1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0197 *********************************************************************** EA0197 TIDAL BM - This is a Tidal Bench Mark. EA0197 DESIGNATION - 296 USE EA0197 PID - EA0197 EA0197 STATE/COUNTY- NC/CARTERET EA0197 USGS QUAD - CAPE LOOKOUT (1951) EA0197 EA0197 *CURRENT SURVEY CONTROL EA0197 ___________________________________________________________________ EA0197* NAD 83(1986)- 34 36 08.79215(N) 076 32 30.11426(W) ADJUSTED EA0197* NAVD 88 - 3.767 (meters) 12.36 (feet) ADJUSTED EA0197 ___________________________________________________________________ EA0197 LAPLACE CORR- -1.83 (seconds) DEFLEC99 EA0197 GEOID HEIGHT- -37.60 (meters) GEOID99 EA0197 DYNAMIC HT - 3.764 (meters) 12.35 (feet) COMP EA0197 MODELED GRAV- 979,710.5 (mgal) NAVD 88 EA0197 EA0197 HORZ ORDER - THIRD EA0197 VERT ORDER - SECOND CLASS 0 EA0197 EA0197.The North Carolina/South Carolina HARNS have been completed but, EA0197.due to contractual restrictions, coordinates for these stations EA0197.will NOT be published in the near future. In the interim, the EA0197.published coordinates in North and South Carolina will not be EA0197.consistent with the Continuously Operating Reference Stations EA0197.(CORS). The HARN coordinates for these stations are available EA0197.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0197.Lapine(803-896-7700). EA0197. EA0197.In addition, the published North and South Carolina positions EA0197.(NAD 83 (1986)) are NOT consistent with those determined in EA0197.adjacent state readjustments. The discontinuity between stations EA0197.located in North or South Carolina and those in adjacent states EA0197.which have been adjusted to the HARN may be as much as 5 EA0197.decimeters. This will result in a significant loss of accuracy EA0197.over lines crossing such state borders. EA0197 EA0197 EA0197.The horizontal coordinates were established by classical geodetic methods EA0197.and adjusted by the National Geodetic Survey in July 1986. EA0197 EA0197.The orthometric height was determined by differential leveling EA0197.and adjusted by the National Geodetic Survey in June 1991. EA0197 EA0197.This Tidal Bench Mark is designated as VM 3569 EA0197.by the Center for Operational Oceanographic Products and Services. EA0197 EA0197.The Laplace correction was computed from DEFLEC99 derived deflections. EA0197 EA0197.The geoid height was determined by GEOID99. EA0197 EA0197.The dynamic height is computed by dividing the NAVD 88 EA0197.geopotential number by the normal gravity value computed on the EA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0197.degrees latitude (g = 980.6199 gals.). EA0197 EA0197.The modeled gravity was interpolated from observed gravity values. EA0197 EA0197; North East Units Scale Converg. EA0197;SPC NC - 97,354.691 835,057.663 MT 0.99993634 +1 25 07.9 EA0197;UTM 18 - 3,830,037.078 358,634.329 MT 0.99984632 -0 52 32.3 EA0197 EA0197 SUPERSEDED SURVEY CONTROL EA0197 EA0197 NAD 27 - 34 36 08.19713(N) 076 32 31.39653(W) AD( ) 3 EA0197 NGVD 29 - 4.112 (m) 13.49 (f) ADJ UNCH 2 0 EA0197 EA0197.Superseded values are not recommended for survey control. EA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0197.See file dsdata.txt to determine how the superseded data were derived. EA0197 EA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5863430037(NAD 83) EA0197_MARKER: DD = SURVEY DISK EA0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0197_STAMPING: COAST ARTILLERY TOWER CENTER SCR 296 1942 EA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0197+STABILITY: SURFACE MOTION EA0197 EA0197 HISTORY - Date Condition Report By EA0197 HISTORY - 1943 MONUMENTED CGS EA0197 HISTORY - 1960 GOOD NGS EA0197 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0197 EA0197 STATION DESCRIPTION EA0197 EA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA0197'THE STATION IS LOCATED ON CORE BANK ABOUT 250 YD. E OF THE MOST EA0197'W POINT OF CORE BANK AND CAPE LOOKOUT, AND ABOUT 0.75 MI. N-NW EA0197'OF THE S TIP OF CAPE LOOKOUT, AND 1.5 MI. S-SW OF CAPE LOOKOUT EA0197'LIGHTHOUSE. THE MARK IS ON A SAND MOUND ABOUT 8 FT. ABOVE THE EA0197'LEVEL AREA TO THE N. EA0197' EA0197'A 110-FT. SKELETON STEEL STRUCTURE, WITH A TANK-LIKE STRUCTURE EA0197'AT THE TOP, HAS BEEN ERECTED OVER THE MARK BY THE ARMY. THIS EA0197'IS A PERMANENT STRUCTURE. THE STATION IS MARKED BY A BRONZE EA0197'DISK, INSCRIBED HARBOR DEFENSES OF BEAUFORT INLET AND STAMPED EA0197'SCR 296 1942. THE STATION MARK IS NOT THE CENTER OF THE DISK, EA0197'BUT IS A CROSS SCRATCHED ON THE DISK. EA0197' EA0197'THERE ARE NO REFERENCE MARKS. EA0197' EA0197'THE STATION WAS OCCUPIED ONLY FOR TRAVERSE MEASUREMENTS. EA0197' EA0197'THIS IS AN INTERSECTION STATION. EA0197 EA0197 STATION RECOVERY (1960) EA0197 EA0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 EA0197'AT CAPE LOOKOUT. EA0197'AT CAPE LOOKOUT, ON CORE BANKS, ABOUT 0.1 MILE WEST OVER SAND EA0197'DUNES FROM COAST GUARD STATION, ABOUT 150 YARDS SOUTHWEST OF EA0197'SOUTHWEST END OF CONCRETE ROAD LEADING TO THE COAST GUARD DOCKS, EA0197'ON THE TOP OF A SAND DUNE, AND DIRECTLY BETWEEN FOUR CONCRETE EA0197'BLOCKS THAT ARE 6-INCHES SQUARE AND ALSO SET ON DUNE, AND SET IN EA0197'THE TOP OF A CONCRETE POST PROJECTING 1 INCH. STAMPED COAST EA0197'ARTILLERY TOWER CENTER SCR 296 1942. EA0197 EA0197 STATION RECOVERY (2003) EA0197 EA0197'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0197'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1987 *********************************************************************** EA1987 DESIGNATION - 3 A USE 1933 EA1987 PID - EA1987 EA1987 STATE/COUNTY- NC/CARTERET EA1987 USGS QUAD - MANSFIELD (1994) EA1987 EA1987 *CURRENT SURVEY CONTROL EA1987 ___________________________________________________________________ EA1987* NAD 83(1986)- 34 43 19.62912(N) 076 48 55.89986(W) ADJUSTED EA1987* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1987 ___________________________________________________________________ EA1987 LAPLACE CORR- -0.49 (seconds) DEFLEC99 EA1987 GEOID HEIGHT- -37.42 (meters) GEOID99 EA1987 EA1987 HORZ ORDER - THIRD EA1987 EA1987.The North Carolina/South Carolina HARNS have been completed but, EA1987.due to contractual restrictions, coordinates for these stations EA1987.will NOT be published in the near future. In the interim, the EA1987.published coordinates in North and South Carolina will not be EA1987.consistent with the Continuously Operating Reference Stations EA1987.