1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0281 *********************************************************************** EA0281 DESIGNATION - B 110 EA0281 PID - EA0281 EA0281 STATE/COUNTY- NC/JONES EA0281 USGS QUAD - MAYSVILLE (1994) EA0281 EA0281 *CURRENT SURVEY CONTROL EA0281 ___________________________________________________________________ EA0281* NAD 83(1986)- 34 57 45. (N) 077 14 27. (W) SCALED EA0281* NAVD 88 - 11.782 (meters) 38.65 (feet) ADJUSTED EA0281 ___________________________________________________________________ EA0281 GEOID HEIGHT- -37.16 (meters) GEOID99 EA0281 DYNAMIC HT - 11.771 (meters) 38.62 (feet) COMP EA0281 MODELED GRAV- 979,698.6 (mgal) NAVD 88 EA0281 EA0281 VERT ORDER - FIRST CLASS I EA0281 EA0281.The horizontal coordinates were scaled from a topographic map and have EA0281.an estimated accuracy of +/- 6 seconds. EA0281 EA0281.The orthometric height was determined by differential leveling EA0281.and adjusted by the National Geodetic Survey in June 1991. EA0281 EA0281.The geoid height was determined by GEOID99. EA0281 EA0281.The dynamic height is computed by dividing the NAVD 88 EA0281.geopotential number by the normal gravity value computed on the EA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0281.degrees latitude (g = 980.6199 gals.). EA0281 EA0281.The modeled gravity was interpolated from observed gravity values. EA0281 EA0281; North East Units Estimated Accuracy EA0281;SPC NC - 135,930. 770,240. MT (+/- 180 meters Scaled) EA0281 EA0281 SUPERSEDED SURVEY CONTROL EA0281 EA0281 NGVD 29 - 12.101 (m) 39.70 (f) ADJ UNCH 1 1 EA0281 EA0281.Superseded values are not recommended for survey control. EA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0281.See file dsdata.txt to determine how the superseded data were derived. EA0281 EA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD954711(NAD 83) EA0281_MARKER: DB = BENCH MARK DISK EA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0281_STAMPING: B 110 1963 EA0281_PROJECTION: PROJECTING 3 CENTIMETERS EA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0281+STABILITY: SURFACE MOTION EA0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0281+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003 EA0281 EA0281 HISTORY - Date Condition Report By EA0281 HISTORY - 1963 MONUMENTED CGS EA0281 HISTORY - 1979 GOOD NCGS EA0281 HISTORY - 1987 GOOD USPSQD EA0281 HISTORY - 19910906 GOOD USPSQD EA0281 HISTORY - 20030130 GOOD USPSQD EA0281 EA0281 STATION DESCRIPTION EA0281 EA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0281'4.2 MI NE FROM MAYSVILLE. EA0281'4.15 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC EA0281'COAST LINE RAILROAD STATION AT MAYSVILLE, AT THE JUNCTION OF EA0281'COUNTY ROAD 1107 LEADING EAST, AT A SMALL ROADSIDE PARK, 81 EA0281'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTH OF EA0281'THE CENTER LINE OF COUNTY ROAD 1107, 46 FEET SOUTHEAST OF EA0281'TELEPHONE POLE 521 1/2, 50 YARDS EAST AND ACROSS THE HIGHWAY EA0281'FROM THE RESIDENCE OF MR. C.B. CHADWICK, 99 FEET NORTHEAST OF EA0281'THE CENTER OF THE JUNCTION OF COUNTY ROAD 1107, 2.3 FEET SOUTH EA0281'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS EA0281'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. EA0281'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 2.1 EA0281'MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE EA0281'STATION AT POLLOCKSVILLE, THENCE ABOUT 0.3 MILE NORTHWEST ALONG EA0281'COUNTY ROAD 1108, THENCE ABOUT 1.45 MILE SOUTHWEST ALONG U.S. EA0281'HIGHWAY 17. EA0281 EA0281 STATION RECOVERY (1979) EA0281 EA0281'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0281'2.75 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA0281'SOUTH OF POLLOCKSVILLE AT A ROADSIDE PICNIC AREA, AT INTERSECTION EA0281'WITH SR 1107 (FOSUE LANE ROAD), 81.0 FEET EAST OF CENTERLINE OF EA0281'HIGHWAY, 68.6 FEET NORTH OF CENTERLINE OF ROAD AND 44.7 FEET EA0281'SOUTHEAST OF A POWER POLE 131 WITH REFERENCE TAG. EA0281'THE MARK IS 1 FT W FROM A WITNESS POST. EA0281'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA0281 EA0281 STATION RECOVERY (1987) EA0281 EA0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EA0281'RECOVERED IN GOOD CONDITION. EA0281 EA0281 STATION RECOVERY (1991) EA0281 EA0281'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA0281'RECOVERED IN GOOD CONDITION. EA0281 EA0281 STATION RECOVERY (2003) EA0281 EA0281'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA0281'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0280 *********************************************************************** EA0280 DESIGNATION - C 110 EA0280 PID - EA0280 EA0280 STATE/COUNTY- NC/JONES EA0280 USGS QUAD - MAYSVILLE (1994) EA0280 EA0280 *CURRENT SURVEY CONTROL EA0280 ___________________________________________________________________ EA0280* NAD 83(1986)- 34 58 30. (N) 077 14 14. (W) SCALED EA0280* NAVD 88 - 11.704 (meters) 38.40 (feet) ADJUSTED EA0280 ___________________________________________________________________ EA0280 GEOID HEIGHT- -37.16 (meters) GEOID99 EA0280 DYNAMIC HT - 11.693 (meters) 38.36 (feet) COMP EA0280 MODELED GRAV- 979,699.2 (mgal) NAVD 88 EA0280 EA0280 VERT ORDER - FIRST CLASS I EA0280 EA0280.The horizontal coordinates were scaled from a topographic map and have EA0280.an estimated accuracy of +/- 6 seconds. EA0280 EA0280.The orthometric height was determined by differential leveling EA0280.and adjusted by the National Geodetic Survey in June 1991. EA0280 EA0280.The geoid height was determined by GEOID99. EA0280 EA0280.The dynamic height is computed by dividing the NAVD 88 EA0280.geopotential number by the normal gravity value computed on the EA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0280.degrees latitude (g = 980.6199 gals.). EA0280 EA0280.The modeled gravity was interpolated from observed gravity values. EA0280 EA0280; North East Units Estimated Accuracy EA0280;SPC NC - 137,320. 770,540. MT (+/- 180 meters Scaled) EA0280 EA0280 SUPERSEDED SURVEY CONTROL EA0280 EA0280 NGVD 29 - 12.022 (m) 39.44 (f) ADJ UNCH 1 1 EA0280 EA0280.Superseded values are not recommended for survey control. EA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0280.See file dsdata.txt to determine how the superseded data were derived. EA0280 EA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD957725(NAD 83) EA0280_MARKER: DB = BENCH MARK DISK EA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0280_STAMPING: C 110 1963 EA0280_PROJECTION: FLUSH EA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0280+STABILITY: SURFACE MOTION EA0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0280+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003 EA0280 EA0280 HISTORY - Date Condition Report By EA0280 HISTORY - 1963 MONUMENTED CGS EA0280 HISTORY - 1979 GOOD NCGS EA0280 HISTORY - 19910906 GOOD USPSQD EA0280 HISTORY - 20030130 GOOD USPSQD EA0280 EA0280 STATION DESCRIPTION EA0280 EA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0280'3 MI SW FROM POLLOCKSVILLE. EA0280'2.1 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EA0280'THE STATION AT POLLOCKSVILLE, THENCE ABOUT 0.3 MILE NORTHWEST EA0280'ALONG COUNTY ROAD 1108, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG EA0280'U.S. HIGHWAY 17, AT THE EAST CORNER OF THE LAWN OF THE LEES EA0280'CHAPEL METHODIST CHURCH, 55 FEET NORTHWEST OF THE CENTER LINE EA0280'OF THE HIGHWAY, 88 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY EA0280'ROAD 1114 LEADING NORTHWEST, 8 1/2 FEET SOUTHWEST OF TELEPHONE EA0280'POLE 395, 182 FEET SOUTHEAST OF THE EAST CORNER OF THE CHURCH, EA0280'60 FEET SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH PIPE CULVERT EA0280'UNDER COUNTY ROAD 1114, 20 FEET WEST-NORTHWEST OF A STEEL WITNESS EA0280'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. EA0280 EA0280 STATION RECOVERY (1979) EA0280 EA0280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0280'1.8 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA0280'SOUTH OF POLLOCKSVILLE, AT THE EAST CORNER OF THE LAWN OF LEES EA0280'CHAPEL METHODIST CHURCH AT JUNCTION WITH SR 1114, 55.0 FEET EA0280'NORTHWEST OF CENTERLINE OF HIGHWAY, 90.4 FEET SOUTHWEST OF EA0280'CENTERLINE OF ROAD, 40.0 FEET SOUTHWEST OF A FIRE HYDRANT, 57.5 EA0280'FEET NORTHEAST OF EAST END OF CHURCH SIGN, 8.0 FEET SOUTHWEST OF A EA0280'POWER POLE 395 WITH REFERENCE TAG AND 182.0 FEET SOUTHEAST OF EAST EA0280'CORNER OF CHURCH. EA0280'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA0280 EA0280 STATION RECOVERY (1991) EA0280 EA0280'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA0280'RECOVERED IN GOOD CONDITION. EA0280 EA0280 STATION RECOVERY (2003) EA0280 EA0280'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA0280'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0286 *********************************************************************** EA0286 DESIGNATION - C 27 EA0286 PID - EA0286 EA0286 STATE/COUNTY- NC/JONES EA0286 USGS QUAD - MAYSVILLE (1994) EA0286 EA0286 *CURRENT SURVEY CONTROL EA0286 ___________________________________________________________________ EA0286* NAD 83(1986)- 34 54 24. (N) 077 13 45. (W) SCALED EA0286* NAVD 88 - 12.107 (meters) 39.72 (feet) ADJUSTED EA0286 ___________________________________________________________________ EA0286 GEOID HEIGHT- -37.20 (meters) GEOID99 EA0286 DYNAMIC HT - 12.096 (meters) 39.69 (feet) COMP EA0286 MODELED GRAV- 979,697.1 (mgal) NAVD 88 EA0286 EA0286 VERT ORDER - FIRST CLASS I EA0286 EA0286.The horizontal coordinates were scaled from a topographic map and have EA0286.an estimated accuracy of +/- 6 seconds. EA0286 EA0286.The orthometric height was determined by differential leveling EA0286.and adjusted by the National Geodetic Survey in June 1991. EA0286 EA0286.The geoid height was determined by GEOID99. EA0286 EA0286.The dynamic height is computed by dividing the NAVD 88 EA0286.geopotential number by the normal gravity value computed on the EA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0286.degrees latitude (g = 980.6199 gals.). EA0286 EA0286.The modeled gravity was interpolated from observed gravity values. EA0286 EA0286; North East Units Estimated Accuracy EA0286;SPC NC - 129,750. 