MARKER: DE = TRAVERSE STATION DISK FX2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2798_SP_SET: CONCRETE POST FX2798_STAMPING: VILLE 1980 FX2798_MARK LOGO: NCGS FX2798_PROJECTION: RECESSED 3 CENTIMETERS FX2798_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2798+STABILITY: SURFACE MOTION FX2798 FX2798 HISTORY - Date Condition Report By FX2798 HISTORY - 1980 MONUMENTED NCGS FX2798 HISTORY - 1980 GOOD NCGS FX2798 FX2798 STATION DESCRIPTION FX2798 FX2798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2798'STATION IS LOCATED AT THE EAST SIDE OF ASKEWVILLE AND APPROXIMATELY FX2798'7.7 MILES NORTH OF WINDSOR. FX2798' FX2798'TO REACH THE STATION FROM THE INTERSECTION OF SR 1304 WITH SR 1349 IN FX2798'ASKEWVILLE, PROCEED SOUTHEAST ALONG SR 1304 FOR 0.65 MILE TO STATION FX2798'ON THE RIGHT AT THE EAST CORNER OF THE YARD OF A BRICK HOUSE. FX2798' FX2798'STATION MARK IS A STANDARD DISK STAMPED---VILLE 1980---SET IN THE TOP FX2798'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE FX2798'AND 2 FEET ABOVE ROAD. MARK IS 31.0 FEET SOUTHWEST OF CENTERLINE OF FX2798'SR 1304, 20.7 FEET SOUTH OF SOUTHEAST END OF CULVERT, 6.8 FEET FX2798'SOUTHEAST OF PROJECTION OF THE SOUTHEAST SIDE OF A WHITE SHINGLE FX2798'HOUSE, 88.2 FEET EAST OF NORTH CORNER OF BRICK HOUSE AND 118.0 FEET FX2798'SOUTHEAST OF POST WITH TELEPHONE EQUIPMENT WITH REFERENCE TAG. FX2798 FX2798 STATION RECOVERY (1980) FX2798 FX2798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2798'IN ASKEWVILLE. FX2798'7.7 MILES NORTH OF WINDSOR AT THE EAST SIDE OF ASKEWVILLE. FX2798'0.65 MILE SOUTHEAST ALONG SR 1304 FROM INTERSECTION WITH SR 1349 IN FX2798'ASKEWVILLE, ON THE RIGHT AT THE EAST CORNER OF THE YARD OF A BRICK FX2798'HOUSE, 31.0 FEET SOUTHWEST OF CENTERLINE OF SR 1304, 20.7 FEET SOUTH FX2798'OF SOUTHEAST END OF CULVERT, 6.8 FEET SOUTHEAST OF PROJECTION OF THE FX2798'SOUTHEAST SIDE OF A WHITE SHINGLE HOUSE, 88.2 FEET EAST OF NORTH FX2798'CORNER OF BRICK HOUSE AND 118.0 FEET SOUTHEAST OF POST WITH TELEPHONE FX2798'EQUIPMENT WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2809 *********************************************************************** FX2809 DESIGNATION - VOLTAGE FX2809 PID - FX2809 FX2809 STATE/COUNTY- NC/BERTIE FX2809 USGS QUAD - WINDSOR NORTH (1981) FX2809 FX2809 *CURRENT SURVEY CONTROL FX2809 ___________________________________________________________________ FX2809* NAD 83(1986)- 36 04 30.84209(N) 076 58 26.75153(W) ADJUSTED FX2809* NAVD 88 - 8.313 (meters) 27.27 (feet) ADJUSTED FX2809 ___________________________________________________________________ FX2809 LAPLACE CORR- -4.72 (seconds) DEFLEC99 FX2809 GEOID HEIGHT- -35.74 (meters) GEOID03 FX2809 DYNAMIC HT - 8.307 (meters) 27.25 (feet) COMP FX2809 MODELED GRAV- 979,831.1 (mgal) NAVD 88 FX2809 FX2809 HORZ ORDER - SECOND FX2809 VERT ORDER - SECOND CLASS II FX2809 FX2809.The North Carolina HARNS have been completed but, FX2809.due to contractual restrictions, coordinates for these stations FX2809.will NOT be published in the near future. In the interim, the FX2809.published coordinates in North Carolina will not be FX2809.consistent with the Continuously Operating Reference Stations FX2809.(CORS). The HARN coordinates for these stations are available FX2809.upon request. Contact Gary Thompson(919-733-3836). FX2809. FX2809.In addition, the published North Carolina positions FX2809.(NAD 83 (1986)) are NOT consistent with those determined in FX2809.adjacent state readjustments. The discontinuity between stations FX2809.located in North Carolina and those in adjacent states FX2809.which have been adjusted to the HARN may be as much as 5 FX2809.decimeters. This will result in a significant loss of accuracy FX2809.over lines crossing such state borders. FX2809 FX2809 FX2809.The horizontal coordinates were established by classical geodetic methods FX2809.and adjusted by the National Geodetic Survey in January 1991. FX2809 FX2809.The orthometric height was determined by differential leveling FX2809.and adjusted by the National Geodetic Survey in June 1991. FX2809 FX2809.The Laplace correction was computed from DEFLEC99 derived deflections. FX2809 FX2809.The geoid height was determined by GEOID03. FX2809 FX2809.The dynamic height is computed by dividing the NAVD 88 FX2809.geopotential number by the normal gravity value computed on the FX2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2809.degrees latitude (g = 980.6199 gals.). FX2809 FX2809.The modeled gravity was interpolated from observed gravity values. FX2809 FX2809; North East Units Scale Factor Converg. FX2809;SPC NC - 259,810.374 792,073.304 MT 0.99997576 +1 10 09.4 FX2809;SPC NC - 852,394.54 2,598,660.50 sFT 0.99997576 +1 10 09.4 FX2809;UTM 18 - 3,994,096.722 322,237.542 MT 0.99998937 -1 09 45.9 FX2809 FX2809! - Elev Factor x Scale Factor = Combined Factor FX2809!SPC NC - 1.00000430 x 0.99997576 = 0.99998006 FX2809!UTM 18 - 1.00000430 x 0.99998937 = 0.99999367 FX2809 FX2809 SUPERSEDED SURVEY CONTROL FX2809 FX2809 NGVD 29 (01/18/91) 8.67 (m) 28.4 (f) LEVELING 3 FX2809 FX2809.Superseded values are not recommended for survey control. FX2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2809.See file dsdata.txt to determine how the superseded data were derived. FX2809 FX2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2223894097(NAD 83) FX2809_MARKER: DE = TRAVERSE STATION DISK FX2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2809_SP_SET: CONCRETE POST FX2809_STAMPING: VOLTAGE 1980 FX2809_MARK LOGO: NCGS FX2809_PROJECTION: RECESSED 3 CENTIMETERS FX2809_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2809+STABILITY: SURFACE MOTION FX2809 FX2809 HISTORY - Date Condition Report By FX2809 HISTORY - 1980 MONUMENTED NCGS FX2809 HISTORY - 1980 GOOD NCGS FX2809 HISTORY - 1985 GOOD USPSQD FX2809 HISTORY - 19950821 GOOD USPSQD FX2809 FX2809 STATION DESCRIPTION FX2809 FX2809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2809'STATION IS LOCATED APPROXIMATELY 5.6 MILES NORTH-NORTHWEST OF WINDSOR FX2809'AND 3.2 MILES SOUTHWEST OF ASKEWVILLE. FX2809' FX2809'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2809'WINDSOR AND AHOSKIE, PROCEED SOUTHERLY ALONG US 13 FOR 0.45 MILES TO FX2809'STATION ON THE LEFT AT THE CROSSING OF A TRANSMISSION LINE AND 1.0 FX2809'MILE NORTH OF SR 1349. FX2809' FX2809'STATION MARK IS A STANDARD DISK STAMPED---VOLTAGE 1980---SET IN THE FX2809'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND FX2809'SURFACE AND 1 FOOT ABOVE HIGHWAY. MARK IS 42.6 FEET EAST OF THE FX2809'CENTERLINE OF US 13 AND 150.0 FEET WEST OF POWER POLE 40A, 60.8 FEET FX2809'SOUTHWEST OF POWER POLE 139/1353 AND 127.0 FEET SOUTH OF 18 INCH PINE FX2809'ALL WITH REFERENCE TAGS. FX2809 FX2809 STATION RECOVERY (1980) FX2809 FX2809'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2809'3.2 MI SW FROM ASKEWVILLE. FX2809'5.6 MILES NORTH-NORTHWEST OF WINDSOR. FX2809'0.45 MILE SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2809'WINDSOR AND AHOSKIE, ON THE LEFT AT THE CROSSING OF A TRANSMISSION FX2809'LINE AND 1.0 MILE NORTH OF SR 1349, 42.6 FEET EAST OF CENTERLINE OF FX2809'US 13 AND 15.0 FEET WEST OF POWER POLE 40A, 60.8 FEET SOUTHWEST OF FX2809'POWER POLE 139/1353 AND 127.0 FEET SOUTH OF 18 INCH PINE ALL WITH FX2809'REFERENCE TAGS. FX2809 FX2809 STATION RECOVERY (1985) FX2809 FX2809'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2809'RECOVERED IN GOOD CONDITION. FX2809 FX2809 STATION RECOVERY (1995) FX2809 FX2809'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2809'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2432 *********************************************************************** FX2432 DESIGNATION - W 211 FX2432 PID - FX2432 FX2432 STATE/COUNTY- NC/BERTIE FX2432 USGS QUAD - MERRY HILL (1982) FX2432 FX2432 *CURRENT SURVEY CONTROL FX2432 ___________________________________________________________________ FX2432* NAD 83(1986)- 36 00 43.46031(N) 076 46 37.36811(W) ADJUSTED FX2432* NAVD 88 - 8.375 (meters) 27.48 (feet) ADJUSTED FX2432 ___________________________________________________________________ FX2432 LAPLACE CORR- -4.08 (seconds) DEFLEC99 FX2432 GEOID HEIGHT- -36.40 (meters) GEOID03 FX2432 DYNAMIC HT - 8.368 (meters) 27.45 (feet) COMP FX2432 MODELED GRAV- 979,802.2 (mgal) NAVD 88 FX2432 FX2432 HORZ ORDER - SECOND FX2432 VERT ORDER - FIRST CLASS II FX2432 FX2432.The North Carolina HARNS have been completed but, FX2432.due to contractual restrictions, coordinates for these stations FX2432.will NOT be published in the near future. In the interim, the FX2432.published coordinates in North Carolina will not be FX2432.consistent with the Continuously Operating Reference Stations FX2432.