(CORS). The HARN coordinates for these stations are available EA1987.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1987.Lapine(803-896-7700). EA1987. EA1987.In addition, the published North and South Carolina positions EA1987.(NAD 83 (1986)) are NOT consistent with those determined in EA1987.adjacent state readjustments. The discontinuity between stations EA1987.located in North or South Carolina and those in adjacent states EA1987.which have been adjusted to the HARN may be as much as 5 EA1987.decimeters. This will result in a significant loss of accuracy EA1987.over lines crossing such state borders. EA1987 EA1987 EA1987.The horizontal coordinates were established by classical geodetic methods EA1987.and adjusted by the National Geodetic Survey in July 1986. EA1987 EA1987.The orthometric height was scaled from a topographic map. EA1987 EA1987.The Laplace correction was computed from DEFLEC99 derived deflections. EA1987 EA1987.The geoid height was determined by GEOID99. EA1987 EA1987; North East Units Scale Converg. EA1987;SPC NC - 110,039.501 809,656.355 MT 0.99991503 +1 15 38.9 EA1987;UTM 18 - 3,843,728.339 333,762.119 MT 0.99994062 -1 02 03.7 EA1987 EA1987 SUPERSEDED SURVEY CONTROL EA1987 EA1987 NAD 27 - 34 43 19.04700(N) 076 48 57.11900(W) AD( ) 3 EA1987 EA1987.Superseded values are not recommended for survey control. EA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1987.See file dsdata.txt to determine how the superseded data were derived. EA1987 EA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3376243728(NAD 83) EA1987_MARKER: N = NAIL EA1987_SETTING: 0 = UNSPECIFIED SETTING EA1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1987 EA1987 HISTORY - Date Condition Report By EA1987 HISTORY - 1933 MONUMENTED USE EA1987 HISTORY - 1946 MARK NOT FOUND CGS EA1987 HISTORY - 1965 MARK NOT FOUND CGS EA1987 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1987 EA1987 STATION DESCRIPTION EA1987 EA1987'DESCRIBED BY US ENGINEERS 1933 (HO) EA1987'STATION IS A NAIL SET IN CEMENT IN THE TOP OF A 4-INCH VITRIFIED EA1987'CLAY TILE FILLED WITH CEMENT. TOP OF TILE PROJECTS 1 FOOT EA1987'ABOVE GROUND SURFACE. 212.00 1932 IS MARKED IN THE EA1987'CEMENT. STATION MARK IS LOCATED NEAR THE WESTERN END OF A LONG EA1987'IRREGULAR SHAPED SPOIL BANK, THE ONE FARTHEST W OF SEVERAL EA1987'SPOIL BANKS A FEW METERS S OF MAIN CHANNEL OF BOGUE SOUND. EA1987'SPOIL BANK IS BARE OF VEGETATION, COVERED WITH SHELLS, AND ABOUT EA1987'400 YARDS S OF MAINLAND. U.S.E. MARK IS 6.7 METERS S OF, EA1987'6.3 METERS N OF, AND 6.7 METERS E OF MEAN HIGH-WATER EA1987'LINE. ABOUT 600 YARDS ESE OF BEACON NO.3A. ABOUT 1/2 MILE SW EA1987'OF SPOONERS. MARK IS ON THE FIRST SPOIL BANK E OF EA1987'AND ABOUT 2/3 MILE FROM A LARGE 2-1/2 STORY WHITE HOUSE EA1987'WITH GREEN ROOF, ON THE MAINLAND. AND IS WSW OF VILLA HOTEL. EA1987'THE MAINLAND IS WOODED OPPOSITE THE U.S.E. MARK AND HAS EA1987'HIGH BLUFFS AT THE WATERS EDGE, N AND NE OF THE MARK. EA1987' EA1987'CONNECTION TO MAIN SCHEME TRIANGULATION MADE BY CUTS FROM EA1987'MAIN SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R. EA1987 EA1987 STATION RECOVERY (1946) EA1987 EA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1987'STATION WAS SEARCHED FOR BUT NOT RECOVERED. SPOIL BANKS SHOW EA1987'EVIDENCE OF SHIFTING AND WASHING. STATION IS LOST. EA1987 EA1987 STATION RECOVERY (1965) EA1987 EA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1987'LOST. A SEARCH WAS MADE AT ABOUT 1/2 TIDE AND NO SPOIL BANK EA1987'COULD BE FOUND IN THE AREA. THIS STATION ALSO REPORTED LOST IN EA1987'1946. EA1987 EA1987 STATION RECOVERY (2003) EA1987 EA1987'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1987'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1988 *********************************************************************** EA1988 DESIGNATION - 5 PLUS USE 1933 EA1988 PID - EA1988 EA1988 STATE/COUNTY- NC/CARTERET EA1988 USGS QUAD - MANSFIELD (1994) EA1988 EA1988 *CURRENT SURVEY CONTROL EA1988 ___________________________________________________________________ EA1988* NAD 83(1986)- 34 43 23.08651(N) 076 50 25.60696(W) ADJUSTED EA1988* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1988 ___________________________________________________________________ EA1988 LAPLACE CORR- -0.51 (seconds) DEFLEC99 EA1988 GEOID HEIGHT- -37.41 (meters) GEOID99 EA1988 EA1988 HORZ ORDER - THIRD EA1988 EA1988.The North Carolina/South Carolina HARNS have been completed but, EA1988.due to contractual restrictions, coordinates for these stations EA1988.will NOT be published in the near future. In the interim, the EA1988.published coordinates in North and South Carolina will not be EA1988.consistent with the Continuously Operating Reference Stations EA1988.(CORS). The HARN coordinates for these stations are available EA1988.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1988.Lapine(803-896-7700). EA1988. EA1988.In addition, the published North and South Carolina positions EA1988.