771,410. MT (+/- 180 meters Scaled) EA0286 EA0286 SUPERSEDED SURVEY CONTROL EA0286 EA0286 NGVD 29 - 12.428 (m) 40.77 (f) ADJ UNCH 1 1 EA0286 EA0286.Superseded values are not recommended for survey control. EA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0286.See file dsdata.txt to determine how the superseded data were derived. EA0286 EA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD963649(NAD 83) EA0286_MARKER: DB = BENCH MARK DISK EA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0286_STAMPING: C 27 1932 EA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0286+STABILITY: SURFACE MOTION EA0286 EA0286 HISTORY - Date Condition Report By EA0286 HISTORY - 1932 MONUMENTED CGS EA0286 HISTORY - 1963 GOOD NGS EA0286 HISTORY - 1979 POOR NCGS EA0286 HISTORY - 19910906 POOR USPSQD EA0286 HISTORY - 20030130 MARK NOT FOUND USPSQD EA0286 EA0286 STATION DESCRIPTION EA0286 EA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0286'AT MAYSVILLE. EA0286'AT MAYSVILLE, ABOUT 0.2 MILE NORTH ALONG THE ATLANTIC COAST LINE EA0286'RAILROAD FROM THE STATION, 46.0 FEET WEST OF THE WEST RAIL, 22 EA0286'FEET EAST OF THE CENTER LINE OF DRIVE LEADING NORTH TO MAYSVILLE, EA0286'NORTH CAROLINA BOY SCOUT TROOP 209 HEADQUARTERS (FORMERLY A EA0286'CHURCH), 46 FEET EAST OF THE NORTHEAST CORNER OF BOY SCOUT EA0286'HEADQUARTERS, 136 FEET WEST OF AND ACROSS THE TRACKS FROM THE EA0286'CENTER LINE OF MATTOCKS STREET, ABOUT 2 FEET LOWER THAN THE EA0286'TRACKS, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES. EA0286 EA0286 STATION RECOVERY (1979) EA0286 EA0286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0286'THIS MARK WAS FOUND AS DESCRIBED BUT IN POOR CONDITION. ABOUT EA0286'HALF OF TOP OF POST FOUND BROKEN OFF. THE DISK FOUND BATTERED ON EA0286'OUTER EDGE. THE DISK IS SOLID AND COULD BE USED BY A LOCAL SURVEYOR EA0286'OR ENGINEER. LEFT AS FOUND 6/79. EA0286 EA0286 STATION RECOVERY (1991) EA0286 EA0286'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA0286'MARK RECOVERED IN POOR CONDITION. EA0286 EA0286 STATION RECOVERY (2003) EA0286 EA0286'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA0286'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0287 *********************************************************************** EA0287 DESIGNATION - D 27 EA0287 PID - EA0287 EA0287 STATE/COUNTY- NC/JONES EA0287 USGS QUAD - MAYSVILLE (1994) EA0287 EA0287 *CURRENT SURVEY CONTROL EA0287 ___________________________________________________________________ EA0287* NAD 83(1986)- 34 54 12. (N) 077 13 45. (W) SCALED EA0287* NAVD 88 - 13.561 (meters) 44.49 (feet) ADJUSTED EA0287 ___________________________________________________________________ EA0287 GEOID HEIGHT- -37.20 (meters) GEOID99 EA0287 DYNAMIC HT - 13.548 (meters) 44.45 (feet) COMP EA0287 MODELED GRAV- 979,697.2 (mgal) NAVD 88 EA0287 OBS GRAVITY - 979,697.1 (mgal) GRAV_OBS EA0287 EA0287 VERT ORDER - FIRST CLASS I EA0287 EA0287.The horizontal coordinates were scaled from a topographic map and have EA0287.an estimated accuracy of +/- 6 seconds. EA0287 EA0287.The orthometric height was determined by differential leveling EA0287.and adjusted by the National Geodetic Survey in June 1991. EA0287 EA0287.The geoid height was determined by GEOID99. EA0287 EA0287.The dynamic height is computed by dividing the NAVD 88 EA0287.geopotential number by the normal gravity value computed on the EA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0287.degrees latitude (g = 980.6199 gals.). EA0287 EA0287.The modeled gravity was interpolated from observed gravity values. EA0287.The observed gravity was obtained from relative gravimeter ties EA0287.to the IGSN71 gravity network. EA0287 EA0287; North East Units Estimated Accuracy EA0287;SPC NC - 129,380. 771,420. MT (+/- 180 meters Scaled) EA0287 EA0287 SUPERSEDED SURVEY CONTROL EA0287 EA0287 NGVD 29 - 13.881 (m) 45.54 (f) ADJ UNCH 1 1 EA0287 EA0287.Superseded values are not recommended for survey control. EA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0287.See file dsdata.txt to determine how the superseded data were derived. EA0287 EA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD963645(NAD 83) EA0287_MARKER: DB = BENCH MARK DISK EA0287_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS EA0287_STAMPING: D 27 1932 EA0287_MARK LOGO: CGS EA0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EA0287+STABILITY: POSITION/ELEVATION WELL EA0287 EA0287 HISTORY - Date Condition Report By EA0287 HISTORY - 1932 MONUMENTED CGS EA0287 HISTORY - 1963 GOOD NGS EA0287 HISTORY - 1979 GOOD NCGS EA0287 HISTORY - 1981 GOOD NCGS EA0287 HISTORY - 19910906 GOOD USPSQD EA0287 HISTORY - 20030130 MARK NOT FOUND USPSQD EA0287 EA0287 STATION DESCRIPTION EA0287 EA0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0287'AT MAYSVILLE. EA0287'AT MAYSVILLE, 48.