(CORS). The HARN coordinates for these stations are available FX2432.upon request. Contact Gary Thompson(919-733-3836). FX2432. FX2432.In addition, the published North Carolina positions FX2432.(NAD 83 (1986)) are NOT consistent with those determined in FX2432.adjacent state readjustments. The discontinuity between stations FX2432.located in North Carolina and those in adjacent states FX2432.which have been adjusted to the HARN may be as much as 5 FX2432.decimeters. This will result in a significant loss of accuracy FX2432.over lines crossing such state borders. FX2432 FX2432 FX2432.The horizontal coordinates were established by classical geodetic methods FX2432.and adjusted by the National Geodetic Survey in January 1991. FX2432.No horizontal observational check was made to the station. FX2432 FX2432.The orthometric height was determined by differential leveling FX2432.and adjusted by the National Geodetic Survey in June 1991. FX2432 FX2432.The Laplace correction was computed from DEFLEC99 derived deflections. FX2432 FX2432.The geoid height was determined by GEOID03. FX2432 FX2432.The dynamic height is computed by dividing the NAVD 88 FX2432.geopotential number by the normal gravity value computed on the FX2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2432.degrees latitude (g = 980.6199 gals.). FX2432 FX2432.The modeled gravity was interpolated from observed gravity values. FX2432 FX2432; North East Units Scale Factor Converg. FX2432;SPC NC - 253,183.775 809,975.677 MT 0.99996052 +1 16 58.9 FX2432;SPC NC - 830,653.77 2,657,395.20 sFT 0.99996052 +1 16 58.9 FX2432;UTM 18 - 3,986,747.891 339,855.425 MT 0.99991601 -1 02 42.2 FX2432 FX2432! - Elev Factor x Scale Factor = Combined Factor FX2432!SPC NC - 1.00000440 x 0.99996052 = 0.99996492 FX2432!UTM 18 - 1.00000440 x 0.99991601 = 0.99992041 FX2432 FX2432 SUPERSEDED SURVEY CONTROL FX2432 FX2432 NGVD 29 (01/18/91) 8.70 (m) 28.5 (f) LEVELING 3 FX2432 FX2432.Superseded values are not recommended for survey control. FX2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2432.See file dsdata.txt to determine how the superseded data were derived. FX2432 FX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3985586748(NAD 83) FX2432_MARKER: DB = BENCH MARK DISK FX2432_SETTING: 0 = UNSPECIFIED SETTING FX2432_SP_SET: STAINLESS STEEL ROD FX2432_STAMPING: W 211 1979 FX2432_MARK LOGO: NGS FX2432_PROJECTION: PROJECTING 8 CENTIMETERS FX2432_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2432+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997 FX2432_ROD/PIPE-DEPTH: 8.84 meters FX2432 FX2432 HISTORY - Date Condition Report By FX2432 HISTORY - 1979 MONUMENTED NCGS FX2432 HISTORY - 1980 GOOD NCGS FX2432 HISTORY - 19970224 GOOD NCGS FX2432 FX2432 STATION DESCRIPTION FX2432 FX2432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 FX2432'0.3 MI WEST FROM MERRY HILL. FX2432'0.3 MILE WEST ALONG SECONDARY ROUTE 1502 FROM MERRY HILL, AND FX2432'APPROXIMATELY 215 FEET NORTH-NORTHWEST OF INTERSECTION OF SECONDARY FX2432'ROUTE 1502 AND STATE HIGHWAY 45, 54.3 FEET WEST OF CENTERLINE OF FX2432'HIGHWAY, 207.1 FEET NORTH OF CENTERLINE OF ROAD, 2.1 FEET WEST FX2432'OF POWER POLE NO. 1195 AND 19.9 FEET NORTH OF GUY WIRE BASE. THE FX2432'DATUM POINT IS A STANDARD NATIONAL GEODETIC SURVEY DISK FLUSH WITH FX2432'THE GROUND SURFACE ACCESSIBLE THROUGH A 4 INCH PLASTIC SCREW PLUG. FX2432'THE MARK IS 1.0 FT W FROM A WITNESS POST. FX2432'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2432 FX2432 STATION RECOVERY (1980) FX2432 FX2432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2432'RECOVERED IN GOOD CONDITION. FX2432 FX2432 STATION RECOVERY (1997) FX2432 FX2432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) FX2432'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING FX2432'ADDITION.$THE STATION IS STAMPED---W 211 1979---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3980 *********************************************************************** EY3980 DESIGNATION - WALNUT 2 EY3980 PID - EY3980 EY3980 STATE/COUNTY- NC/BERTIE EY3980 USGS QUAD - WESTOVER (1978) EY3980 EY3980 *CURRENT SURVEY CONTROL EY3980 ___________________________________________________________________ EY3980* NAD 83(1986)- 35 58 59.29815(N) 076 42 04.03018(W) ADJUSTED EY3980* NAVD 88 - 6. (meters) 20. (feet) SCALED EY3980 ___________________________________________________________________ EY3980 LAPLACE CORR- -3.05 (seconds) DEFLEC99 EY3980 GEOID HEIGHT- -36.58 (meters) GEOID03 EY3980 EY3980 HORZ ORDER - THIRD EY3980 EY3980.The North Carolina HARNS have been completed but, EY3980.due to contractual restrictions, coordinates for these stations EY3980.will NOT be published in the near future. In the interim, the EY3980.published coordinates in North Carolina will not be EY3980.consistent with the Continuously Operating Reference Stations EY3980.(CORS). The HARN coordinates for these stations are available EY3980.upon request. Contact Gary Thompson(919-733-3836). EY3980. EY3980.In addition, the published North Carolina positions EY3980.(NAD 83 (1986)) are NOT consistent with those determined in EY3980.adjacent state readjustments. The discontinuity between stations EY3980.located in North Carolina and those in adjacent states EY3980.which have been adjusted to the HARN may be as much as 5 EY3980.decimeters. This will result in a significant loss of accuracy EY3980.over lines crossing such state borders. EY3980 EY3980 EY3980.The horizontal coordinates were established by classical geodetic methods EY3980.and adjusted by the National Geodetic Survey in July 1986. EY3980.No horizontal observational check was made to the station. EY3980 EY3980.The orthometric height was scaled from a topographic map. EY3980 EY3980.The Laplace correction was computed from DEFLEC99 derived deflections. EY3980 EY3980.The geoid height was determined by GEOID03. EY3980 EY3980; North East Units Scale Factor Converg. EY3980;SPC NC - 250,130.168 816,892.802 MT 0.99995394 +1 19 36.6 EY3980;SPC NC - 820,635.39 2,680,089.13 sFT 0.99995394 +1 19 36.6 EY3980;UTM 18 - 3,983,416.096 346,642.476 MT 0.99988980 -0 59 58.9 EY3980 EY3980! - Elev Factor x Scale Factor = Combined Factor EY3980!SPC NC - 1.00000485 x 0.99995394 = 0.99995879 EY3980!UTM 18 - 1.00000485 x 0.99988980 = 0.99989465 EY3980 EY3980 SUPERSEDED SURVEY CONTROL EY3980 EY3980 NAD 27 - 35 58 58.71864(N) 076 42 05.22930(W) AD( ) 3 EY3980 EY3980.Superseded values are not recommended for survey control. EY3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3980.See file dsdata.txt to determine how the superseded data were derived. EY3980 EY3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4664283416(NAD 83) EY3980_MARKER: DH = HORIZONTAL CONTROL DISK EY3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3980_STAMPING: WALNUT 2 1966 EY3980_MARK LOGO: NGS EY3980_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3980+STABILITY: SURFACE MOTION EY3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY3980+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1997 EY3980 EY3980 HISTORY - Date Condition Report By EY3980 HISTORY - 1966 MONUMENTED NGS EY3980 HISTORY - 19970917 GOOD NCGS EY3980 EY3980 STATION DESCRIPTION EY3980 EY3980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 (JCB) EY3980'STATION IS LOCATED ABOUT 9 MILES NORTH NORTHEAST OF PLYMOUTH, 8 EY3980'MILES SOUTHWEST OF EDENTON AND 1-1/4 MILES WEST OF THE WEST END EY3980'OF ALBEMARLE SOUND. STATION IS 26 FEET SOUTHWEST OF THE EY3980'APPROXIMATE CENTERLINE OF DIRT ROAD LEADING TO ALBEMARLE SOUND EY3980'AND 5 FEET SOUTHEAST OF THE RIGHT OF WAY OF SECONDARY STATE EY3980'ROAD 1511. THE MARK IS IN THE NORTH CORNER OF A CULTIVATED EY3980'FIELD, ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS EY3980'STAMPED WALNUT 2 1966. EY3980' EY3980'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE EY3980'ROUTE 45 AT MIDWAY, BETWEEN WINDSOR AND EDENTON, GO SOUTHERLY EY3980'ON STATE ROUTE 45 FOR 1.9 MILES TO CROSSROADS IN MERRY HILL. TURN EY3980'LEFT AND GO EASTERLY ON STATE ROUTE 1502 FOR 3.9 MILES TO A SIDE EY3980'ROAD RIGHT. TURN RIGHT AND GO SOUTHEASTERLY ON SECONDARY STATE EY3980'ROAD 1511 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AS EY3980'DESCRIBED. CONTINUE FOR 0.35 MILE TO POINT WHERE MAIN ROAD EY3980'TURNS RIGHT AND STATION AS DESCRIBED. EY3980' EY3980'REFERENCE MARK NO. 3 IS 11 FEET SOUTHWEST OF THE APPROXIMATE EY3980'CENTERLINE OF DIRT ROAD AND 1 FOOT NORTHWEST OF STEEL WITNESS EY3980'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EY3980'WALNUT 2 NO 3 1966. EY3980' EY3980'REFERENCE MARK NO. 4 IS 33 FEET NORTHEAST OF THE APPROXIMATE EY3980'CENTERLINE OF ROAD, 14 FEET SOUTHEAST OF UTILITY POLE H 238 4 AND EY3980'UNDER GUY WIRE ON POLE. THE MARK PROJECTS ABOUT 5 INCHES AND EY3980'AND THE DISK IS STAMPED WALNUT 2 NO 4 1966. EY3980' EY3980'AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE APPROXIMATE EY3980'CENTERLINE OF ROAD, 3 FEET SOUTHEAST OF TELEPHONE POLE AND EY3980'1 FOOT NORTHWEST OF STEEL WITNESS POST. THE MARK PROJECTS EY3980'ABOUT 4 INCHES AND THE DISK IS STAMPED WALNUT 1954. EY3980 EY3980 STATION RECOVERY (1997) EY3980 EY3980'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY3980'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EY3980'CORRECTIONS.