1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EA0109 *********************************************************************** EA0109 DESIGNATION - 4.6 USE EA0109 PID - EA0109 EA0109 STATE/COUNTY- NC/CARTERET EA0109 USGS QUAD - BEAUFORT (1987) EA0109 EA0109 *CURRENT SURVEY CONTROL EA0109 ___________________________________________________________________ EA0109* NAD 83(1986)- 34 43 14. (N) 076 41 39. (W) SCALED EA0109* NAVD 88 - 1.097 (meters) 3.60 (feet) ADJUSTED EA0109 ___________________________________________________________________ EA0109 GEOID HEIGHT- -37.46 (meters) GEOID99 EA0109 DYNAMIC HT - 1.096 (meters) 3.60 (feet) COMP EA0109 MODELED GRAV- 979,712.5 (mgal) NAVD 88 EA0109 EA0109 VERT ORDER - FIRST CLASS I EA0109 EA0109.The horizontal coordinates were scaled from a topographic map and have EA0109.an estimated accuracy of +/- 6 seconds. EA0109 EA0109.The orthometric height was determined by differential leveling EA0109.and adjusted by the National Geodetic Survey in June 1991. EA0109 EA0109.The geoid height was determined by GEOID99. EA0109 EA0109.The dynamic height is computed by dividing the NAVD 88 EA0109.geopotential number by the normal gravity value computed on the EA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0109.degrees latitude (g = 980.6199 gals.). EA0109 EA0109.The modeled gravity was interpolated from observed gravity values. EA0109 EA0109; North East Units Estimated Accuracy EA0109;SPC NC - 110,120. 820,770. MT (+/- 180 meters Scaled) EA0109 EA0109 SUPERSEDED SURVEY CONTROL EA0109 EA0109 NGVD 29 - 1.391 (m) 4.56 (f) ADJ UNCH 1 1 EA0109 EA0109.Superseded values are not recommended for survey control. EA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0109.See file dsdata.txt to determine how the superseded data were derived. EA0109 EA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD448433(NAD 83) EA0109_MARKER: DD = SURVEY DISK EA0109_SETTING: 36 = BRIDGE EA0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0109+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002 EA0109 EA0109 HISTORY - Date Condition Report By EA0109 HISTORY - UNK MONUMENTED DOD EA0109 HISTORY - 1963 GOOD NGS EA0109 HISTORY - 19960513 MARK NOT FOUND USPSQD EA0109 HISTORY - 20021102 GOOD USPSQD EA0109 EA0109 STATION DESCRIPTION EA0109 EA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0109'1.0 MI E FROM MOREHEAD CITY. EA0109'1.0 MILE EAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT EA0109'MOREHEAD CITY, AT HIGHWAY BRIDGE OVER NEWPORT RIVER, IN THE SOUTH EA0109'END OF WEST BRIDGE SEAT, 16 1/2 FEET SOUTH OF CENTERLINE OF EA0109'HIGHWAY, 5 FEET SOUTH OF SOUTH EDGE OF BRIDGE. EA0109 EA0109 STATION RECOVERY (1996) EA0109 EA0109'RECOVERY NOTE BY US POWER SQUADRON 1996 EA0109'MARK NOT FOUND. EA0109 EA0109 STATION RECOVERY (2002) EA0109 EA0109'RECOVERY NOTE BY US POWER SQUADRON 2002 (PFM) EA0109'DESIGNATION 4.6 USE. STAMPING ON DISK NO. 15 1967.LOC VERIFIED WITH EA0109'GARMIN GPSMAP 168 SN 98108357, HDOP 1.0, 10 SATALITES, WAAS, 15 FEET EA0109'EPE N34 43.233, W076 41.854 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EA1498 *********************************************************************** EA1498 DESIGNATION - CAR 35 EA1498 PID - EA1498 EA1498 STATE/COUNTY- NC/CARTERET EA1498 USGS QUAD - SWANSBORO (1994) EA1498 EA1498 *CURRENT SURVEY CONTROL EA1498 ___________________________________________________________________ EA1498* NAD 83(1986)- 34 40 55.52792(N) 077 06 43.75969(W) ADJUSTED EA1498* NAVD 88 - 2.463 (meters) 8.08 (feet) ADJUSTED EA1498 ___________________________________________________________________ EA1498 