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF EA0287'THE ATLANTIC COAST LINE RAILROAD STATION, SET VERTICALLY IN THE EA0287'EAST FACE OF THE FIRST CITIZENS BANK AND TRUST COMPANY (BRICK EA0287'BUILDING), 1.7 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, EA0287'14.0 FEET SOUTHWEST OF A DUAL PURPOSE POLE SUPPORTING TELEPHONE EA0287'WIRES, POWER CABLES AND A STREET LIGHT, 34.0 FEET SOUTH OF THE EA0287'CENTER LINE OF FIFTH STREET, AND IS ABOUT 5 FEET ABOVE THE EA0287'LEVEL OF THE SIDEWALK. EA0287 EA0287 STATION RECOVERY (1979) EA0287 EA0287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0287'0.25 MILE NORTH ALONG U.S. 17 FROM JUNCTION WITH N.C. 58 IN EA0287'MAYSVILLE, THENCE 0.05 MILE EAST ALONG FIFTH STREET, SET VERTICALLY EA0287'IN THE EAST FACE OF A BRICK BUILDING (OLD FIRST CITIZENS BANK EA0287'BUILDING), 1.7 FEET SOUTH OF NORTHEAST CORNER OF BUILDING, 34.0 EA0287'FEET SOUTH OF CENTERLINE OF FIFTH STREET, 14.0 FEET SOUTHWEST OF EA0287'A DUAL PURPOSE POWER POLE WITH REFERENCE TAG AND 95.2 FEET WEST EA0287'OF WEST RAIL OF MAIN TRACK. EA0287'THE MARK IS 5 FT ABOVE SIDEWALK. EA0287 EA0287 STATION RECOVERY (1981) EA0287 EA0287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EA0287'RECOVERED IN GOOD CONDITION. EA0287 EA0287 STATION RECOVERY (1991) EA0287 EA0287'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA0287'RECOVERED IN GOOD CONDITION. EA0287 EA0287 STATION RECOVERY (2003) EA0287 EA0287'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA0287'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1176 *********************************************************************** EA1176 DESIGNATION - FOURTH NCGS EA1176 PID - EA1176 EA1176 STATE/COUNTY- NC/JONES EA1176 USGS QUAD - MAYSVILLE (1994) EA1176 EA1176 *CURRENT SURVEY CONTROL EA1176 ___________________________________________________________________ EA1176* NAD 83(1986)- 34 54 23.73563(N) 077 13 52.70981(W) ADJUSTED EA1176* NAVD 88 - 12.198 (meters) 40.02 (feet) ADJUSTED EA1176 ___________________________________________________________________ EA1176 LAPLACE CORR- -2.47 (seconds) DEFLEC99 EA1176 GEOID HEIGHT- -37.19 (meters) GEOID99 EA1176 DYNAMIC HT - 12.187 (meters) 39.98 (feet) COMP EA1176 MODELED GRAV- 979,697.2 (mgal) NAVD 88 EA1176 EA1176 HORZ ORDER - SECOND EA1176 VERT ORDER - FIRST CLASS II EA1176 EA1176.The North Carolina/South Carolina HARNS have been completed but, EA1176.due to contractual restrictions, coordinates for these stations EA1176.will NOT be published in the near future. In the interim, the EA1176.published coordinates in North and South Carolina will not be EA1176.consistent with the Continuously Operating Reference Stations EA1176.(CORS). The HARN coordinates for these stations are available EA1176.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1176.Lapine(803-896-7700). EA1176. EA1176.In addition, the published North and South Carolina positions EA1176.(NAD 83 (1986)) are NOT consistent with those determined in EA1176.adjacent state readjustments. The discontinuity between stations EA1176.located in North or South Carolina and those in adjacent states EA1176.which have been adjusted to the HARN may be as much as 5 EA1176.decimeters. This will result in a significant loss of accuracy EA1176.over lines crossing such state borders. EA1176 EA1176 EA1176.The horizontal coordinates were established by classical geodetic methods EA1176.and adjusted by the National Geodetic Survey in July 1986. EA1176 EA1176.The orthometric height was determined by differential leveling EA1176.and adjusted by the National Geodetic Survey in June 1991. EA1176 EA1176.The Laplace correction was computed from DEFLEC99 derived deflections. EA1176 EA1176.The geoid height was determined by GEOID99. EA1176 EA1176.The dynamic height is computed by dividing the NAVD 88 EA1176.geopotential number by the normal gravity value computed on the EA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1176.degrees latitude (g = 980.6199 gals.). EA1176 EA1176.The modeled gravity was interpolated from observed gravity values. EA1176 EA1176; North East Units Scale Converg. EA1176;SPC NC - 129,741.101 771,218.885 MT 0.99989063 +1 01 15.0 EA1176;UTM 18 - 3,864,956.888 296,140.390 MT 1.00011223 -1 16 38.2 EA1176 EA1176: Primary Azimuth Mark Grid Az EA1176:SPC NC - MAYSVILLE NCGS 182 35 44.2 EA1176:UTM 18 - MAYSVILLE NCGS 184 53 37.4 EA1176 EA1176|---------------------------------------------------------------------| EA1176| PID Reference Object Distance Geod. Az | EA1176| dddmmss.s | EA1176| EA1177 MAYSVILLE NCGS APPROX. 0.6 KM 1833659.2 | EA1176| EA1175 LUKE NCGS APPROX. 