$STATION IS A STANDARD NGS HORIZONTAL STATION DISK SET IN EY3980'TOP OF A ROUND CONCRETE MONUMENT. MARK IS ABOUT 1 FOOT (0.3 M) LOWER EY3980'THAN SR 1511, AND IS RECESSED 12 INCHES BELOW THE GROUND. LOCATED 54.8 EY3980'FT (16.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1511, 33 FT (10.1 EY3980'M) SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD, 22.3 FT (6.8 M) EY3980'SOUTHWEST OF THE SOUTHWESTERN METAL GATE POST, AND 93.0 FT (28.3 M) EY3980'SOUTH OF A POWER POLE (H23848) WITH TWO GUY WIRES AND REFERENCE EY3980'TAG.$REFERENCE MARK NO 3 WAS FOUND TO BE DESTROYED. THE MONUMENT WAS EY3980'BROKEN OFF AT THE TOP, AND THE DISK WAS NOT FOUND.$REFERENCE MARK NO 4 EY3980'WAS FOUND TO BE DESTROYED. THE MONUMENT AND STEM REMAINS, DISK WAS NOT EY3980'FOUND.$AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND, PROBABLY LOST TO EY3980'ROAD CONSTRUCTION, A NEW NCGS STATION---ENGLISH---WILL SERVE AS A NEW EY3980'AZIMUTH. NCGS STATION---ENGLISH---IS 0.4 MI (0.6 KM) SOUTHWEST OF EY3980'STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3977 *********************************************************************** EY3977 DESIGNATION - WEST POINT EY3977 PID - EY3977 EY3977 STATE/COUNTY- NC/BERTIE EY3977 USGS QUAD - WESTOVER (1978) EY3977 EY3977 *CURRENT SURVEY CONTROL EY3977 ___________________________________________________________________ EY3977* NAD 83(1986)- 35 59 43.61739(N) 076 40 58.25210(W) ADJUSTED EY3977* NAVD 88 - 5. (meters) 16. (feet) SCALED EY3977 ___________________________________________________________________ EY3977 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY3977 GEOID HEIGHT- -36.60 (meters) GEOID03 EY3977 EY3977 HORZ ORDER - THIRD EY3977 EY3977.The North Carolina HARNS have been completed but, EY3977.due to contractual restrictions, coordinates for these stations EY3977.will NOT be published in the near future. In the interim, the EY3977.published coordinates in North Carolina will not be EY3977.consistent with the Continuously Operating Reference Stations EY3977.(CORS). The HARN coordinates for these stations are available EY3977.upon request. Contact Gary Thompson(919-733-3836). EY3977. EY3977.In addition, the published North Carolina positions EY3977.(NAD 83 (1986)) are NOT consistent with those determined in EY3977.adjacent state readjustments. The discontinuity between stations EY3977.located in North Carolina and those in adjacent states EY3977.which have been adjusted to the HARN may be as much as 5 EY3977.decimeters. This will result in a significant loss of accuracy EY3977.over lines crossing such state borders. EY3977 EY3977 EY3977.The horizontal coordinates were established by classical geodetic methods EY3977.and adjusted by the National Geodetic Survey in July 1986. EY3977 EY3977.The orthometric height was scaled from a topographic map. EY3977 EY3977.The Laplace correction was computed from DEFLEC99 derived deflections. EY3977 EY3977.The geoid height was determined by GEOID03. EY3977 EY3977; North East Units Scale Factor Converg. EY3977;SPC NC - 251,534.043 818,508.194 MT 0.99995671 +1 20 14.6 EY3977;SPC NC - 825,241.27 2,685,388.97 sFT 0.99995671 +1 20 14.6 EY3977;UTM 18 - 3,984,753.145 348,313.411 MT 0.99988352 -0 59 21.2 EY3977 EY3977! - Elev Factor x Scale Factor = Combined Factor EY3977!SPC NC - 1.00000501 x 0.99995671 = 0.99996172 EY3977!UTM 18 - 1.00000501 x 0.99988352 = 0.99988853 EY3977 EY3977: Primary Azimuth Mark Grid Az EY3977:SPC NC - REEDY POINT 006 59 26.1 EY3977:UTM 18 - REEDY POINT 009 19 01.9 EY3977 EY3977|---------------------------------------------------------------------| EY3977| PID Reference Object Distance Geod. Az | EY3977| dddmmss.s | EY3977| FX3863 REEDY POINT APPROX. 5.3 KM 0081940.7 | EY3977|---------------------------------------------------------------------| EY3977 EY3977 SUPERSEDED SURVEY CONTROL EY3977 EY3977 NAD 27 - 35 59 43.05600(N) 076 40 59.46700(W) AD( ) 3 EY3977 EY3977.Superseded values are not recommended for survey control. EY3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3977.See file dsdata.txt to determine how the superseded data were derived. EY3977 EY3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4831384753(NAD 83) EY3977_MARKER: N = NAIL EY3977_SETTING: 0 = UNSPECIFIED SETTING EY3977_MARK LOGO: CGS EY3977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3977 EY3977 HISTORY - Date Condition Report By EY3977 HISTORY - 1874 MONUMENTED CGS EY3977 HISTORY - 1909 MARK NOT FOUND CGS EY3977 HISTORY - 1951 MARK NOT FOUND CGS EY3977 EY3977 STATION DESCRIPTION EY3977 EY3977'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH) EY3977'THIS STATION IS SITUATED ON A BLUFF ABOUT 20 FEET HIGH ON THE W EY3977'SIDE OF ALBERMARLE SOUND IN BERTIE COUNTY, NORTH CAROLINA. THE EY3977'LAND IS OWNED BY DR. CAPEHART, AND THE FIELD IN WHICH THE STATION EY3977'IS LOCATED IS PARTLY SURROUNDED (ON THE S AND W) BY A WOODED EY3977'MARSH. THE STATION IS MARKED BY A SCREW PILE 4 FEET LONG, WITH EY3977'CYPRESS STUB IN TOP, WITH A NAIL IN CENTER, SUNK 5-1/2 FEET EY3977'BENEATH THE SURFACE, OVER WHICH IS PLACED ANOTHER (SURFACE) EY3977'STUB 18 INCHES LONG, WITH CENTER SIMILARLY MARKED. EY3977' EY3977'THE FOLLOWING MEASUREMENTS WERE TAKEN-- EY3977' EY3977'FROM CENTER TO EDGE OF BANK, E BY N, 130 FEET, 4 INCHES. EY3977' EY3977'TO LARGE PINE TREE, BLAZED, SSW, 484 FEET. EY3977' EY3977'TO LARGE LOCUST TREE, NNW, 650 FEET. EY3977' EY3977'THE STATION IS 3/4 MILE SSE FROM BLACK WALNUT POINT. EY3977' EY3977'THE STATION WAS ESTABLISHED BY THE PARTY OF R. E. HALTER, EY3977'JANUARY 2, 1874. EY3977 EY3977 STATION RECOVERY (1909) EY3977 EY3977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB) EY3977'COULD NOT FIND THE MARKED TREES. REPRODUCED THE POSITION AS EY3977'CLOSELY AS POSSIBLE AND MADE A VERY THOROUGH SEARCH BUT COULD EY3977'FIND NOTHING. THE COMPUTED POSITION IS NOW ABOUT 56 FEET EY3977'W OF THE EDGE OF THE WATER BANK. EY3977 EY3977 STATION RECOVERY (1951) EY3977 EY3977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG) EY3977'1909 RECOVERY NOTE VERIFIED. NO TRACE OF STATION OR MARKED EY3977'TREES COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3888 *********************************************************************** FX3888 DESIGNATION - WHITE FX3888 PID - FX3888 FX3888 STATE/COUNTY- NC/BERTIE FX3888 USGS QUAD - COLERAIN (1982) FX3888 FX3888 *CURRENT SURVEY CONTROL FX3888 ___________________________________________________________________ FX3888* NAD 83(1986)- 36 08 09.86831(N) 076 51 56.36395(W) ADJUSTED FX3888* NAVD 88 - 20.01 (+/-2cm) 65.6 (feet) VERTCON FX3888 ___________________________________________________________________ FX3888 LAPLACE CORR- -5.46 (seconds) DEFLEC99 FX3888 GEOID HEIGHT- -35.97 (meters) GEOID03 FX3888 FX3888 HORZ ORDER - FIRST FX3888 VERT ORDER - THIRD ? (See Below) FX3888 FX3888.The North Carolina HARNS have been completed but, FX3888.due to contractual restrictions, coordinates for these stations FX3888.will NOT be published in the near future. In the interim, the FX3888.published coordinates in North Carolina will not be FX3888.consistent with the Continuously Operating Reference Stations FX3888.(CORS). The HARN coordinates for these stations are available FX3888.upon request. Contact Gary Thompson(919-733-3836). FX3888. FX3888.In addition, the published North Carolina positions FX3888.