(NAD 83 (1986)) are NOT consistent with those determined in EA1988.adjacent state readjustments. The discontinuity between stations EA1988.located in North or South Carolina and those in adjacent states EA1988.which have been adjusted to the HARN may be as much as 5 EA1988.decimeters. This will result in a significant loss of accuracy EA1988.over lines crossing such state borders. EA1988 EA1988 EA1988.The horizontal coordinates were established by classical geodetic methods EA1988.and adjusted by the National Geodetic Survey in July 1986. EA1988 EA1988.The orthometric height was scaled from a topographic map. EA1988 EA1988.The Laplace correction was computed from DEFLEC99 derived deflections. EA1988 EA1988.The geoid height was determined by GEOID99. EA1988 EA1988; North East Units Scale Converg. EA1988;SPC NC - 110,096.076 807,372.338 MT 0.99991487 +1 14 47.1 EA1988;UTM 18 - 3,843,876.340 331,482.130 MT 0.99995003 -1 02 54.9 EA1988 EA1988: Primary Azimuth Mark Grid Az EA1988:SPC NC - SPOONERS 083 47 06.6 EA1988:UTM 18 - SPOONERS 086 04 48.6 EA1988 EA1988|---------------------------------------------------------------------| EA1988| PID Reference Object Distance Geod. Az | EA1988| dddmmss.s | EA1988| EA1981 SPOONERS APPROX. 3.1 KM 0850153.7 | EA1988|---------------------------------------------------------------------| EA1988 EA1988 SUPERSEDED SURVEY CONTROL EA1988 EA1988 NAD 27 - 34 43 22.50000(N) 076 50 26.82000(W) AD( ) 3 EA1988 EA1988.Superseded values are not recommended for survey control. EA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1988.See file dsdata.txt to determine how the superseded data were derived. EA1988 EA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3148243876(NAD 83) EA1988_MARKER: N = NAIL EA1988_SETTING: 0 = UNSPECIFIED SETTING EA1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1988 EA1988 HISTORY - Date Condition Report By EA1988 HISTORY - 1933 MONUMENTED USE EA1988 HISTORY - 1946 MARK NOT FOUND CGS EA1988 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1988 EA1988 STATION DESCRIPTION EA1988 EA1988'DESCRIBED BY US ENGINEERS 1933 (HO) EA1988'STATION IS A NAIL SET IN CEMENT IN A 4-INCH VITRIFIED CLAY TILE EA1988'SET UPRIGHT IN THE GROUND AND FILLED WITH CEMENT. TILE PROJECTS EA1988'18 INCHES ABOVE GROUND SURFACE. MARK IS ON AN IRREGULAR EA1988'SHAPED, ISOLATED SPOIL BANK COVERED WITH SHELLS, BARE OF EA1988'VEGETATION, AND LOCATED A FEW METERS S OF THE MAIN CHANNEL OF EA1988'BOGUE SOUND. MARK IS 20 METERS W OF, 9 METERS N OF, EA1988'4 METERS E OF, AND 8.5 METERS S OF MEAN HIGH-WATER EA1988'LINE. APPROXIMATELY 300 YARDS WSW OF BEACON NO. 5. ABOUT 1/2 EA1988'MILE SSW OF MAINLAND WHICH IS WOODED OPPOSITE SPOIL BANK. EA1988'SSW OF A LARGE 2-STORY WHITE HOUSE (ON MAINLAND) HAVING 2 EA1988'SETS OF WHITE STEPS LEADING DOWN TO THE WATER FRONT. EA1988'THIS HOUSE HAS A ROCK SEAWALL S OF IT. MARK IS S AND SSE EA1988'OF A GROUP OF BUILDINGS ON THE MAINLAND, SEVERAL OF WHICH EA1988'ARE PAINTED RED. THERE IS A WATER TOWER AMONG THE GROUP OF EA1988'BUILDINGS. EA1988' EA1988'CONNECTION TO TRIANGULATION SCHEME MADE OF CUTS FROM MAIN EA1988'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R. EA1988 EA1988 STATION RECOVERY (1946) EA1988 EA1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1988'STATION WAS SEARCHED FOR BUT NOT RECOVERED. SPOIL BANKS IN EA1988'THE AREA SHOW SIGNS OF WASHING AND MOVING. STATION IS LOST. EA1988 EA1988 STATION RECOVERY (2003) EA1988 EA1988'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1988'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0104 *********************************************************************** EA0104 TIDAL BM - This is a Tidal Bench Mark. EA0104 DESIGNATION - 865 6501 TIDAL 10 EA0104 PID - EA0104 EA0104 STATE/COUNTY- NC/CARTERET EA0104 USGS QUAD - BEAUFORT (1987) EA0104 EA0104 *CURRENT SURVEY CONTROL EA0104 ___________________________________________________________________ EA0104* NAD 83(1986)- 34 43 06. (N) 076 40 06. (W) SCALED EA0104* NAVD 88 - 1.706 (meters) 5.60 (feet) ADJUSTED EA0104 ___________________________________________________________________ EA0104 GEOID HEIGHT- -37.47 (meters) GEOID99 EA0104 DYNAMIC HT - 1.704 (meters) 5.59 (feet) COMP EA0104 MODELED GRAV- 979,714.9 (mgal) NAVD 88 EA0104 EA0104 VERT ORDER - FIRST CLASS I EA0104 EA0104.The horizontal coordinates were scaled from a topographic map and have EA0104.an estimated accuracy of +/- 6 seconds. EA0104 EA0104.The orthometric height was determined by differential leveling EA0104.and adjusted by the National Geodetic Survey in June 1991. EA0104 EA0104.This Tidal Bench Mark is designated as VM 14945 EA0104.by the Center for Operational Oceanographic Products and Services. EA0104 EA0104.The geoid height was determined by GEOID99. EA0104 EA0104.The dynamic height is computed by dividing the NAVD 88 EA0104.geopotential number by the normal gravity value computed on the EA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0104.degrees latitude (g = 980.6199 gals.). EA0104 EA0104.The modeled gravity was interpolated from observed gravity values. EA0104 EA0104; North East Units Estimated Accuracy EA0104;SPC NC - 109,930. 