0.6 KM 3585856.0 | EA1176|---------------------------------------------------------------------| EA1176 EA1176 SUPERSEDED SURVEY CONTROL EA1176 EA1176 NAD 27 - 34 54 23.16512(N) 077 13 53.87355(W) AD( ) 2 EA1176 NGVD 29 - 12.6 (m) 41. (f) VERT ANG EA1176 EA1176.Superseded values are not recommended for survey control. EA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1176.See file dsdata.txt to determine how the superseded data were derived. EA1176 EA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9614064957(NAD 83) EA1176_MARKER: DE = TRAVERSE STATION DISK EA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1176_STAMPING: FOURTH 1975 EA1176_PROJECTION: FLUSH EA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1176+STABILITY: SURFACE MOTION EA1176 EA1176 HISTORY - Date Condition Report By EA1176 HISTORY - 1975 MONUMENTED NCGS EA1176 HISTORY - 1979 GOOD NCGS EA1176 HISTORY - 19910824 MARK NOT FOUND USPSQD EA1176 HISTORY - 20030130 MARK NOT FOUND USPSQD EA1176 EA1176 STATION DESCRIPTION EA1176 EA1176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1176'FOURTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1176'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1176' EA1176'FOURTH IS LOCATED IN DOWNTOWN MAYSVILLE, AND 13.0 MILES SSE OF EA1176'TRENTON. STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION EA1176'OF MAIN STREET AND FOURTH STREET. EA1176' EA1176'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1176'FOURTH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1176'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1176' EA1176'MARK IS 26.7 FT E OF C/L OF U.S. 17. EA1176' EA1176'38.0 FT N OF C/L OF FOURTH ST. EA1176' EA1176'59.9 FT N OF PP WITH ALUMINUM REF. TAG. EA1176' EA1176'27.7 FT NW OF 14 INCH OAK WITH ALUMINUM REF. TAG. EA1176' EA1176'72.0 FT S OF PP WITH ALUMINUM REF. TAG. EA1176' EA1176'36.9 FT S OF SW CORNER OF HOUSE. EA1176 EA1176 STATION RECOVERY (1979) EA1176 EA1176'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1176'IN MAYSVILLE. EA1176'0.35 MILE NORTH ALONG U.S. 17 FROM JUNCTION WITH N.C. 58 IN EA1176'MAYSVILLE, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF MAIN EA1176'STREET AND FOURTH STREET, 26.7 FEET EAST OF CENTERLINE OF HIGHWAY, EA1176'38.0 FEET NORTH OF CENTERLINE OF FOURTH STREET, 59.9 FEET NORTH OF EA1176'POWER POLE WITH REFERENCE TAG, 27.7 FEET NORTHWEST OF A 14 INCH EA1176'OAK WITH REFERENCE TAG, 72.0 FEET SOUTH OF POWER POLE WITH EA1176'REFERENCE TAG AND 36.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE. EA1176'THE MARK IS ABOVE LEVEL WITH STREET. EA1176 EA1176 STATION RECOVERY (1991) EA1176 EA1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1176'MARK NOT FOUND. EA1176 EA1176 STATION RECOVERY (2003) EA1176 EA1176'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1176'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1175 *********************************************************************** EA1175 DESIGNATION - LUKE NCGS EA1175 PID - EA1175 EA1175 STATE/COUNTY- NC/JONES EA1175 USGS QUAD - MAYSVILLE (1994) EA1175 EA1175 *CURRENT SURVEY CONTROL EA1175 ___________________________________________________________________ EA1175* NAD 83(1986)- 34 54 41.84296(N) 077 13 53.10032(W) ADJUSTED EA1175* NAVD 88 - 12.050 (meters) 39.53 (feet) ADJUSTED EA1175 ___________________________________________________________________ EA1175 LAPLACE CORR- -2.57 (seconds) DEFLEC99 EA1175 GEOID HEIGHT- -37.19 (meters) GEOID99 EA1175 DYNAMIC HT - 12.038 (meters) 39.49 (feet) COMP EA1175 MODELED GRAV- 979,697.1 (mgal) NAVD 88 EA1175 EA1175 HORZ ORDER - SECOND EA1175 VERT ORDER - FIRST CLASS II EA1175 EA1175.The North Carolina/South Carolina HARNS have been completed but, EA1175.due to contractual restrictions, coordinates for these stations EA1175.will NOT be published in the near future. In the interim, the EA1175.published coordinates in North and South Carolina will not be EA1175.consistent with the Continuously Operating Reference Stations EA1175.(CORS). The HARN coordinates for these stations are available EA1175.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1175.Lapine(803-896-7700). EA1175. EA1175.In addition, the published North and South Carolina positions EA1175.(NAD 83 (1986)) are NOT consistent with those determined in EA1175.adjacent state readjustments. The discontinuity between stations EA1175.located in North or South Carolina and those in adjacent states EA1175.which have been adjusted to the HARN may be as much as 5 EA1175.decimeters. This will result in a significant loss of accuracy EA1175.over lines crossing such state borders. EA1175 EA1175 EA1175.The horizontal coordinates were established by classical geodetic methods EA1175.and adjusted by the National Geodetic Survey in July 1986. EA1175 EA1175.The orthometric height was determined by differential leveling EA1175.and adjusted by the National Geodetic Survey in June 1991. EA1175 EA1175.The Laplace correction was computed from DEFLEC99 derived deflections. EA1175 EA1175.The geoid height was determined by GEOID99. EA1175 EA1175.The dynamic height is computed by dividing the NAVD 88 EA1175.geopotential number by the normal gravity value computed on the EA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1175.degrees latitude (g = 980.6199 gals.). EA1175 EA1175.The modeled gravity was interpolated from observed gravity values. EA1175 EA1175; North East Units Scale Converg. EA1175;SPC NC - 130,298.776 771,199.034 MT 0.99989011 +1 01 14.8 EA1175;UTM 18 - 3,865,515.035 296,142.918 MT 1.00011222 -1 16 39.0 EA1175 EA1175: Primary Azimuth Mark Grid Az EA1175:SPC NC - FOURTH NCGS 177 57 41.0 EA1175:UTM 18 - FOURTH NCGS 180 15 34.8 EA1175 EA1175|---------------------------------------------------------------------| EA1175| PID Reference Object Distance Geod. Az | EA1175| dddmmss.s | EA1175| EA1176 FOURTH NCGS APPROX. 