(NAD 83 (1986)) are NOT consistent with those determined in FX3888.adjacent state readjustments. The discontinuity between stations FX3888.located in North Carolina and those in adjacent states FX3888.which have been adjusted to the HARN may be as much as 5 FX3888.decimeters. This will result in a significant loss of accuracy FX3888.over lines crossing such state borders. FX3888 FX3888 FX3888.The horizontal coordinates were established by classical geodetic methods FX3888.and adjusted by the National Geodetic Survey in July 1986. FX3888 FX3888.The NAVD 88 height was computed by applying the VERTCON shift value to FX3888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX3888.The vertical order pertains to the NGVD 29 superseded value. FX3888 FX3888.The Laplace correction was computed from DEFLEC99 derived deflections. FX3888 FX3888.The geoid height was determined by GEOID03. FX3888 FX3888; North East Units Scale Factor Converg. FX3888;SPC NC - 266,764.300 801,693.933 MT 0.99999161 +1 13 54.8 FX3888;SPC NC - 875,209.21 2,630,224.18 sFT 0.99999161 +1 13 54.8 FX3888;UTM 18 - 4,000,653.292 332,133.027 MT 0.99994722 -1 06 01.6 FX3888 FX3888! - Elev Factor x Scale Factor = Combined Factor FX3888!SPC NC - 1.00000251 x 0.99999161 = 0.99999412 FX3888!UTM 18 - 1.00000251 x 0.99994722 = 0.99994973 FX3888 FX3888: Primary Azimuth Mark Grid Az FX3888:SPC NC - PERRY 070 50 23.3 FX3888:UTM 18 - PERRY 073 10 19.7 FX3888 FX3888|---------------------------------------------------------------------| FX3888| PID Reference Object Distance Geod. Az | FX3888| dddmmss.s | FX3888| FX5185 WHITE RM 1 44.830 METERS 04751 | FX3888| FX3885 PERRY APPROX. 6.4 KM 0720418.1 | FX3888| FX5186 WHITE RM 2 37.490 METERS 10606 | FX3888| FX5187 WHITE RM 3 2281804.5 | FX3888|---------------------------------------------------------------------| FX3888 FX3888 SUPERSEDED SURVEY CONTROL FX3888 FX3888 NAD 27 - 36 08 09.30100(N) 076 51 57.54100(W) AD( ) 1 FX3888 NGVD 29 (07/19/86) 20.35 (m) 66.8 (f) LEVELING 3 FX3888 FX3888.Superseded values are not recommended for survey control. FX3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3888.See file dsdata.txt to determine how the superseded data were derived. FX3888 FX3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3213300653(NAD 83) FX3888_MARKER: DS = TRIANGULATION STATION DISK FX3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3888 FX3888 HISTORY - Date Condition Report By FX3888 HISTORY - 1931 MONUMENTED CGS FX3888 HISTORY - 1954 GOOD CGS FX3888 FX3888 STATION DESCRIPTION FX3888 FX3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) FX3888'ABOUT 10-1/2 MILES NORTH-NORTHEAST OF WINDSOR, 3-1/2 MILES WEST OF FX3888'PERRYTOWN, ON LAND OWNED BY Z.L. MITCHELL WHO LIVES ONE-FOURTH FX3888'MILE SOUTH OF STATION, JUST NORTHEAST OF NEGRO SHACK, AND ABOUT 75 FX3888'METERS (246 FEET) SOUTH OF CENTER LINE OF EAST-AND-WEST ROAD. TO FX3888'REACH FROM WINDSOR, GO EAST ABOUT 5 MILES ON ROUTE 17, TURN LEFT FX3888'ONTO DIRT ROAD WHERE HIGHWAY TURNS TO RIGHT, AND FOLLOW MAIN DIRT FX3888'ROAD ABOUT 8 MILES TO LANE LEADING RIGHT INTO HOUSE JUST BEFORE FX3888'REACHING WHITES CROSSING. SURFACE AND UNDERGROUND MARKS ARE FX3888'STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS ARE FX3888'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS 44.83 FX3888'METERS (147.1 FEET) FROM STATION IN BEARING N 47 DEG 51 MIN E. NO. FX3888'2 IS 37.49 METERS (123.0 FEET) FROM STATION IN BEARING S 73 DEG 54 FX3888'MIN E. NO. 3 IS IN FRONT OF YELLOW HOUSE, IN NORTHEAST CORNER OF FX3888'YARD, 11 METERS (36 FEET) EAST OF EAST SIDE OF YARD GATE, 8 METERS FX3888'(26 FEET) SOUTH OF CENTER LINE OF DIRT ROAD, AND APPROXIMATELY 300 FX3888'METERS (984 FEET) FROM STATION IN BEARING S 48 DEG 18 MIN W. FX3888 FX3888 STATION RECOVERY (1954) FX3888 FX3888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LBO) FX3888'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD FX3888'CONDITION WITH THE EXCEPTION OF REFERENCE MARK 1. REFERENCE MARK FX3888'1 HAS BEEN REMOVED AND WAS FOUND IN A PILE OF STUMPS NEAR ITS FX3888'ORIGINAL LOCATION. DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2802 *********************************************************************** FX2802 DESIGNATION - WHITEOAK SWAMP FX2802 PID - FX2802 FX2802 STATE/COUNTY- NC/BERTIE FX2802 USGS QUAD - WINDSOR NORTH (1981) FX2802 FX2802 *CURRENT SURVEY CONTROL FX2802 ___________________________________________________________________ FX2802* NAD 83(1986)- 36 06 58.15013(N) 076 58 06.53159(W) ADJUSTED FX2802* NAVD 88 - 11.783 (meters) 38.66 (feet) ADJUSTED FX2802 ___________________________________________________________________ FX2802 LAPLACE CORR- -4.79 (seconds) DEFLEC99 FX2802 GEOID HEIGHT- -35.69 (meters) GEOID03 FX2802 DYNAMIC HT - 11.773 (meters) 38.63 (feet) COMP FX2802 MODELED GRAV- 979,833.8 (mgal) NAVD 88 FX2802 FX2802 HORZ ORDER - SECOND FX2802 VERT ORDER - SECOND CLASS II FX2802 FX2802.The North Carolina HARNS have been completed but, FX2802.due to contractual restrictions, coordinates for these stations FX2802.will NOT be published in the near future. In the interim, the FX2802.published coordinates in North Carolina will not be FX2802.consistent with the Continuously Operating Reference Stations FX2802.(CORS). The HARN coordinates for these stations are available FX2802.upon request. Contact Gary Thompson(919-733-3836). FX2802. FX2802.In addition, the published North Carolina positions FX2802.(NAD 83 (1986)) are NOT consistent with those determined in FX2802.adjacent state readjustments. The discontinuity between stations FX2802.located in North Carolina and those in adjacent states FX2802.which have been adjusted to the HARN may be as much as 5 FX2802.decimeters. This will result in a significant loss of accuracy FX2802.over lines crossing such state borders. FX2802 FX2802 FX2802.The horizontal coordinates were established by classical geodetic methods FX2802.and adjusted by the National Geodetic Survey in January 1991. FX2802 FX2802.The orthometric height was determined by differential leveling FX2802.and adjusted by the National Geodetic Survey in June 1991. FX2802 FX2802.The Laplace correction was computed from DEFLEC99 derived deflections. FX2802 FX2802.The geoid height was determined by GEOID03. FX2802 FX2802.The dynamic height is computed by dividing the NAVD 88 FX2802.geopotential number by the normal gravity value computed on the FX2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2802.degrees latitude (g = 980.6199 gals.). FX2802 FX2802.The modeled gravity was interpolated from observed gravity values. FX2802 FX2802; North East Units Scale Factor Converg. FX2802;SPC NC - 264,360.069 792,486.213 MT 0.99998629 +1 10 21.1 FX2802;SPC NC - 867,321.33 2,600,015.18 sFT 0.99998629 +1 10 21.1 FX2802;UTM 18 - 3,998,625.874 322,835.285 MT 0.99998675 -1 09 38.1 FX2802 FX2802! - Elev Factor x Scale Factor = Combined Factor FX2802!SPC NC - 1.00000375 x 0.99998629 = 0.99999004 FX2802!UTM 18 - 1.00000375 x 0.99998675 = 0.99999050 FX2802 FX2802 SUPERSEDED SURVEY CONTROL FX2802 FX2802 NGVD 29 (01/18/91) 12.16 (m) 39.9 (f) LEVELING 3 FX2802 FX2802.Superseded values are not recommended for survey control. FX2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2802.See file dsdata.txt to determine how the superseded data were derived. FX2802 FX2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2283598626(NAD 83) FX2802_MARKER: DE = TRAVERSE STATION DISK FX2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2802_SP_SET: CONCRETE POST FX2802_STAMPING: WHITEOAK SWAMP 1980 FX2802_MARK LOGO: NCGS FX2802_PROJECTION: RECESSED 15 CENTIMETERS FX2802_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2802+STABILITY: SURFACE MOTION FX2802 FX2802 HISTORY - Date Condition Report By FX2802 HISTORY - 1980 MONUMENTED NCGS FX2802 HISTORY - 1980 GOOD NCGS FX2802 HISTORY - 1985 GOOD USPSQD FX2802 HISTORY - 19950821 GOOD USPSQD FX2802 FX2802 STATION DESCRIPTION FX2802 FX2802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2802'STATION IS LOCATED APPROXIMATELY 8.4 MILES NORTH OF WINDSOR AND 1.7 FX2802'MILES WEST-NORTHWEST OF ASKEWVILLE. FX2802' FX2802'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2802'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 2.5 MILES TO FX2802'STATION IN THE LEFT SHOULDER, NEAR THE NORTHEAST CORNER OF THE YARD FX2802'OF A BRICK HOUSE AND 0.4 MILE SOUTH OF THE SR 1304 AND SR 1228 FX2802'CROSSING. FX2802' FX2802'STATION MARK IS A STANDARD DISK STAMPED---WHITEOAK SWAMP 1980---SET FX2802'IN THE TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW FX2802'GROUND SURFACE AND 1 FOOT BELOW CENTERLINE OF HIGHWAY. MARK IS 14.0 FX2802'FEET NORTHWEST OF CENTERLINE OF US 13, 62.0 FEET NORTHWEST OF POWER FX2802'POLE S239 WITH REFERENCE TAG, 92.4 FEET NORTH OF 15 INCH PINE WITH FX2802'REFERENCE TAG, 156.2 FEET NORTHEAST OF NORTHEAST END OF DRIVEWAY FX2802'CULVERT AND 236.0 FEET EAST OF SOUTH CORNER OF BRICK HOUSE. FX2802 FX2802 STATION RECOVERY (1980) FX2802 