823,140. MT (+/- 180 meters Scaled) EA0104 EA0104 SUPERSEDED SURVEY CONTROL EA0104 EA0104 NGVD 29 - 2.000 (m) 6.56 (f) ADJ UNCH 1 1 EA0104 EA0104.Superseded values are not recommended for survey control. EA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0104.See file dsdata.txt to determine how the superseded data were derived. EA0104 EA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD472430(NAD 83) EA0104_MARKER: DJ = TIDAL STATION DISK EA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0104+STABILITY: SURFACE MOTION EA0104 EA0104 HISTORY - Date Condition Report By EA0104 HISTORY - 1913 MONUMENTED CGS EA0104 HISTORY - 1963 GOOD CGS EA0104 HISTORY - 1982 MARK NOT FOUND NCGS EA0104 HISTORY - 19980531 MARK NOT FOUND USPSQD EA0104 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0104 EA0104 STATION DESCRIPTION EA0104 EA0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0104'AT BEAUFORT. EA0104'AT BEAUFORT, ALONG FRONT STREET, AT THE INTERSECTION OF ORANGE EA0104'STREET, IN THE NORTH CORNER OF THE INTERSECTION, NEAR THE SOUTH EA0104'CORNER OF YARD OF HOME OCCUPIED THIS DATE BY CAPTAIN ALONZO EA0104'THOMAS (EASTON HOUSE 1771), 20.9 FEET NORTHEAST OF THE NORTH EA0104'CURB OF FRONT STREET, 15.7 FEET NORTHWEST OF THE NORTHWEST CRUB EA0104'OF ORANGE STREET, 1 FOOT ABOVE THE LEVEL OF FRONT STREET, AND IS EA0104'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. UNSTAMPED. EA0104 EA0104 STATION RECOVERY (1982) EA0104 EA0104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0104'MARK NOT FOUND. EA0104 EA0104 STATION RECOVERY (1998) EA0104 EA0104'RECOVERY NOTE BY US POWER SQUADRON 1998 EA0104'MARK NOT FOUND. EA0104 EA0104 STATION RECOVERY (2003) EA0104 EA0104'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0104'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0179 *********************************************************************** EA0179 TIDAL BM - This is a Tidal Bench Mark. EA0179 DESIGNATION - 865 6590 TIDAL 5 EA0179 PID - EA0179 EA0179 STATE/COUNTY- NC/CARTERET EA0179 USGS QUAD - BEAUFORT (1987) EA0179 EA0179 *CURRENT SURVEY CONTROL EA0179 ___________________________________________________________________ EA0179* NAD 83(1986)- 34 41 53. (N) 076 42 42. (W) SCALED EA0179* NAVD 88 - 3.068 (meters) 10.07 (feet) ADJUSTED EA0179 ___________________________________________________________________ EA0179 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0179 DYNAMIC HT - 3.065 (meters) 10.06 (feet) COMP EA0179 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA0179 EA0179 VERT ORDER - SECOND CLASS 0 EA0179 EA0179.The horizontal coordinates were scaled from a topographic map and have EA0179.an estimated accuracy of +/- 6 seconds. EA0179 EA0179.The orthometric height was determined by differential leveling EA0179.and adjusted by the National Geodetic Survey in June 1991. EA0179 EA0179.This Tidal Bench Mark is designated as VM 3562 EA0179.by the Center for Operational Oceanographic Products and Services. EA0179 EA0179.The geoid height was determined by GEOID99. EA0179 EA0179.The dynamic height is computed by dividing the NAVD 88 EA0179.geopotential number by the normal gravity value computed on the EA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0179.degrees latitude (g = 980.6199 gals.). EA0179 EA0179.The modeled gravity was interpolated from observed gravity values. EA0179 EA0179; North East Units Estimated Accuracy EA0179;SPC NC - 107,590. 819,230. MT (+/- 180 meters Scaled) EA0179 EA0179 SUPERSEDED SURVEY CONTROL EA0179 EA0179 NGVD 29 - 3.39 (m) 11.1 (f) COMPUTED 2 0 EA0179 EA0179.Superseded values are not recommended for survey control. EA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0179.See file dsdata.txt to determine how the superseded data were derived. EA0179 EA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432408(NAD 83) EA0179_MARKER: DB = BENCH MARK DISK EA0179_SETTING: 30 = CONCRETE SLAB EA0179_STAMPING: NO 5 1963 EA0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0179 EA0179 HISTORY - Date Condition Report By EA0179 HISTORY - 1963 MONUMENTED CGS EA0179 HISTORY - 19890930 MARK NOT FOUND USPSQD EA0179 HISTORY - 19920511 MARK NOT FOUND NCGS EA0179 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0179 EA0179 STATION DESCRIPTION EA0179 EA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0179'1.6 MI E FROM ATLANTIC BEACH. EA0179'ABOUT 1.55 MILES EAST ALONG FORT MACON ROAD FROM THE JUNCTION EA0179'OF A BLACK TOP ROAD LEADING NORTH TO MOREHEAD CITY, THENCE EA0179'0.1 MILE SOUTH ALONG HENDERSON BLVD, SET ON THE TOP OF AN EA0179'18-BY-5-FOOT CONCRETE SLAB ON THE WEST SIDE OF A PINK SHINGLE EA0179'COTTAGE CALLED LOU DEE COTTAGE, ABOUT 550 FEET NORTH OF THE EA0179'NORTH END OF THE TRIPLE ESS FISHING PIER, 48 FEET EAST OF THE EA0179'CENTER LINE OF THE BLVD, 81 FEET SOUTH OF THE CENTER LINE OF EA0179'RALEIGH AVENUE, 15 FEET NORTH OF THE SOUTHWEST CORNER OF THE EA0179'COTTAGE, 1 FOOT WEST OF THE WEST SIDE OF THE BUILDING, 101 FEET EA0179'SOUTHEAST OF AND ACROSS THE BLVD FROM BENCH MARK R 163, AND ABOUT EA0179'LEVEL WITH THE BLVD. TIDAL STATION NO. 40A, ATLANTIC BEACH, EA0179'NORTH CAROLINA. EA0179 EA0179 STATION RECOVERY (1989) EA0179 EA0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0179'MARK NOT FOUND. EA0179 EA0179 STATION RECOVERY (1992) EA0179 EA0179'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0179'MARK HAS BEEN LOST--BUILDING AND SLAB ARE GONE. EA0179 EA0179 STATION RECOVERY (2003) EA0179 EA0179'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0179'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5138 *********************************************************************** AE5138 DESIGNATION - AKIN AE5138 PID - AE5138 AE5138 STATE/COUNTY- NC/CARTERET AE5138 USGS QUAD - MANSFIELD (1994) AE5138 AE5138 *CURRENT SURVEY CONTROL AE5138 ___________________________________________________________________ AE5138* NAD 83(1986)- 34 44 20.23041(N) 076 45 17.77417(W) ADJUSTED AE5138* NAVD 88 - 7.0 (meters) 23. (feet) VERT ANG AE5138 ___________________________________________________________________ AE5138 LAPLACE CORR- -0.39 (seconds) DEFLEC99 AE5138 GEOID HEIGHT- -37.45 (meters) GEOID99 AE5138 AE5138 HORZ ORDER - SECOND AE5138 AE5138.The North Carolina/South Carolina HARNS have been completed but, AE5138.due to contractual restrictions, coordinates for these stations AE5138.will NOT be published in the near future. In the interim, the AE5138.published coordinates in North and South Carolina will not be AE5138.consistent with the Continuously Operating Reference Stations AE5138.