0.6 KM 1785855.8 | EA1175|---------------------------------------------------------------------| EA1175 EA1175 SUPERSEDED SURVEY CONTROL EA1175 EA1175 NAD 27 - 34 54 41.27243(N) 077 13 54.26394(W) AD( ) 2 EA1175 NGVD 29 - 12.3 (m) 40. (f) VERT ANG EA1175 EA1175.Superseded values are not recommended for survey control. EA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1175.See file dsdata.txt to determine how the superseded data were derived. EA1175 EA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9614365515(NAD 83) EA1175_MARKER: DE = TRAVERSE STATION DISK EA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1175_STAMPING: LUKE 1975 EA1175_PROJECTION: FLUSH EA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1175+STABILITY: SURFACE MOTION EA1175 EA1175 HISTORY - Date Condition Report By EA1175 HISTORY - 1975 MONUMENTED NCGS EA1175 HISTORY - 1979 GOOD NCGS EA1175 HISTORY - 19910906 GOOD USPSQD EA1175 HISTORY - 20030130 MARK NOT FOUND USPSQD EA1175 EA1175 STATION DESCRIPTION EA1175 EA1175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1175'LUKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1175'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1175' EA1175'LUKE IS LOCATED IN NORTH SECTION OF MAYSVILLE AND 12.5 MILES SSE EA1175'OF TRENTON. TO REACH STATION FROM INTERSECTION OF U.S. 17 WITH EA1175'NC 58 IN MAYSVILLE, PROCEED NORTH ALONG U.S. 17 FOR 0.75 MILE TO EA1175'ST. LUKE AME ZION CHURCH AND STATION ON RIGHT AT EAST EDGE OF EA1175'AN OLD PAVED ROAD. EA1175' EA1175'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1175'LUKE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1175'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1175' EA1175'MARK IS 82.8 FT E OF C/L OF U.S. 17. EA1175' EA1175'9.5 FT E OF C/L OF OLD PAVED ROAD. EA1175' EA1175'21.5 FT W OF PP WITH ALUMINUM REF. TAG. EA1175' EA1175'57.4 FT SW OF SW CORNER OF CHURCH EA1175' EA1175'39.9 FT S OF S END OF CHURCH INFORMATION SIGN. EA1175' EA1175'68.4 FT S OF 18 INCH GUM EA1175 EA1175 STATION RECOVERY (1979) EA1175 EA1175'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1175'IN MAYSVILLE. EA1175'0.7 MILE NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN EA1175'MAYSVILLE, AT SAINT LUKE AME ZION CHURCH AT EAST EDGE OF OLD EA1175'PAVED ROAD, 82.8 FEET EAST OF CENTERLINE OF HIGHWAY, 9.5 FEET EA1175'EAST OF CENTERLINE OF OLD PAVED ROAD, 21.5 FEET WEST OF POWER EA1175'POLE WITH REFERENCE TAG, 57.4 FEET SOUTHWEST OF SOUTHWEST CORNER EA1175'OF CHURCH, 39.9 FEET SOUTH OF SOUTH END OF CHURCH SIGN AND 68.4 EA1175'FEET SOUTH OF 18 INCH GUM. EA1175'THE MARK IS ABOVE LEVEL WITH ROAD. EA1175 EA1175 STATION RECOVERY (1991) EA1175 EA1175'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA1175'RECOVERED IN GOOD CONDITION. EA1175 EA1175 STATION RECOVERY (2003) EA1175 EA1175'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1175'FOUND REFERENCE MARKS ON PP AND A HOLE IN THE GROUND. NO DISK 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1177 *********************************************************************** EA1177 DESIGNATION - MAYSVILLE NCGS EA1177 PID - EA1177 EA1177 STATE/COUNTY- NC/JONES EA1177 USGS QUAD - MAYSVILLE (1994) EA1177 EA1177 *CURRENT SURVEY CONTROL EA1177 ___________________________________________________________________ EA1177* NAD 83(1986)- 34 54 05.44563(N) 077 13 54.11294(W) ADJUSTED EA1177* NAVD 88 - 11.864 (meters) 38.92 (feet) ADJUSTED EA1177 ___________________________________________________________________ EA1177 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EA1177 GEOID HEIGHT- -37.19 (meters) GEOID99 EA1177 DYNAMIC HT - 11.853 (meters) 38.89 (feet) COMP EA1177 MODELED GRAV- 979,697.4 (mgal) NAVD 88 EA1177 EA1177 HORZ ORDER - SECOND EA1177 VERT ORDER - FIRST CLASS II EA1177 EA1177.The North Carolina/South Carolina HARNS have been completed but, EA1177.due to contractual restrictions, coordinates for these stations EA1177.will NOT be published in the near future. In the interim, the EA1177.published coordinates in North and South Carolina will not be EA1177.consistent with the Continuously Operating Reference Stations EA1177.(CORS). The HARN coordinates for these stations are available EA1177.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1177.Lapine(803-896-7700). EA1177. EA1177.In addition, the published North and South Carolina positions EA1177.