FX2802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2802'1.7 MI WNW FROM ASKEWVILLE. FX2802'8.4 MILES NORTH OF WINDSOR. FX2802'2.5 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2802'WINDSOR AND AHOSKIE, IN THE LEFT SHOULDER NEAR THE NORTHEAST CORNER OF FX2802'THE YARD OF A BRICK HOUSE AND 0.4 MILE SOUTH OF THE SR 1304 AND 1228 FX2802'CROSSING, 14.0 FEET NORTHWEST OF CENTERLINE OF US 13, 62.0 FEET FX2802'NORTHWEST OF POWER POLE S 239 WITH REFERENCE TAG, 92.4 FEET NORTH OF FX2802'15 INCH PINE WITH REFERENCE TAG, 156.2 FEET NORTHEAST OF NORTHEAST END FX2802'OF DRIVEWAY CULVERT AND 236.0 FEET EAST OF SOUTH CORNER OF BRICK FX2802'HOUSE. FX2802 FX2802 STATION RECOVERY (1985) FX2802 FX2802'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2802'RECOVERED IN GOOD CONDITION. FX2802 FX2802 STATION RECOVERY (1995) FX2802 FX2802'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2802'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2794 *********************************************************************** FX2794 DESIGNATION - WILD FX2794 PID - FX2794 FX2794 STATE/COUNTY- NC/BERTIE FX2794 USGS QUAD - POWELLSVILLE (1982) FX2794 FX2794 *CURRENT SURVEY CONTROL FX2794 ___________________________________________________________________ FX2794* NAD 83(1986)- 36 07 30.86450(N) 076 57 40.87627(W) ADJUSTED FX2794* NAVD 88 - 17.916 (meters) 58.78 (feet) ADJUSTED FX2794 ___________________________________________________________________ FX2794 LAPLACE CORR- -4.80 (seconds) DEFLEC99 FX2794 GEOID HEIGHT- -35.69 (meters) GEOID03 FX2794 DYNAMIC HT - 17.901 (meters) 58.73 (feet) COMP FX2794 MODELED GRAV- 979,833.9 (mgal) NAVD 88 FX2794 FX2794 HORZ ORDER - SECOND FX2794 VERT ORDER - SECOND CLASS II FX2794 FX2794.The North Carolina HARNS have been completed but, FX2794.due to contractual restrictions, coordinates for these stations FX2794.will NOT be published in the near future. In the interim, the FX2794.published coordinates in North Carolina will not be FX2794.consistent with the Continuously Operating Reference Stations FX2794.(CORS). The HARN coordinates for these stations are available FX2794.upon request. Contact Gary Thompson(919-733-3836). FX2794. FX2794.In addition, the published North Carolina positions FX2794.(NAD 83 (1986)) are NOT consistent with those determined in FX2794.adjacent state readjustments. The discontinuity between stations FX2794.located in North Carolina and those in adjacent states FX2794.which have been adjusted to the HARN may be as much as 5 FX2794.decimeters. This will result in a significant loss of accuracy FX2794.over lines crossing such state borders. FX2794 FX2794 FX2794.The horizontal coordinates were established by classical geodetic methods FX2794.and adjusted by the National Geodetic Survey in January 1991. FX2794 FX2794.The orthometric height was determined by differential leveling FX2794.and adjusted by the National Geodetic Survey in June 1991. FX2794 FX2794.The Laplace correction was computed from DEFLEC99 derived deflections. FX2794 FX2794.The geoid height was determined by GEOID03. FX2794 FX2794.The dynamic height is computed by dividing the NAVD 88 FX2794.geopotential number by the normal gravity value computed on the FX2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2794.degrees latitude (g = 980.6199 gals.). FX2794 FX2794.The modeled gravity was interpolated from observed gravity values. FX2794 FX2794; North East Units Scale Factor Converg. FX2794;SPC NC - 265,381.336 793,106.970 MT 0.99998870 +1 10 35.9 FX2794;SPC NC - 870,671.93 2,602,051.78 sFT 0.99998870 +1 10 35.9 FX2794;UTM 18 - 3,999,621.021 323,497.102 MT 0.99998387 -1 09 23.8 FX2794 FX2794! - Elev Factor x Scale Factor = Combined Factor FX2794!SPC NC - 1.00000279 x 0.99998870 = 0.99999149 FX2794!UTM 18 - 1.00000279 x 0.99998387 = 0.99998666 FX2794 FX2794 SUPERSEDED SURVEY CONTROL FX2794 FX2794 NGVD 29 (01/18/91) 18.30 (m) 60.0 (f) LEVELING 3 FX2794 FX2794.Superseded values are not recommended for survey control. FX2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2794.See file dsdata.txt to determine how the superseded data were derived. FX2794 FX2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2349799621(NAD 83) FX2794_MARKER: DE = TRAVERSE STATION DISK FX2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2794_SP_SET: CONCRETE POST FX2794_STAMPING: WILD 1980 FX2794_MARK LOGO: NCGS FX2794_PROJECTION: RECESSED 10 CENTIMETERS FX2794_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2794+STABILITY: SURFACE MOTION FX2794 FX2794 HISTORY - Date Condition Report By FX2794 HISTORY - 1980 MONUMENTED NCGS FX2794 HISTORY - 1980 GOOD NCGS FX2794 HISTORY - 1985 GOOD USPSQD FX2794 HISTORY - 19950821 GOOD USPSQD FX2794 FX2794 STATION DESCRIPTION FX2794 FX2794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2794'STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF ASKEWVILLE AND FX2794'7.0 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2794' FX2794'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN FX2794'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 3.25 MILES TO FX2794'STATION IN THE LEFT SHOULDER AND 0.35 MILE NORTH OF THE SR 1304 AND FX2794'SR 1228 CROSSROADS. FX2794' FX2794'STATION MARK IS A STANDARD DISK STAMPED---WILD 1980---SET IN THE TOP FX2794'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND FX2794'SURFACE AND 1 FOOT BELOW HIGHWAY. MARK IS 17.3 FEET NORTHWEST OF FX2794'CENTERLINE OF US 13, 127.5 FEET SOUTH-SOUTHWEST OF NORTHWEST END OF FX2794'CULVERT UNDER HIGHWAY, 165.5 FEET SOUTH-SOUTHWEST OF POST WITH FX2794'TELEPHONE EQUIPMENT WITH REFERENCE TAG AND 151.8 FEET SOUTHWEST OF FX2794'POWER POLE WITH REFERENCE TAG. FX2794 FX2794 STATION RECOVERY (1980) FX2794 FX2794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2794'1.6 MI NW FROM ASKEWVILLE. FX2794'7.0 MILES SOUTH-SOUTHWEST OF POWELLSVILLE. FX2794'3.25 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN FX2794'WINDSOR AND AHOSKIE, IN THE LEFT SHOULDER AND 0.35 MILE NORTH OF THE FX2794'SR 1304 AND SR 1228 CROSSROADS, 17.3 FEET NORTHWEST OF CENTERLINE OF FX2794'US 13, 127.5 FEET SOUTH-SOUTHWEST OF NORTHWEST END OF CULVERT UNDER FX2794'HIGHWAY, 165.5 FEET SOUTH-SOUTHWEST OF POST WITH TELEPHONE EQUIPMENT FX2794'WITH REFERENCE TAG AND 151.8 FEET SOUTHWEST OF POWER POLE WITH FX2794'REFERENCE TAG. FX2794 FX2794 STATION RECOVERY (1985) FX2794 FX2794'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2794'RECOVERED IN GOOD CONDITION. FX2794 FX2794 STATION RECOVERY (1995) FX2794 FX2794'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2794'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2820 *********************************************************************** FX2820 DESIGNATION - WINDSOR 2 AZ MK FX2820 PID - FX2820 FX2820 STATE/COUNTY- NC/BERTIE FX2820 USGS QUAD - WINDSOR NORTH (1981) FX2820 FX2820 *CURRENT SURVEY CONTROL FX2820 ___________________________________________________________________ FX2820* NAD 83(1986)- 36 00 33.90186(N) 076 58 12.87208(W) ADJUSTED FX2820* NAVD 88 - 17.033 (meters) 55.88 (feet) ADJUSTED FX2820 ___________________________________________________________________ FX2820 LAPLACE CORR- -4.29 (seconds) DEFLEC99 FX2820 GEOID HEIGHT- -35.85 (meters) GEOID03 FX2820 DYNAMIC HT - 17.019 (meters) 55.84 (feet) COMP FX2820 MODELED GRAV- 979,826.7 (mgal) NAVD 88 FX2820 FX2820 HORZ ORDER - SECOND FX2820 VERT ORDER - SECOND CLASS II FX2820 FX2820.The North Carolina HARNS have been completed but, FX2820.due to contractual restrictions, coordinates for these stations FX2820.will NOT be published in the near future. In the interim, the FX2820.published coordinates in North Carolina will not be FX2820.consistent with the Continuously Operating Reference Stations FX2820.(CORS). The HARN coordinates for these stations are available FX2820.upon request. Contact Gary Thompson(919-733-3836). FX2820. FX2820.In addition, the published North Carolina positions FX2820.