(CORS). The HARN coordinates for these stations are available AE5138.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5138.Lapine(803-896-7700). AE5138. AE5138.In addition, the published North and South Carolina positions AE5138.(NAD 83 (1986)) are NOT consistent with those determined in AE5138.adjacent state readjustments. The discontinuity between stations AE5138.located in North or South Carolina and those in adjacent states AE5138.which have been adjusted to the HARN may be as much as 5 AE5138.decimeters. This will result in a significant loss of accuracy AE5138.over lines crossing such state borders. AE5138 AE5138 AE5138.The horizontal coordinates were established by classical geodetic methods AE5138.and adjusted by the National Geodetic Survey in April 1997. AE5138 AE5138.The orthometric height was determined by vertical angle observations. AE5138 AE5138.The Laplace correction was computed from DEFLEC99 derived deflections. AE5138 AE5138.The geoid height was determined by GEOID99. AE5138 AE5138; North East Units Scale Converg. AE5138;SPC NC - 112,030.117 815,162.103 MT 0.99991238 +1 17 44.8 AE5138;UTM 18 - 3,845,496.853 339,343.269 MT 0.99991813 -1 00 00.9 AE5138 AE5138 SUPERSEDED SURVEY CONTROL AE5138 AE5138.No superseded survey control is available for this station. AE5138 AE5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3934345497(NAD 83) AE5138_MARKER: DH = HORIZONTAL CONTROL DISK AE5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5138_STAMPING: AKIN 1984 AE5138_MARK LOGO: NCGS AE5138_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5138+STABILITY: SURFACE MOTION AE5138 AE5138 HISTORY - Date Condition Report By AE5138 HISTORY - 1984 MONUMENTED NCGS AE5138 HISTORY - 20030426 MARK NOT FOUND USPSQD AE5138 AE5138 STATION DESCRIPTION AE5138 AE5138'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5138'STATION IS LOCATED ABOUT 2.58 KM (1.60 MI) NORTHWEST OF MOREHEAD AE5138'CITY.$ALONG SR 1177 (COUNTRY CLUB BOULEVARD) FOR 3.54 KM (2.20 MI) AE5138'EAST OF US 70 (NEAR THE JUNCTION WITH NC 24), OR 0.24 KM (0.15 MI) AE5138'EAST FROM SR 1602, AND IN THE SOUTHEAST CORNER OF THE NENPORT AE5138'RESIDENCE.$LOCATED 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE AE5138'ROAD, 24.8 M (81.4 FT) EAST OF THE CENTER OF A CONCRETE DRIVEWAY, 24.7 AE5138'M (81.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, AE5138'27.0 M (88.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, AND AE5138'29.1 M (95.5 FT) EAST-NORTHEAST OF BENCH MARK--CAR 48--. AE5138 AE5138 STATION RECOVERY (2003) AE5138 AE5138'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) AE5138'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1799 *********************************************************************** EA1799 DESIGNATION - B 2 BATTERY 7 1943 EA1799 PID - EA1799 EA1799 STATE/COUNTY- NC/CARTERET EA1799 USGS QUAD - BEAUFORT (1987) EA1799 EA1799 *CURRENT SURVEY CONTROL EA1799 ___________________________________________________________________ EA1799* NAD 83(1986)- 34 41 43.38068(N) 076 41 42.53673(W) ADJUSTED EA1799* NAVD 88 - 4. (meters) 13. (feet) SCALED EA1799 ___________________________________________________________________ EA1799 LAPLACE CORR- -0.74 (seconds) DEFLEC99 EA1799 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1799 EA1799 HORZ ORDER - SECOND EA1799 EA1799.The North Carolina/South Carolina HARNS have been completed but, EA1799.due to contractual restrictions, coordinates for these stations EA1799.will NOT be published in the near future. In the interim, the EA1799.published coordinates in North and South Carolina will not be EA1799.consistent with the Continuously Operating Reference Stations EA1799.(CORS). The HARN coordinates for these stations are available EA1799.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1799.Lapine(803-896-7700). EA1799. EA1799.In addition, the published North and South Carolina positions EA1799.(NAD 83 (1986)) are NOT consistent with those determined in EA1799.adjacent state readjustments. The discontinuity between stations EA1799.located in North or South Carolina and those in adjacent states EA1799.which have been adjusted to the HARN may be as much as 5 EA1799.decimeters. This will result in a significant loss of accuracy EA1799.over lines crossing such state borders. EA1799 EA1799 EA1799.The horizontal coordinates were established by classical geodetic methods EA1799.and adjusted by the National Geodetic Survey in July 1986. EA1799 EA1799.The orthometric height was scaled from a topographic map. EA1799 EA1799.The Laplace correction was computed from DEFLEC99 derived deflections. EA1799 EA1799.The geoid height was determined by GEOID99. EA1799 EA1799; North East Units Scale Converg. EA1799;SPC NC - 107,323.894 820,747.617 MT 0.99991942 +1 19 49.0 EA1799;UTM 18 - 3,840,570.710 344,735.740 MT 0.99989713 -0 57 54.3 EA1799 EA1799: Primary Azimuth Mark Grid Az EA1799:SPC NC - MOREHEAD CITY STANDPIPE 335 30 27.3 EA1799:UTM 18 - MOREHEAD CITY STANDPIPE 337 48 10.6 EA1799 EA1799|---------------------------------------------------------------------| EA1799| PID Reference Object Distance Geod. Az | EA1799| dddmmss.s | EA1799| EA1883 MOREHEAD CITY STANDPIPE APPROX. 3.1 KM 3365016.3 | EA1799| EA1878 MOREHEAD CITY PORT TERM NE TK APPROX. 