LAPLACE CORR- -0.74 (seconds) DEFLEC99 EA1498 GEOID HEIGHT- -37.12 (meters) GEOID99 EA1498 DYNAMIC HT - 2.461 (meters) 8.07 (feet) COMP EA1498 MODELED GRAV- 979,706.6 (mgal) NAVD 88 EA1498 EA1498 HORZ ORDER - SECOND EA1498 VERT ORDER - FIRST CLASS II EA1498 EA1498.The North Carolina/South Carolina HARNS have been completed but, EA1498.due to contractual restrictions, coordinates for these stations EA1498.will NOT be published in the near future. In the interim, the EA1498.published coordinates in North and South Carolina will not be EA1498.consistent with the Continuously Operating Reference Stations EA1498.(CORS). The HARN coordinates for these stations are available EA1498.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1498.Lapine(803-896-7700). EA1498. EA1498.In addition, the published North and South Carolina positions EA1498.(NAD 83 (1986)) are NOT consistent with those determined in EA1498.adjacent state readjustments. The discontinuity between stations EA1498.located in North or South Carolina and those in adjacent states EA1498.which have been adjusted to the HARN may be as much as 5 EA1498.decimeters. This will result in a significant loss of accuracy EA1498.over lines crossing such state borders. EA1498 EA1498 EA1498.The horizontal coordinates were established by classical geodetic methods EA1498.and adjusted by the National Geodetic Survey in April 1997. EA1498 EA1498.The orthometric height was determined by differential leveling EA1498.and adjusted by the National Geodetic Survey in June 1991. EA1498 EA1498.The Laplace correction was computed from DEFLEC99 derived deflections. EA1498 EA1498.The geoid height was determined by GEOID99. EA1498 EA1498.The dynamic height is computed by dividing the NAVD 88 EA1498.geopotential number by the normal gravity value computed on the EA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1498.degrees latitude (g = 980.6199 gals.). EA1498 EA1498.The modeled gravity was interpolated from observed gravity values. EA1498 EA1498; North East Units Scale Converg. EA1498;SPC NC - 105,042.941 782,578.996 MT 0.99992168 +1 05 22.6 EA1498;UTM 18 - 3,839,819.074 306,504.279 MT 1.00006149 -1 12 08.1 EA1498 EA1498 SUPERSEDED SURVEY CONTROL EA1498 EA1498.No superseded survey control is available for this station. EA1498 EA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0650439819(NAD 83) EA1498_MARKER: DB = BENCH MARK DISK EA1498_SETTING: 32 = CONCRETE WHEELGUARD EA1498_STAMPING: CAR 35 1982 EA1498_MARK LOGO: NCGS EA1498_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EA1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1498+STABILITY: SURFACE MOTION EA1498 EA1498 HISTORY - Date Condition Report By EA1498 HISTORY - 1982 MONUMENTED NCGS EA1498 HISTORY - 19820315 GOOD NCGS EA1498 HISTORY - 19860826 GOOD USPSQD EA1498 HISTORY - 20021114 MARK NOT FOUND USPSQD EA1498 EA1498 STATION DESCRIPTION EA1498 EA1498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1498'0.7 MI SE FROM SWANSBORO. EA1498'AT SOUTHEAST END OF NC 24 BRIDGE OVER EAST CHANNEL OF WHITE OAK RIVER, EA1498'IN SIDEWALK (WHEELGUARD) ADJACENT TO SOUTHEAST BRIDGE RAIL, 16.0 FEET EA1498'SOUTHWEST OF CENTERLINE OF HIGHWAY, 1.0 FEET NORTHWEST OF SOUTHEAST EA1498'END OF WALKWAY. EA1498'THE MARK IS 1.0 FT ABOVE HIGHWAY. EA1498 EA1498 STATION RECOVERY (1982) EA1498 EA1498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1498'RECOVERED AS DESCRIBED. EA1498 EA1498 STATION RECOVERY (1986) EA1498 EA1498'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1498'RECOVERED IN GOOD CONDITION. EA1498 EA1498 STATION RECOVERY (2002) EA1498 EA1498'RECOVERY NOTE BY