(NAD 83 (1986)) are NOT consistent with those determined in FX2820.adjacent state readjustments. The discontinuity between stations FX2820.located in North Carolina and those in adjacent states FX2820.which have been adjusted to the HARN may be as much as 5 FX2820.decimeters. This will result in a significant loss of accuracy FX2820.over lines crossing such state borders. FX2820 FX2820 FX2820.The horizontal coordinates were established by classical geodetic methods FX2820.and adjusted by the National Geodetic Survey in January 1991. FX2820 FX2820.The orthometric height was determined by differential leveling FX2820.and adjusted by the National Geodetic Survey in June 1991. FX2820 FX2820.The Laplace correction was computed from DEFLEC99 derived deflections. FX2820 FX2820.The geoid height was determined by GEOID03. FX2820 FX2820.The dynamic height is computed by dividing the NAVD 88 FX2820.geopotential number by the normal gravity value computed on the FX2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2820.degrees latitude (g = 980.6199 gals.). FX2820 FX2820.The modeled gravity was interpolated from observed gravity values. FX2820 FX2820; North East Units Scale Factor Converg. FX2820;SPC NC - 252,516.220 792,569.818 MT 0.99995991 +1 10 17.5 FX2820;SPC NC - 828,463.63 2,600,289.48 sFT 0.99995991 +1 10 17.5 FX2820;UTM 18 - 3,986,788.254 322,436.966 MT 0.99998850 -1 09 31.1 FX2820 FX2820! - Elev Factor x Scale Factor = Combined Factor FX2820!SPC NC - 1.00000295 x 0.99995991 = 0.99996286 FX2820!UTM 18 - 1.00000295 x 0.99998850 = 0.99999145 FX2820 FX2820 SUPERSEDED SURVEY CONTROL FX2820 FX2820 NGVD 29 (01/18/91) 17.37 (m) 57.0 (f) LEVELING 3 FX2820 FX2820.Superseded values are not recommended for survey control. FX2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2820.See file dsdata.txt to determine how the superseded data were derived. FX2820 FX2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2243786788(NAD 83) FX2820_MARKER: DZ = AZIMUTH MARK DISK FX2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2820_SP_SET: CONCRETE POST FX2820_STAMPING: WINDSOR 2 1959 FX2820_MARK LOGO: CGS FX2820_PROJECTION: FLUSH FX2820_MAGNETIC: N = NO MAGNETIC MATERIAL FX2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2820+STABILITY: SURFACE MOTION FX2820 FX2820 HISTORY - Date Condition Report By FX2820 HISTORY - 1959 MONUMENTED CGS FX2820 HISTORY - 1959 SEE DESCRIPTION CGS FX2820 HISTORY - 1980 GOOD NCGS FX2820 HISTORY - 1980 GOOD NCGS FX2820 HISTORY - 19950821 GOOD USPSQD FX2820 FX2820 STATION DESCRIPTION FX2820 FX2820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2820'STATION IS LOCATED APPROXIMATELY 1.3 MILES NORTHWEST OF WINDSOR. FX2820' FX2820'TO REACH THE STATION FROM THE INTERSECTION OF NC 308 WITH US 13 BYPASS FX2820'IN WINDSOR, PROCEED NORTHWEST ALONG NC 308 FOR 0.6 MILE TO STATION ON FX2820'LEFT AT THE NORTH CORNER OF THE YARD OF A LARGE TWO STORY WHITE FRAME FX2820'HOUSE. FX2820' FX2820'STATION MARK IS AN AZIMUTH MARK STAMPED---WINDSOR 2 1959---, SET IN FX2820'THE TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND FX2820'SURFACE AND 1 FOOT ABOVE CENTERLINE OF HIGHWAY. MARK IS 35.8 FEET FX2820'SOUTHWEST OF CENTERLINE OF NC 308, 1.3 FEET NORTH OF METAL WITNESS FX2820'POST, 2.5 FEET NORTH OF NORTHEAST END OF BOARD FENCE, 1.2 FEET FX2820'NORTH-NORTHWEST OF CREOSOTE POST WITH REFERENCE TAG AND 8.3 FEET FX2820'NORTH-NORTHEAST OF 48 INCH OAK. FX2820 FX2820 STATION RECOVERY (1980) FX2820 FX2820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2820'1.3 MI NW FROM WINDSOR. FX2820'0.6 MILE NORTHWEST ALONG NC 308 FROM INTERSECTION WITH US 13 BYPASS FX2820'IN WINDSOR, IN NORTH CORNER OF YARD OF LARGE TWO STORY FRAME HOUSE, FX2820'35.8 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTH OF FX2820'NORTHEAST END OF BOARD FENCE, 1.2 FEET NORTH-NORTHWEST OF CREOSOTE FX2820'POST WITH REFERENCE TAG AND 8.3 FEET NORTH-NORTHEAST OF 48 INCH OAK. FX2820'THE MARK IS 1.3 FT NNE FROM A WITNESS POST. FX2820'THE MARK IS 1 FT ABOVE HIGHWAY. FX2820 FX2820 STATION RECOVERY (1995) FX2820 FX2820'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2820'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX3891 *********************************************************************** FX3891 DESIGNATION - WINDSOR LEA LUMBER CO TANK FX3891 PID - FX3891 FX3891 STATE/COUNTY- NC/BERTIE FX3891 USGS QUAD - WINDSOR NORTH (1981) FX3891 FX3891 *CURRENT SURVEY CONTROL FX3891 ___________________________________________________________________ FX3891* NAD 83(1986)- 36 02 19.97855(N) 076 57 25.08047(W) ADJUSTED FX3891* NAVD 88 - FX3891 ___________________________________________________________________ FX3891 LAPLACE CORR- -4.71 (seconds) DEFLEC99 FX3891 GEOID HEIGHT- -35.84 (meters) GEOID03 FX3891 FX3891 HORZ ORDER - THIRD FX3891 FX3891.The North Carolina HARNS have been completed but, FX3891.due to contractual restrictions, coordinates for these stations FX3891.will NOT be published in the near future. In the interim, the FX3891.published coordinates in North Carolina will not be FX3891.consistent with the Continuously Operating Reference Stations FX3891.(CORS). The HARN coordinates for these stations are available FX3891.upon request. Contact Gary Thompson(919-733-3836). FX3891. FX3891.In addition, the published North Carolina positions FX3891.(NAD 83 (1986)) are NOT consistent with those determined in FX3891.adjacent state readjustments. The discontinuity between stations FX3891.located in North Carolina and those in adjacent states FX3891.which have been adjusted to the HARN may be as much as 5 FX3891.decimeters. This will result in a significant loss of accuracy FX3891.over lines crossing such state borders. FX3891 FX3891 FX3891.The horizontal coordinates were established by classical geodetic methods FX3891.and adjusted by the National Geodetic Survey in July 1986. FX3891 FX3891 FX3891.The Laplace correction was computed from DEFLEC99 derived deflections. FX3891 FX3891.The geoid height was determined by GEOID03. FX3891 FX3891; North East Units Scale Factor Converg. FX3891;SPC NC - 255,809.459 793,699.058 MT 0.99996684 +1 10 45.0 FX3891;SPC NC - 839,268.20 2,603,994.33 sFT 0.99996684 +1 10 45.0 FX3891;UTM 18 - 3,990,032.923 323,699.215 MT 0.99998300 -1 09 05.9 FX3891 FX3891 SUPERSEDED SURVEY CONTROL FX3891 FX3891 NAD 27 - 36 02 19.40700(N) 076 57 26.24900(W) AD( ) 3 FX3891 FX3891.Superseded values are not recommended for survey control. FX3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3891.See file dsdata.txt to determine how the superseded data were derived. FX3891 FX3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2369990033(NAD 83) FX3891_MARKER: 53 = ELEVATED TANK FX3891 FX3891 HISTORY - Date Condition Report By FX3891 HISTORY - 1958 FIRST OBSERVED CGS FX3891 HISTORY - 1965 GOOD CGS FX3891 HISTORY - 1980 GOOD NCGS FX3891 HISTORY - 19950821 GOOD USPSQD FX3891 FX3891 STATION DESCRIPTION FX3891 FX3891'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER) FX3891'THE STATION IS THE WATER TANK ABOUT 2.0 MILES NORTH OF WINDSOR, AT FX3891'THE LUMBER MILL ALONG U.S. HIGHWAY 13. IT IS AN ELEVATED STEEL FX3891'STRUCTURE, PAINTED SILVER, SUPPORTED BY 4 LEGS AND IS 100 FEET FX3891'HIGH. THE BALL ON TANK WAS POINT LOCATED. FX3891 FX3891 STATION RECOVERY (1965) FX3891 FX3891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) FX3891'THE BALL AT THE TOP CENTER OF THE LEA LUMBER COMPANY WATER TANK, FX3891'LOCATED ABOUT 4 MILES NORTH OF THE CENTER OF WINDSOR AND ON THE FX3891'EAST SIDE OF U.S. HIGHWAY 13. THE TANK IS PAINTED SILVER, FX3891'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH. FX3891 FX3891 STATION RECOVERY (1980) FX3891 FX3891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX3891'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE ACTUAL FX3891'LOCATION IS 3 MILES NORTH OF THE CENTER OF WINDSOR AND IN THE LUMBER FX3891'COMPANY GROUNDS APPROXIMATELY 560 FEET NORTHEAST OF THE INTERSECTION FX3891'OF SR 1302 AND 1303. FX3891 FX3891 STATION RECOVERY (1995) FX3891 FX3891'RECOVERY NOTE BY US POWER SQUADRON 1995 FX3891'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4161 *********************************************************************** FX4161 DESIGNATION - WOODVILLE GILLAM PEANUT PLT TK FX4161 PID - FX4161 FX4161 STATE/COUNTY- NC/BERTIE FX4161 USGS QUAD - WOODVILLE (1972) FX4161 FX4161 *CURRENT SURVEY CONTROL FX4161 ___________________________________________________________________ FX4161* NAD 83(1986)- 36 07 03.57927(N) 077 10 54.39952(W) ADJUSTED FX4161* NAVD 88 - FX4161 ___________________________________________________________________ FX4161 LAPLACE CORR- -1.87 (seconds) DEFLEC99 FX4161 GEOID HEIGHT- -35.22 (meters) GEOID03 FX4161 FX4161 HORZ ORDER - THIRD FX4161 FX4161.The North Carolina HARNS have been completed but, FX4161.due to contractual restrictions, coordinates for these stations FX4161.will NOT be published in the near future. In the interim, the FX4161.published coordinates in North Carolina will not be FX4161.consistent with the Continuously Operating Reference Stations FX4161.(CORS). The HARN coordinates for these stations are available FX4161.upon request. Contact Gary Thompson(919-733-3836). FX4161. FX4161.In addition, the published North Carolina positions FX4161.