2.6 KM 3580330.9 | EA1799|---------------------------------------------------------------------| EA1799 EA1799 SUPERSEDED SURVEY CONTROL EA1799 EA1799 NAD 27 - 34 41 42.80088(N) 076 41 43.78424(W) AD( ) 2 EA1799 EA1799.Superseded values are not recommended for survey control. EA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1799.See file dsdata.txt to determine how the superseded data were derived. EA1799 EA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4473640571(NAD 83) EA1799_MARKER: DS = TRIANGULATION STATION DISK EA1799_SETTING: 0 = UNSPECIFIED SETTING EA1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1799 EA1799 HISTORY - Date Condition Report By EA1799 HISTORY - 1943 MONUMENTED CGS EA1799 HISTORY - 1965 MARK NOT FOUND CGS EA1799 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1799 EA1799 STATION DESCRIPTION EA1799 EA1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1799'THE STATION IS LOCATED ON THE FORT MACON MILITARY RESERVATION ON EA1799'BOGUE BANK. IT IS ON THE RIDGE OF SAND DUNES, ON THE S SHORE EA1799'OF THE BANK, AND ABOUT 1-1/2 MI. FROM THE E END. IT IS ABOUT 40 EA1799'YD. FROM THE HIGH WATERLINE. EA1799' EA1799'THE STATION IS MARKED BY A DISK WITH THE LETTERING BEAUFORT EA1799'INLET HARBOR DEFENSES AND STAMPED B2 BATTERY 7. THE SUBSURFACE EA1799'MARK IS SET IN A MASS OF CONCRETE ABOUT 2 FT. BELOW THE EA1799'SURFACE. THE SURFACE MARK IS SET IN A CONCRETE POST. THERE ARE EA1799'NO REFERENCE MARKS. EA1799' EA1799'TO REACH THE STATION FROM THE GATE AT THE ENTRANCE TO FORT EA1799'MACON MILITARY RESERVATION, GO E FOR 0.15 MI., THENCE AFOOT TO EA1799'RIGHT (S) ACROSS SAND DUNES TO THE STATION, A DISTANCE OF ABOUT EA1799'250 YD. EA1799' EA1799'THERE IS A SMALL TEMPORARY SHACK ABOUT 35 YD. N OF THE STATION, EA1799'AND A TEMPORARY STEEL OBSERVATION TOWER (ARMY) HAS BEEN ERECTED EA1799'OVER THE MARK. EA1799' EA1799'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS. EA1799 EA1799 STATION RECOVERY (1965) EA1799 EA1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1799'LOST. THE STATION WAS NOT RECOVERED. THE AREA HAS BEEN CHANGED EA1799'CONSIDERABLY BY WIND AND TIDAL ACTION. THERE ARE NO DEFINITE EA1799'REFERENCES. EA1799 EA1799 STATION RECOVERY (2003) EA1799 EA1799'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1799'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5146 *********************************************************************** AE5146 DESIGNATION - BAILEY AE5146 PID - AE5146 AE5146 STATE/COUNTY- NC/CARTERET AE5146 USGS QUAD - CORE CREEK (1994) AE5146 AE5146 *CURRENT SURVEY CONTROL AE5146 ___________________________________________________________________ AE5146* NAD 83(1986)- 34 45 43.10757(N) 076 43 35.72927(W) ADJUSTED AE5146* NAVD 88 - 3.3 (meters) 11. (feet) VERT ANG AE5146 ___________________________________________________________________ AE5146 LAPLACE CORR- -0.42 (seconds) DEFLEC99 AE5146 GEOID HEIGHT- -37.46 (meters) GEOID99 AE5146 AE5146 HORZ ORDER - SECOND AE5146 AE5146.The North Carolina/South Carolina HARNS have been completed but, AE5146.due to contractual restrictions, coordinates for these stations AE5146.will NOT be published in the near future. In the interim, the AE5146.published coordinates in North and South Carolina will not be AE5146.consistent with the Continuously Operating Reference Stations AE5146.(CORS). The HARN coordinates for these stations are available AE5146.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5146.Lapine(803-896-7700). AE5146. AE5146.In addition, the published North and South Carolina positions AE5146.(NAD 83 (1986)) are NOT consistent with those determined in AE5146.adjacent state readjustments. The discontinuity between stations AE5146.located in North or South Carolina and those in adjacent states AE5146.which have been adjusted to the HARN may be as much as 5 AE5146.decimeters. This will result in a significant loss of accuracy AE5146.over lines crossing such state borders. AE5146 AE5146 AE5146.The horizontal coordinates were established by classical geodetic methods AE5146.and adjusted by the National Geodetic Survey in April 1997. AE5146 AE5146.The orthometric height was determined by vertical angle observations. AE5146 AE5146.The Laplace correction was computed from DEFLEC99 derived deflections. AE5146 AE5146.The geoid height was determined by GEOID99. AE5146 AE5146; North East Units Scale Converg. AE5146;SPC NC - 114,642.192 817,698.554 MT 0.99990889 +1 18 43.7 AE5146;UTM 18 - 3,848,005.202 341,982.353 MT 0.99990776 -0 59 04.7 AE5146 AE5146 SUPERSEDED SURVEY CONTROL AE5146 AE5146.No superseded survey control is available for this station. AE5146 AE5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4198248005(NAD 83) AE5146_MARKER: DE = TRAVERSE STATION DISK AE5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5146_STAMPING: BAILEY 1984 AE5146_MARK LOGO: NCGS AE5146_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5146+STABILITY: SURFACE MOTION AE5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5146+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 AE5146 AE5146 HISTORY - Date Condition Report By AE5146 HISTORY - 1984 MONUMENTED NCGS AE5146 HISTORY - 20030501 GOOD USPSQD AE5146 AE5146 STATION DESCRIPTION AE5146 AE5146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5146'STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTH OF MOREHEAD CITY, AND AE5146'6.6 KM (4.1 MI) NORTHWEST OF BEAUFORT.$PROCEED ALONG SR 1176 FOR 4.0 AE5146'KM (2.5 MI) NORTH FROM US 70 TO SR 1295, THENCE ALONG SR 1295 FOR 0.4 AE5146'KM (0.2 MI) NORTH TO T-INTERSECTION, THENCE LEFT FOR ABOUT 200 FEET TO AE5146'G.B. BAILEY RESIDENCE AND STATION IN THE BACKYARD.