(NAD 83 (1986)) are NOT consistent with those determined in EA1177.adjacent state readjustments. The discontinuity between stations EA1177.located in North or South Carolina and those in adjacent states EA1177.which have been adjusted to the HARN may be as much as 5 EA1177.decimeters. This will result in a significant loss of accuracy EA1177.over lines crossing such state borders. EA1177 EA1177 EA1177.The horizontal coordinates were established by classical geodetic methods EA1177.and adjusted by the National Geodetic Survey in July 1986. EA1177 EA1177.The orthometric height was determined by differential leveling EA1177.and adjusted by the National Geodetic Survey in June 1991. EA1177 EA1177.The Laplace correction was computed from DEFLEC99 derived deflections. EA1177 EA1177.The geoid height was determined by GEOID99. EA1177 EA1177.The dynamic height is computed by dividing the NAVD 88 EA1177.geopotential number by the normal gravity value computed on the EA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1177.degrees latitude (g = 980.6199 gals.). EA1177 EA1177.The modeled gravity was interpolated from observed gravity values. EA1177 EA1177; North East Units Scale Converg. EA1177;SPC NC - 129,176.986 771,193.312 MT 0.99989116 +1 01 14.2 EA1177;UTM 18 - 3,864,394.128 296,092.207 MT 1.00011247 -1 16 38.4 EA1177 EA1177: Primary Azimuth Mark Grid Az EA1177:SPC NC - FOURTH NCGS 002 35 44.1 EA1177:UTM 18 - FOURTH NCGS 004 53 36.7 EA1177 EA1177|---------------------------------------------------------------------| EA1177| PID Reference Object Distance Geod. Az | EA1177| dddmmss.s | EA1177| EA1176 FOURTH NCGS APPROX. 0.6 KM 0033658.3 | EA1177| EA1178 CHEVY 1975 NCGS 420.274 METERS 1791538.9 | EA1177|---------------------------------------------------------------------| EA1177 EA1177 SUPERSEDED SURVEY CONTROL EA1177 EA1177 NAD 27 - 34 54 04.87511(N) 077 13 55.27672(W) AD( ) 2 EA1177 NGVD 29 - 12.2 (m) 40. (f) VERT ANG EA1177 EA1177.Superseded values are not recommended for survey control. EA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1177.See file dsdata.txt to determine how the superseded data were derived. EA1177 EA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9609264394(NAD 83) EA1177_MARKER: DE = TRAVERSE STATION DISK EA1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1177_STAMPING: MAYSVILLE 1975 EA1177_MARK LOGO: NCGS EA1177_PROJECTION: RECESSED 3 CENTIMETERS EA1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1177+STABILITY: SURFACE MOTION EA1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1177+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003 EA1177 EA1177 HISTORY - Date Condition Report By EA1177 HISTORY - 1975 MONUMENTED NCGS EA1177 HISTORY - 1979 GOOD NCGS EA1177 HISTORY - 1981 GOOD NCGS EA1177 HISTORY - 19860826 GOOD USPSQD EA1177 HISTORY - 19870401 GOOD USPSQD EA1177 HISTORY - 19910824 GOOD USPSQD EA1177 HISTORY - 20030130 GOOD USPSQD EA1177 EA1177 STATION DESCRIPTION EA1177 EA1177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1177'MAYSVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1177'IN THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1177' EA1177'MAYSVILLE IS LOCATED IN DOWNTOWN MAYSVILLE AND 13.2 MILES SSE EA1177'OF TRENTON. STATION IS AT THE INTERSECTION OF U.S. 17 AND NC 58, EA1177'IN THE NORTHWEST QUADRANT OF INTERSECTION OF MAIN STREET AND EA1177'EIGHTH STREET. EA1177' EA1177'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1177'MAYSVILLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA1177'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1177' EA1177'MARK IS 27.8 FT W OF C/L OF U.S. 17 (MAIN ST.) EA1177' EA1177'35.0 FT N OF C/L OF 8TH STREET. EA1177' EA1177'7.0 FT NE OF FIRE HYDRANT. EA1177' EA1177'10.1 FT NE OF PP WITH ALUMINUM REF. TAG. EA1177' EA1177'48.0 FT S OF 25 INCH OAK WITH ALUMINUM REF. TAG. EA1177' EA1177'33.1 FT SE OF SE CORNER OF HOUSE. EA1177 EA1177 STATION RECOVERY (1979) EA1177 EA1177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1177'IN MAYSVILLE. EA1177'IN THE NORTHWEST QUADRANT OF THE JUNCTION OF U.S. 17 (MAIN STREET) EA1177'WITH N.C. 58 (EIGHTH STREET) IN MAYSVILLE, 27.8 FEET WEST OF EA1177'CENTERLINE OF HIGHWAY, 35.0 FEET NORTH OF CENTERLINE OF STREET, EA1177'7.0 FEET NORTHEAST OF A FIRE HYDRANT, 10.1 FEET NORTHEAST OF A EA1177'POWER POLE WITH REFERENCE TAG, 48.0 FEET SOUTH OF A 25 INCH OAK EA1177'WITH REFERENCE TAG AND 33.1 FEET SOUTHEAST OF SOUTHEAST CORNER OF EA1177'HOUSE. EA1177'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1177 EA1177 STATION RECOVERY (1981) EA1177 EA1177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1986) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1987) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1991) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (2003) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY2587 *********************************************************************** EY2587 CBN - This is a Cooperative Base Network Control Station. EY2587 DESIGNATION - STROUD EY2587 PID - EY2587 EY2587 STATE/COUNTY- NC/JONES EY2587 USGS QUAD - COMFORT (1980) EY2587 EY2587 *CURRENT SURVEY CONTROL EY2587 ___________________________________________________________________ EY2587* NAD 83(1986)- 35 00 17.06877(N) 077 31 30.27148(W) ADJUSTED EY2587* NAVD 88 - 18.9 (meters) 62. (feet) GPS OBS EY2587 ___________________________________________________________________ EY2587 LAPLACE CORR- -2.91 (seconds) DEFLEC99 EY2587 GEOID HEIGHT- -36.66 (meters) GEOID99 EY2587 EY2587 HORZ ORDER - FIRST EY2587 EY2587.The North Carolina/South Carolina HARNS have been completed but, EY2587.due to contractual restrictions, coordinates for these stations EY2587.will NOT be published in the near future. In the interim, the EY2587.published coordinates in North and South Carolina will not be EY2587.consistent with the Continuously Operating Reference Stations EY2587.