(NAD 83 (1986)) are NOT consistent with those determined in FX4161.adjacent state readjustments. The discontinuity between stations FX4161.located in North Carolina and those in adjacent states FX4161.which have been adjusted to the HARN may be as much as 5 FX4161.decimeters. This will result in a significant loss of accuracy FX4161.over lines crossing such state borders. FX4161 FX4161 FX4161.The horizontal coordinates were established by classical geodetic methods FX4161.and adjusted by the National Geodetic Survey in July 1986. FX4161 FX4161 FX4161.The Laplace correction was computed from DEFLEC99 derived deflections. FX4161 FX4161.The geoid height was determined by GEOID03. FX4161 FX4161; North East Units Scale Factor Converg. FX4161;SPC NC - 264,155.049 773,283.654 MT 0.99998669 +1 02 57.9 FX4161;SPC NC - 866,648.69 2,537,014.79 sFT 0.99998669 +1 02 57.9 FX4161;UTM 18 - 3,999,203.232 303,639.474 MT 1.00007511 -1 17 11.2 FX4161 FX4161 SUPERSEDED SURVEY CONTROL FX4161 FX4161 NAD 27 - 36 07 03.01300(N) 077 10 55.53500(W) AD( ) 3 FX4161 FX4161.Superseded values are not recommended for survey control. FX4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4161.See file dsdata.txt to determine how the superseded data were derived. FX4161 FX4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0363999203(NAD 83) FX4161_MARKER: 53 = ELEVATED TANK FX4161 FX4161 HISTORY - Date Condition Report By FX4161 HISTORY - 1958 FIRST OBSERVED CGS FX4161 HISTORY - 1985 GOOD USPSQD FX4161 HISTORY - 19950505 GOOD USPSQD FX4161 FX4161 STATION DESCRIPTION FX4161 FX4161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER) FX4161'THE STATION IS THE WATER TANK, ABOUT 1/2 MILE WEST OF THE BUSINESS FX4161'DISTRICT OF LEWISTON, IN THE VILLAGE OF WOODVILLE, AT THE IMPROVED FX4161'SEED PEANUT SHELLER PLANT WHICH IS OPERATED BY THE WHITEHEAD FX4161'BROTHERS. IT IS AN ELEVATED STEEL STRUCTURE SUPPORTED BY 4 LEGS FX4161'AND IS ABOUT 100 FEET HIGH. THE BALL ON TANK WAS POINT LOCATED. FX4161 FX4161 STATION RECOVERY (1985) FX4161 FX4161'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX4161'RECOVERED IN GOOD CONDITION. FX4161 FX4161 STATION RECOVERY (1995) FX4161 FX4161'RECOVERY NOTE BY US POWER SQUADRON 1995 FX4161'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX4162 *********************************************************************** FX4162 DESIGNATION - WOODVILLE LOOKOUT TOWER FX4162 PID - FX4162 FX4162 STATE/COUNTY- NC/BERTIE FX4162 USGS QUAD - WOODVILLE (1972) FX4162 FX4162 *CURRENT SURVEY CONTROL FX4162 ___________________________________________________________________ FX4162* NAD 83(1986)- 36 06 40.12447(N) 077 10 53.78215(W) ADJUSTED FX4162* NAVD 88 - FX4162 ___________________________________________________________________ FX4162 LAPLACE CORR- -1.86 (seconds) DEFLEC99 FX4162 GEOID HEIGHT- -35.23 (meters) GEOID03 FX4162 FX4162 HORZ ORDER - THIRD FX4162 FX4162.The North Carolina HARNS have been completed but, FX4162.due to contractual restrictions, coordinates for these stations FX4162.will NOT be published in the near future. In the interim, the FX4162.published coordinates in North Carolina will not be FX4162.consistent with the Continuously Operating Reference Stations FX4162.(CORS). The HARN coordinates for these stations are available FX4162.upon request. Contact Gary Thompson(919-733-3836). FX4162. FX4162.In addition, the published North Carolina positions FX4162.(NAD 83 (1986)) are NOT consistent with those determined in FX4162.adjacent state readjustments. The discontinuity between stations FX4162.located in North Carolina and those in adjacent states FX4162.which have been adjusted to the HARN may be as much as 5 FX4162.decimeters. This will result in a significant loss of accuracy FX4162.over lines crossing such state borders. FX4162 FX4162 FX4162.The horizontal coordinates were established by classical geodetic methods FX4162.and adjusted by the National Geodetic Survey in July 1986. FX4162 FX4162 FX4162.The Laplace correction was computed from DEFLEC99 derived deflections. FX4162 FX4162.The geoid height was determined by GEOID03. FX4162 FX4162; North East Units Scale Factor Converg. FX4162;SPC NC - 263,432.527 773,312.332 MT 0.99998498 +1 02 58.3 FX4162;SPC NC - 864,278.22 2,537,108.88 sFT 0.99998498 +1 02 58.3 FX4162;UTM 18 - 3,998,480.076 303,638.681 MT 1.00007511 -1 17 10.1 FX4162 FX4162 SUPERSEDED SURVEY CONTROL FX4162 FX4162 NAD 27 - 36 06 39.55200(N) 077 10 54.92700(W) AD( ) 3 FX4162 FX4162.Superseded values are not recommended for survey control. FX4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4162.See file dsdata.txt to determine how the superseded data were derived. FX4162 FX4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0363998480(NAD 83) FX4162_MARKER: 57 = LOOKOUT TOWER FX4162 FX4162 HISTORY - Date Condition Report By FX4162 HISTORY - 1959 FIRST OBSERVED CGS FX4162 HISTORY - 1985 MARK NOT FOUND USPSQD FX4162 HISTORY - 19950505 MARK NOT FOUND USPSQD FX4162 FX4162 STATION DESCRIPTION FX4162 FX4162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX4162'THE STATION IS THE TOP CENTER OF THE LOOKOUT TOWER WHICH IS FX4162'LOCATED ABOUT 2.0 MILES SOUTHWEST OF LEWISTON, 0.3 MILE SOUTH OF FX4162'THE WOODVILLE POST OFFICE AND ON THE EAST OF THE BLACKTOP ROAD. FX4162' FX4162'THE LOOKOUT IS A METAL CABIN SUPPORTED BY FOUR LEGS AND IS ABOUT FX4162'90 FEET HIGH. FX4162 FX4162 STATION RECOVERY (1985) FX4162 FX4162'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX4162'MARK NOT FOUND. FX4162 FX4162 STATION RECOVERY (1995) FX4162 FX4162'RECOVERY NOTE BY US POWER SQUADRON 1995 FX4162'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2816 *********************************************************************** FX2816 DESIGNATION - YIELD FX2816 PID - FX2816 FX2816 STATE/COUNTY- NC/BERTIE FX2816 USGS QUAD - WINDSOR NORTH (1981) FX2816 FX2816 *CURRENT SURVEY CONTROL FX2816 ___________________________________________________________________ FX2816* NAD 83(1986)- 36 00 38.93856(N) 076 57 14.80482(W) ADJUSTED FX2816* NAVD 88 - 5.538 (meters) 18.17 (feet) ADJUSTED FX2816 ___________________________________________________________________ FX2816 LAPLACE CORR- -4.60 (seconds) DEFLEC99 FX2816 GEOID HEIGHT- -35.89 (meters) GEOID03 FX2816 DYNAMIC HT - 5.534 (meters) 18.16 (feet) COMP FX2816 MODELED GRAV- 979,827.3 (mgal) NAVD 88 FX2816 FX2816 HORZ ORDER - SECOND FX2816 VERT ORDER - SECOND CLASS II FX2816 FX2816.The North Carolina HARNS have been completed but, FX2816.due to contractual restrictions, coordinates for these stations FX2816.will NOT be published in the near future. In the interim, the FX2816.published coordinates in North Carolina will not be FX2816.consistent with the Continuously Operating Reference Stations FX2816.(CORS). The HARN coordinates for these stations are available FX2816.upon request. Contact Gary Thompson(919-733-3836). FX2816. FX2816.In addition, the published North Carolina positions FX2816.(NAD 83 (1986)) are NOT consistent with those determined in FX2816.adjacent state readjustments. The discontinuity between stations FX2816.located in North Carolina and those in adjacent states FX2816.which have been adjusted to the HARN may be as much as 5 FX2816.decimeters. This will result in a significant loss of accuracy FX2816.over lines crossing such state borders. FX2816 FX2816 FX2816.The horizontal coordinates were established by classical geodetic methods FX2816.and adjusted by the National Geodetic Survey in January 1991. FX2816 FX2816.The orthometric height was determined by differential leveling FX2816.and adjusted by the National Geodetic Survey in June 1991. FX2816 FX2816.The Laplace correction was computed from DEFLEC99 derived deflections. FX2816 FX2816.The geoid height was determined by GEOID03. FX2816 FX2816.The dynamic height is computed by dividing the NAVD 88 FX2816.geopotential number by the normal gravity value computed on the FX2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2816.degrees latitude (g = 980.6199 gals.). FX2816 FX2816.The modeled gravity was interpolated from observed gravity values. FX2816 FX2816; North East Units Scale Factor Converg. FX2816;SPC NC - 252,701.269 794,020.403 MT 0.99996023 +1 10 51.0 FX2816;SPC NC - 829,070.75 2,605,048.61 sFT 0.99996023 +1 10 51.0 FX2816;UTM 18 - 3,986,914.178 323,893.912 MT 0.99998215 -1 08 57.1 FX2816 FX2816! - Elev Factor x Scale Factor = Combined Factor FX2816!SPC NC - 1.00000476 x 0.99996023 = 0.99996499 FX2816!UTM 18 - 1.00000476 x 0.99998215 = 