$MARK IS RECESSED 2 AE5146'INCHES BELOW GROUND. LOCATED 20.18 M (66.21 FT) NORTH-NORTHEAST FROM AE5146'THE NORTHEAST CORNER OF THE CARPORT OF BAILEY HOUSE, 8.96 M (29.40 FT) AE5146'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A STORAGE BULDING, 10.36 AE5146'M (33.99 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE CORNER, 20.15 M AE5146'(66.11 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A 2-STORY AE5146'HOUSE, AND 5.97 M (19.59 FT) WEST FROM AN OAK CLUSTER WITH REFERENCE AE5146'TAG. AE5146 AE5146 STATION RECOVERY (2003) AE5146 AE5146'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) AE5146'BAILEY 2327 STRD 1296 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1800 *********************************************************************** EA1800 DESIGNATION - BAT EA1800 PID - EA1800 EA1800 STATE/COUNTY- NC/CARTERET EA1800 USGS QUAD - BEAUFORT (1987) EA1800 EA1800 *CURRENT SURVEY CONTROL EA1800 ___________________________________________________________________ EA1800* NAD 83(1986)- 34 42 08.38864(N) 076 43 13.54670(W) ADJUSTED EA1800* NAVD 88 - 2. (meters) 7. (feet) SCALED EA1800 ___________________________________________________________________ EA1800 LAPLACE CORR- -0.50 (seconds) DEFLEC99 EA1800 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1800 EA1800 HORZ ORDER - THIRD EA1800 EA1800.The North Carolina/South Carolina HARNS have been completed but, EA1800.due to contractual restrictions, coordinates for these stations EA1800.will NOT be published in the near future. In the interim, the EA1800.published coordinates in North and South Carolina will not be EA1800.consistent with the Continuously Operating Reference Stations EA1800.(CORS). The HARN coordinates for these stations are available EA1800.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1800.Lapine(803-896-7700). EA1800. EA1800.In addition, the published North and South Carolina positions EA1800.(NAD 83 (1986)) are NOT consistent with those determined in EA1800.adjacent state readjustments. The discontinuity between stations EA1800.located in North or South Carolina and those in adjacent states EA1800.which have been adjusted to the HARN may be as much as 5 EA1800.decimeters. This will result in a significant loss of accuracy EA1800.over lines crossing such state borders. EA1800 EA1800 EA1800.The horizontal coordinates were established by classical geodetic methods EA1800.and adjusted by the National Geodetic Survey in July 1986. EA1800 EA1800.The orthometric height was scaled from a topographic map. EA1800 EA1800.The Laplace correction was computed from DEFLEC99 derived deflections. EA1800 EA1800.The geoid height was determined by GEOID99. EA1800 EA1800; North East Units Scale Converg. EA1800;SPC NC - 108,040.780 818,414.394 MT 0.99991826 +1 18 56.5 EA1800;UTM 18 - 3,841,380.454 342,433.140 MT 0.99990601 -0 58 46.8 EA1800 EA1800: Primary Azimuth Mark Grid Az EA1800:SPC NC - CASH 276 35 26.3 EA1800:UTM 18 - CASH 278 53 09.6 EA1800 EA1800|---------------------------------------------------------------------| EA1800| PID Reference Object Distance Geod. Az | EA1800| dddmmss.s | EA1800| EA1883 MOREHEAD CITY STANDPIPE APPROX. 2.4 KM 0270709.5 | EA1800| EA1866 MOREHEAD CITY ATL HOTEL NW CUP APPROX. 2.4 KM 0333140.7 | EA1800| EA1867 MOREHEAD CITY ATL HOTEL SE CUP APPROX. 2.4 KM 0335453.2 | EA1800| EA1821 BEAUFORT US BIOLOGICAL STA FP APPROX. 4.8 KM 0671216.1 | EA1800| EA1806 BEAUFORT COURTHOUSE CUPOLA APPROX. 5.6 KM 0695410.8 | EA1800| EA1818 BEAUFORT MUNICIPAL TANK APPROX. 5.5 KM 0702323.3 | EA1800| EA1856 GAR APPROX. 3.7 KM 1005751.1 | EA1800| EA1865 MONEY 1913 10.030 METERS 16513 | EA1800| EA3190 BAT RM 1 6.363 METERS 18520 | EA1800| EA1828 CASH APPROX. 1.5 KM 2775422.8 | EA1800| EA3191 BAT RM 2 14.800 METERS 27756 | EA1800| EA1971 MOREHEAD CITY CAMP GLEN TK CAR APPROX. 4.1 KM 3063550.8 | EA1800| EA1961 FLAG APPROX. 4.0 KM 3071421.7 | EA1800| EA1927 BEACON D APPROX. 2.2 KM 3165500.7 | EA1800| EA1830 CHIM APPROX. 2.7 KM 3234504.0 | EA1800| EA1914 THIN APPROX. 2.8 KM 3240907.5 | EA1800|---------------------------------------------------------------------| EA1800 EA1800 SUPERSEDED SURVEY CONTROL EA1800 EA1800 NAD 27 - 34 42 07.81025(N) 076 43 14.78899(W) AD( ) 3 EA1800 EA1800.Superseded values are not recommended for survey control. EA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1800.See file dsdata.txt to determine how the superseded data were derived. EA1800 EA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4243341380(NAD 83) EA1800_MARKER: DS = TRIANGULATION STATION DISK EA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1800 EA1800 HISTORY - Date Condition Report By EA1800 HISTORY - 1927 MONUMENTED CGS EA1800 HISTORY - 1933 GOOD CGS EA1800 HISTORY - 1946 GOOD CGS EA1800 HISTORY - 1960 GOOD CGS EA1800 HISTORY - 1962 GOOD CGS EA1800 HISTORY - 1965 GOOD CGS EA1800 HISTORY - 1967 GOOD CGS EA1800 HISTORY - 1974 GOOD NGS EA1800 HISTORY - 1976 GOOD ALSTER EA1800 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1800 EA1800 STATION DESCRIPTION EA1800 EA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1800'THIS IS A THIRD-ORDER STATION ON THE S SHORE OF BOGUE SOUND. IT EA1800'IS 1-1/2 MILES S OF THE MOREHEAD CITY WATER STANDPIPE AND 1/2 EA1800'MILE E OF THE WATER END OF THE WHARF LEADING TO OCEAN BEACH. THE EA1800'STATION IS ON A HEAVILY WOODED NECK OF LAND EXTENDING INTO THE EA1800'MARSH. FROM THE WATER THIS POINT IS THE HIGHEST AND MOST EA1800'PROMINENT OF ALL POINTS ON MONEY ISLAND BAY E OF THE OCEAN BEACH EA1800'WHARF. THE STATION IS ABOUT 80 METERS SW FROM THE SHORE END OF EA1800'A GROUP OF PILES IN THE MARSH WHICH WERE ONCE PART OF THE EA1800'WHARF LEADING TO A PAVILION ON THE OUTSIDE BEACH. THE MARK IS EA1800'NOT ON THE HIGHEST POINT BUT IS IN THE HARD GROUND ON THE EA1800'EDGE OF THE WOODS AND ABOUT 10 METERS N OF THE HIGHEST EA1800'POINT. IT IS 2 METERS INSHORE FROM THE HIGH-WATER LINE. EA1800' EA1800'THE SURFACE MARK IS A STANDARD STATION DISK, STAMPED BAT 1927, EA1800'EMBEDDED IN THE SURFACE OF A BLOCK OF CONCRETE WHICH IS ABOUT EA1800'10 INCHES SQUARE AT THE TOP AND 28 INCHES IN HEIGHT. THE SURFACE EA1800'OF THE MARK