US POWER SQUADRON 2002 (FS) EA1498'NEW BRIDGE OVER WHITE OAK RIVER. HAS BEEN WIDENED. NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EA1510 *********************************************************************** EA1510 TIDAL BM - This is a Tidal Bench Mark. EA1510 DESIGNATION - CAR 52 NCGS EA1510 PID - EA1510 EA1510 STATE/COUNTY- NC/CARTERET EA1510 USGS QUAD - HARKERS ISLAND (1983) EA1510 EA1510 *CURRENT SURVEY CONTROL EA1510 ___________________________________________________________________ EA1510* NAD 83(1986)- 34 42 34. (N) 076 37 20. (W) SCALED EA1510* NAVD 88 - 1.311 (meters) 4.30 (feet) ADJUSTED EA1510 ___________________________________________________________________ EA1510 GEOID HEIGHT- -37.50 (meters) GEOID99 EA1510 DYNAMIC HT - 1.310 (meters) 4.30 (feet) COMP EA1510 MODELED GRAV- 979,719.1 (mgal) NAVD 88 EA1510 EA1510 VERT ORDER - SECOND CLASS II EA1510 EA1510.The horizontal coordinates were scaled from a topographic map and have EA1510.an estimated accuracy of +/- 6 seconds. EA1510 EA1510.The orthometric height was determined by differential leveling EA1510.and adjusted by the National Geodetic Survey in June 1991. EA1510 EA1510.This Tidal Bench Mark is designated as VM 13405 EA1510.by the Center for Operational Oceanographic Products and Services. EA1510 EA1510.The geoid height was determined by GEOID99. EA1510 EA1510.The dynamic height is computed by dividing the NAVD 88 EA1510.geopotential number by the normal gravity value computed on the EA1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1510.degrees latitude (g = 980.6199 gals.). EA1510 EA1510.The modeled gravity was interpolated from observed gravity values. EA1510 EA1510; North East Units Estimated Accuracy EA1510;SPC NC - 109,040. 827,390. MT (+/- 180 meters Scaled) EA1510 EA1510 SUPERSEDED SURVEY CONTROL EA1510 EA1510.No superseded survey control is available for this station. EA1510 EA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD514420(NAD 83) EA1510_MARKER: DB = BENCH MARK DISK EA1510_SETTING: 34 = GAS PUMP BASE EA1510_STAMPING: CAR 52 1982 EA1510_MARK LOGO: NCGS EA1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1510+STABILITY: SURFACE MOTION EA1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1510+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002 EA1510 EA1510 HISTORY - Date Condition Report By EA1510 HISTORY - 1982 MONUMENTED NCGS EA1510 HISTORY - 19890617 GOOD USPSQD EA1510 HISTORY - 20021113 GOOD USPSQD EA1510 EA1510 STATION DESCRIPTION EA1510 EA1510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1510'2.0 MI EAST FROM BEAUFORT. EA1510'2.0 MILES EAST ALONG SR 1310 (MULLBERRY STREET) OF JUNCTION WITH US 70 EA1510'(LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL TO SR 1386 (NORTH), IN EA1510'NORTHWEST QUADRANT OF T-INTERSECTION IN A ABANDONED GAS PUMP BASE, EA1510'47.0 FEET NORTH OF CENTERLINE OF SR 1310, 57.0 FEET WEST OF CENTERLINE EA1510'SR 1386, 25.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF STORE BUILDING EA1510'(ABANDONED), 25.1 FEET SOUTHEAST OF SOUTHWEST CORNER OF STORE EA1510'BUILDING, AND 32.5 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG. EA1510'THE MARK IS 1.0 FT ABOVE INTERSECTION. EA1510 EA1510 STATION RECOVERY (1989) EA1510 EA1510'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EA1510'RECOVERED IN GOOD CONDITION. EA1510 EA1510 STATION RECOVERY (2002) EA1510 EA1510'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EA1510'SR1310 WAS RENAMED FROM MULBERRY ST TO LENNOXVILLE RD. SR1386 IS EA1510'LEWISTOWN RD. POWER POLE IS NEW WITHOUT REFERENCE MARK. ABANDONED BLDG EA1510'WAS THE POINT GROCERY.