0.99998691 FX2816 FX2816 SUPERSEDED SURVEY CONTROL FX2816 FX2816 NGVD 29 (01/18/91) 5.87 (m) 19.3 (f) LEVELING 3 FX2816 FX2816.Superseded values are not recommended for survey control. FX2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2816.See file dsdata.txt to determine how the superseded data were derived. FX2816 FX2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2389486914(NAD 83) FX2816_MARKER: DE = TRAVERSE STATION DISK FX2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2816_SP_SET: CONCRETE POST FX2816_STAMPING: YIELD 1980 FX2816_MARK LOGO: NCGS FX2816_PROJECTION: RECESSED 3 CENTIMETERS FX2816_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2816+STABILITY: SURFACE MOTION FX2816 FX2816 HISTORY - Date Condition Report By FX2816 HISTORY - 1980 MONUMENTED NCGS FX2816 HISTORY - 1980 GOOD NCGS FX2816 HISTORY - 1985 GOOD USPSQD FX2816 HISTORY - 19950508 GOOD USPSQD FX2816 HISTORY - 19950821 GOOD USPSQD FX2816 FX2816 STATION DESCRIPTION FX2816 FX2816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2816'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTH OF WINDSOR AT THE FX2816'INTERSECTION OF US 13 BYPASS WITH US 13 BUSINESS --KING STREET-- AND FX2816'AT THE NORTH END OF TRIANGULAR TRAFFIC ISLAND. FX2816' FX2816'STATION IS A STANDARD DISK STAMPED---YIELD 1980---SET IN THE TOP OF FX2816'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE AND FX2816'LEVEL WITH HIGHWAY. MARK IS 11.6 FEET EAST-SOUTHEAST OF CENTERLINE OF FX2816'NORTH BOUND LANE OF BYPASS, 69.4 FEET SOUTH-SOUTHWEST OF NORTH END OF FX2816'CURBED ISLAND, 84.3 FEET SOUTHWEST OF--YIELD--SIGN POST AND 50.6 FX2816'FEET SOUTHEAST OF TELEPHONE POLE, 65.3 FEET NORTHWEST OF TELEPHONE FX2816'POLE AND 151.3 FEET NORTH-NORTHEAST OF TELEPHONE POLE ALL WITH FX2816'REFERENCE TAGS. FX2816 FX2816 STATION RECOVERY (1980) FX2816 FX2816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2816'1.0 MI NORTH FROM WINDSOR. FX2816'AT THE INTERSECTION OF US 13 BYPASS WITH US 13 BUSINESS KING STREET FX2816'AND AT THE NORTH END OF TRIANGULAR TRAFFIC ISLAND, 11.6 FEET EAST FX2816'SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF BYPASS, 69.4 FEET FX2816'SOUTH-SOUTHWEST OF NORTH END OF CURBED ISLAND, 84.3 FEET SOUTHWEST FX2816'OF YIELD SIGN POST AND 50.6 FEET SOUTHEAST OF TELEPHONE POLE, 65.3 FX2816'FEET NORTHWEST OF TELEPHONE POLE AND 151.3 FEET NORTH-NORTHEAST OF FX2816'TELEPHONE POLE ALL WITH REFERENCE TAGS. FX2816 FX2816 STATION RECOVERY (1985) FX2816 FX2816'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) FX2816'RECOVERED IN GOOD CONDITION. FX2816 FX2816 STATION RECOVERY (1995) FX2816 FX2816'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2816'RECOVERED IN GOOD CONDITION. FX2816 FX2816 STATION RECOVERY (1995) FX2816 FX2816'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2816'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FX2818 *********************************************************************** FX2818 DESIGNATION - ZIP FX2818 PID - FX2818 FX2818 STATE/COUNTY- NC/BERTIE FX2818 USGS QUAD - WINDSOR NORTH (1981) FX2818 FX2818 *CURRENT SURVEY CONTROL FX2818 ___________________________________________________________________ FX2818* NAD 83(1986)- 36 00 13.72613(N) 076 57 38.54627(W) ADJUSTED FX2818* NAVD 88 - 10.621 (meters) 34.85 (feet) ADJUSTED FX2818 ___________________________________________________________________ FX2818 LAPLACE CORR- -4.36 (seconds) DEFLEC99 FX2818 GEOID HEIGHT- -35.88 (meters) GEOID03 FX2818 DYNAMIC HT - 10.613 (meters) 34.82 (feet) COMP FX2818 MODELED GRAV- 979,826.7 (mgal) NAVD 88 FX2818 FX2818 HORZ ORDER - SECOND FX2818 VERT ORDER - SECOND CLASS II FX2818 FX2818.The North Carolina HARNS have been completed but, FX2818.due to contractual restrictions, coordinates for these stations FX2818.will NOT be published in the near future. In the interim, the FX2818.published coordinates in North Carolina will not be FX2818.consistent with the Continuously Operating Reference Stations FX2818.(CORS). The HARN coordinates for these stations are available FX2818.upon request. Contact Gary Thompson(919-733-3836). FX2818. FX2818.In addition, the published North Carolina positions FX2818.(NAD 83 (1986)) are NOT consistent with those determined in FX2818.adjacent state readjustments. The discontinuity between stations FX2818.located in North Carolina and those in adjacent states FX2818.which have been adjusted to the HARN may be as much as 5 FX2818.decimeters. This will result in a significant loss of accuracy FX2818.over lines crossing such state borders. FX2818 FX2818 FX2818.The horizontal coordinates were established by classical geodetic methods FX2818.and adjusted by the National Geodetic Survey in January 1991. FX2818 FX2818.The orthometric height was determined by differential leveling FX2818.and adjusted by the National Geodetic Survey in June 1991. FX2818 FX2818.The Laplace correction was computed from DEFLEC99 derived deflections. FX2818 FX2818.The geoid height was determined by GEOID03. FX2818 FX2818.The dynamic height is computed by dividing the NAVD 88 FX2818.geopotential number by the normal gravity value computed on the FX2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2818.degrees latitude (g = 980.6199 gals.). FX2818 FX2818.The modeled gravity was interpolated from observed gravity values. FX2818 FX2818; North East Units Scale Factor Converg. FX2818;SPC NC - 251,912.136 793,441.980 MT 0.99995862 +1 10 37.3 FX2818;SPC NC - 826,481.73 2,603,150.90 sFT 0.99995862 +1 10 37.3 FX2818;UTM 18 - 3,986,149.194 323,283.871 MT 0.99998481 -1 09 10.4 FX2818 FX2818! - Elev Factor x Scale Factor = Combined Factor FX2818!SPC NC - 1.00000396 x 0.99995862 = 0.99996258 FX2818!UTM 18 - 1.00000396 x 0.99998481 = 0.99998877 FX2818 FX2818 SUPERSEDED SURVEY CONTROL FX2818 FX2818 NGVD 29 (01/18/91) 10.96 (m) 36.0 (f) LEVELING 3 FX2818 FX2818.Superseded values are not recommended for survey control. FX2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2818.See file dsdata.txt to determine how the superseded data were derived. FX2818 FX2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2328486149(NAD 83) FX2818_MARKER: DE = TRAVERSE STATION DISK FX2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2818_SP_SET: CONCRETE POST FX2818_STAMPING: ZIP 1980 FX2818_MARK LOGO: NCGS FX2818_PROJECTION: RECESSED 15 CENTIMETERS FX2818_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FX2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2818+STABILITY: SURFACE MOTION FX2818 FX2818 HISTORY - Date Condition Report By FX2818 HISTORY - 1980 MONUMENTED NCGS FX2818 HISTORY - 1980 GOOD NCGS FX2818 HISTORY - 19950508 GOOD USPSQD FX2818 HISTORY - 19950821 GOOD USPSQD FX2818 FX2818 STATION DESCRIPTION FX2818 FX2818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2818'STATION IS LOCATED IN THE NORTHWEST SECTION OF WINDSOR AT THE US 13 FX2818'BYPASS WITH NC 308 CROSSROAD AND IN THE SOUTH QUADRANT OF THE FX2818'INTERSECTION. FX2818' FX2818'STATION MARK IS A STANDARD DISK STAMPED---ZIP 1980---, SET IN THE TOP FX2818'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND FX2818'SURFACE AND 1 FOOT BELOW CENTERLINE OF HIGHWAY. MARK IS 52.7 FEET FX2818'SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF US 13, 51.0 FEET SOUTH FX2818'OF NORTHWEST END OF MEDIAN STRIP IN NC 308, 12.2 FEET NORTHEAST OF THE FX2818'SOUTHWEST CONCAVED END OF A CULVERT UNDER NC 308, 62.5 FEET NORTHWEST FX2818'OF NORTHWEST END OF CULVERT UNDER DRIVEWAY, 42.0 FEET NORTHEAST OF FX2818'SUPPORT POLE WITH REFERENCE TAG AND 66.3 FEET NORTHWEST OF POWER POLE FX2818'WITH LIGHT AND REFERENCE TAG. FX2818 FX2818 STATION RECOVERY (1980) FX2818 FX2818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2818'IN WINDSOR. FX2818'IN THE NORTHWEST SECTION OF WINDSOR AT THE US 13 BYPASS WITH NC 308 FX2818'CROSSROAD AND IN THE SOUTH QUADRANT OF THE INTERSECTION, 52.7 FEET FX2818'SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF US 13, FX2818'51.0 FEET SOUTH OF NORTHWEST END OF MEDIAN STRIP IN NC 308, 12.2 FEET FX2818'NORTHEAST OF THE SOUTHWEST CONCAVED END OF A CULVERT UNDER NC 308, FX2818'62.5 FEET NORTHWEST OF NORTHWEST END OF CULVERT UNDER DRIVEWAY, 42.0 FX2818'FEET NORTHEAST OF SUPPORT POLE WITH REFERENCE TAG AND 66.3 FEET FX2818'NORTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG. FX2818 FX2818 STATION RECOVERY (1995) FX2818 FX2818'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2818'RECOVERED IN GOOD CONDITION. FX2818 FX2818 STATION RECOVERY (1995) FX2818 FX2818'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2818'RECOVERED IN GOOD CONDITION.