(CORS). The HARN coordinates for these stations are available EY2587.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2587.Lapine(803-896-7700). EY2587. EY2587.In addition, the published North and South Carolina positions EY2587.(NAD 83 (1986)) are NOT consistent with those determined in EY2587.adjacent state readjustments. The discontinuity between stations EY2587.located in North or South Carolina and those in adjacent states EY2587.which have been adjusted to the HARN may be as much as 5 EY2587.decimeters. This will result in a significant loss of accuracy EY2587.over lines crossing such state borders. EY2587 EY2587 EY2587.The horizontal coordinates were established by GPS observations EY2587.and adjusted by the National Geodetic Survey in July 1986. EY2587 EY2587.The orthometric height was determined by GPS observations and a EY2587.high-resolution geoid model. EY2587 EY2587.The Laplace correction was computed from DEFLEC99 derived deflections. EY2587 EY2587.The geoid height was determined by GEOID99. EY2587 EY2587; North East Units Scale Converg. EY2587;SPC NC - 140,188.629 744,215.757 MT 0.99988183 +0 51 04.6 EY2587;UTM 18 - 3,876,482.722 269,570.271 MT 1.00025446 -1 26 56.9 EY2587 EY2587: Primary Azimuth Mark Grid Az EY2587:SPC NC - PHILYAW NCGS 1975 088 12 12.0 EY2587:UTM 18 - PHILYAW NCGS 1975 090 30 13.5 EY2587 EY2587|---------------------------------------------------------------------| EY2587| PID Reference Object Distance Geod. Az | EY2587| dddmmss.s | EY2587| EY2586 PHILYAW NCGS 1975 APPROX. 1.0 KM 0890316.6 | EY2587|---------------------------------------------------------------------| EY2587 EY2587 SUPERSEDED SURVEY CONTROL EY2587 EY2587 NAD 27 - 35 00 16.48686(N) 077 31 31.39485(W) AD( ) 2 EY2587 NGVD 29 - 19.2 (m) 63. (f) VERT ANG EY2587 EY2587.Superseded values are not recommended for survey control. EY2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2587.See file dsdata.txt to determine how the superseded data were derived. EY2587 EY2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6957076483(NAD 83) EY2587_MARKER: DE = TRAVERSE STATION DISK EY2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2587_STAMPING: STROUD 1975 EY2587_MARK LOGO: NCGS EY2587_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2587+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1993 EY2587 EY2587 HISTORY - Date Condition Report By EY2587 HISTORY - 1975 MONUMENTED NCGS EY2587 HISTORY - 1981 MARK NOT FOUND NC2450 EY2587 HISTORY - 19931117 GOOD NCGS EY2587 EY2587 STATION DESCRIPTION EY2587 EY2587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2587'STROUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2587'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2587' EY2587'STROUD IS LOCATED APPROXIMATELY 7.3 MILES NORTH OF RICHLANDS, AND EY2587'10.5 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2587'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2587'ALONG NC 41 FOR 6.7 MILES TO STATION ON LEFT, AT A PP IN NW EY2587'QUADRANT OF INTERSECTION WITH A DIRT ROAD NORTH, AND 1.55 MILES EY2587'WEST OF Y-INTERSECTION WITH SR 1003 IN COMFORT. EY2587' EY2587'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2587'STROUD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2587'WHICH IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. EY2587' EY2587'MARK IS 44.5 FT N OF C/L OF NC 41 EY2587' EY2587'28.2 FT W OF C/L OF DIRT ROAD EY2587' EY2587'6.9 FT SW OF PP WITH ALUMINUM REF. TAG EY2587' EY2587'18.0 FT NW OF 36 IN CULVERT EY2587' EY2587'83.6 FT NW OF 15 IN TWIN PINE TREE WITH ALUMINUM REF. TAG EY2587 EY2587 STATION RECOVERY (1981) EY2587 EY2587'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS) EY2587'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EY2587 EY2587 STATION RECOVERY (1993) EY2587 EY2587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY2587'STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF RICHLANDS, AND 10.5 EY2587'MI (16.9 KM) WEST-SOUTHWEST OF TRENTON. ALONG NC 41 FOR 6.7 MI (10.8 EY2587'KM) EAST FROM US 258 AT HARGETTS STORE CROSSROADS, ON THE LEFT AT A EY2587'POWER POLE, IN THE NORTHWEST QUADRANT OF INTERSECTION WITH A DIRT EY2587'ROAD-NORTH, OR 1.55 MI (2.49 KM) WEST FROM A Y-INTERSECTION WITH SR EY2587'1003-IN COMFORT. MARK IS RECESSED 29 INCHES UNDER SPOIL PILE FROM ROAD EY2587'DITCHES. LOCATED 44.5 FT (13.6 M) NORTH OF THE CENTERLINE OF NC 41, 30 EY2587'FT (9.1 M) WEST OF THE CENTERLINE OF DIRT ROAD, 7.4 FT (2.3 M) EY2587'SOUTH-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG, 18.0 FT (5.5 M) EY2587'NORTHWEST OF A 24-INCH CULVERT, 83.6 FT (25.5 M) NORTH-NORTHWEST OF A EY2587'15-INCH TWIN PINE WITH REFERENCE TAG.