IS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND. EA1800' EA1800'THE UNDERGROUND MARK IS A STANDARD STATION DISK, STAMPED BAT 1927, EA1800'EMBEDDED IN THE SURFACE OF A BLOCK OF CONCRETE WHICH IS ABOUT 14 EA1800'INCHES IN DIAMETER, 6 INCHES IN HEIGHT AND 30 INCHES BELOW THE EA1800'SURFACE OF THE GROUND. A 4-INCH CUSHION OF SAND SEPARATES THE EA1800'SURFACE OF THE UNDERGROUND MARK FROM THE BOTTOM OF THE SURFACE EA1800'MARK. EA1800' EA1800'REFERENCE MARK NO. 1 IS THE CENTER OF A WOODEN PEG, 1/2 INCH EA1800'IN DIAMETER AND 1-1/2 INCHES IN LENGTH, EMBEDDED IN THE SURFACE EA1800'OF A CONCRETE BLOCK WHICH IS ABOUT 10 INCHES SQUARE AT THE EA1800'TOP AND 30 INCHES IN HEIGHT. THE MARK EXTENDS ABOUT 2 INCHES EA1800'ABOVE THE SURFACE OF THE GROUND. ON THE SURFACE OF THE CONCRETE EA1800'BLOCK THERE IS INSCRIBED AN ARROW POINTING TO THE STATION AND EA1800'THE LETTERING REF. 1-1927. EA1800' EA1800'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1. IT IS EA1800'LETTERED REF. 2-1927. EA1800' EA1800'STATION MONEY WAS NOT USED IN THE SCHEME OF TRIANGULATION BECUASE EA1800'IT WAS NOT RECOVERED UNTIL AFTER STATION BAT HAD BEEN ESTABLISHED. EA1800' EA1800'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.0 METERS. EA1800 EA1800 STATION RECOVERY (1933) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO) EA1800'THE STATION IS ON THE S SHORE OF BOGUE SOUND ABOUT 1-1/2 MILES EA1800'S OF MOREHEAD CITY WATER STANDPIPE. IT IS ON A HEAVILY WOODED EA1800'NECK OF LAND EXTENDING OUT INTO THE MARSH. FROM THE WATER THIS EA1800'POINT IS THE HIGHEST AND MOST PROMINENT POINT ON THE EASTERN EA1800'SIDE OF MONEY ISLAND BAY. THE STATION IS NOT ON THE HIGHEST EA1800'POINT BUT IS IN THE HARD GROUND AT THE EDGE OF THE WOODS, 2 EA1800'METERS INSHORE FROM THE HIGH-WATER LINE. EA1800' EA1800'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN EA1800'CONCRETE. EA1800' EA1800'REFERENCE MARK NO. 1 IS THE CENTER OF A WOODEN PEG 1/2 INCH EA1800'IN DIAMETER AND 1-1/2 INCHES IN LENGTH, EMBEDDED IN THE SURFACE EA1800'OF A CONCRETE BLOCK 10 INCHES SQUARE AND 30 INCHES IN HEIGHT EA1800'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. ON THE EA1800'SURFACE OF THE BLOCK IS INSCRIBED AN ARROW POINTING TOWARD THE EA1800'STATION AND THE LETTERING REF. 1 1927. EA1800' EA1800'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1. EA1800' EA1800'THE STATION WAS USED IN THE 1933 SCHEME. EA1800 EA1800 STATION RECOVERY (1946) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1800'STATION RECOVERED IN GOOD CONDITION. RM 1 FOUND LAYING ON EA1800'ITS SIDE. DISTANCE TO RM 2 MEASURED AND FOUND TO BE CORRECT. THE EA1800'ORIGINAL DESCRIPTION AND 1933 RECOVERY NOTE ARE ADEQUATE. EA1800 EA1800 STATION RECOVERY (1960) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KAM) EA1800'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL EA1800'DESCRIPTION IS ADEQUATE, EXCEPT THAT THE STATION MARK IS NOW EA1800'ON THE MEAN HIGH WATER LINE, ABOUT 18 FEET NORTH OF THE NORTH EA1800'EDGE OF THE WOODS, AND 25 FEET SOUTH OF THE APPARENT EA1800'SHORELINE. R.M. 2 IS IN THE MARSH, ABOUT 22 FEET NORTH OF THE EA1800'NORTH EDGE OF THE WOODS. EA1800 EA1800 STATION RECOVERY (1962) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA1800'THIS STATION WAS RECOVERED AS DESCRIBED. IT IS LOCATED TO THE EA1800'NORTH OF A HIGH WOODED POINT AND IS ABOUT 20 FEET FROM HIGH EA1800'WATER LINE. THERE ARE THREE POSTS AT THE EDGE OF HIGH-WATER EA1800'LINE NEAR THE STATION SITE. STATION MONEY WAS FOUND LYING ON EA1800'TOP OF THE GROUND NEAR THE SITE. ONE REFERENCE MARK (PROBABLY EA1800'R.M. NO. 1) WAS FOUND LYING ON ITS SIDE. R.M. NO. 2 WAS NOT EA1800'RECOVERED. EA1800 EA1800 STATION RECOVERY (1965) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1800'THE STATION MARK AND R.M. NO. 2 WERE RECOVERED IN GOOD EA1800'CONDITION. R. M. NO. 1 WAS FOUND DESTROYED IN 1946. EA1800' EA1800'THE ORIGINAL DESCRIPTION BY F.L.P. IN 1927 IS ADEQUATE FOR EA1800'RECOVERY. EA1800' EA1800'THE ROW OF PILING AND THE PAVILION ARE NO LONGER IN EXISTENCE. EA1800' EA1800'STATION IS ON THE INSHORE MARSH LINE, 32.0 FEET SOUTH OF EA1800'APPARENT SHORE LINE AND 5.0 FEET SOUTH OF A WITNESS POST. EA1800 EA1800 STATION RECOVERY (1967) EA1800 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW) EA1800'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION. REFERENCE EA1800'MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED AFTER A SHORT SEARCH. A EA1800'REVISED DESCRIPTION FOLLOWS-- EA1800' EA1800'LOCATED ON THE SOUTH SHORE OF BOGUE SOUND ABOUT 1-1/2 MILES EA1800'SOUTHWEST OF THE MOREHEAD CITY STANDPIPE ON THE SOUTHWEST SIDE EA1800'OF ALLEN SLOUGH. IT STANDS IN FRONT OF THE HIGHEST AND MOST EA1800'PROMINENT GROWTH OF WOODS ON MONEY ISLAND BAY. EA1800' EA1800'TO REACH BY SKIFF PROCEED INTO ALLEN SLOUGH DIRECTLY FROM EA1800'THE NORTH THEN TURN SOUTHWEST AND LAND SLIGHTLY SOUTHWEST OF EA1800'WHERE THE LOW BRUSH GROWTH APPROACHES AND BEGINS TO RUN EA1800'PARALLEL TO THE MARSH GRASS-WATER LINE, AT THE STATION AS EA1800'DESCRIBED. EA1800' EA1800'THE STATION IS A STANDARD DISK STAMPED BAT, 1927 SET IN A EA1800'9 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 9 INCHES ABOVE EA1800'GROUND. IT IS PRESENTLY AT THE MEAN HIGH WATER LINE, 50 FEET EA1800'SOUTHWEST OF THE MOST NORTHERN POINT OF LOW GROWING BRUSH AND EA1800'6 FEET SOUTH OF A METAL STAKE WITH A STEEL WITNESS SIGN. EA1800' EA1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA1800'1 MILE SOUTH OF MOREHEAD CITY. EA1800 EA1800 STATION RECOVERY (1974) EA1800 EA1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA1800'STATION RECOVERED IN FAIR CONDITION. MARK HAS BEEN STRUCK WITH EA1800'HEAVY EQUIPMENT AND SHOULD BE USED WITH CAUTION. REFERENCE EA1800'MARKS 1 AND 2 WERE NOT SEARCHED FOR. DELETE ...50 FEET SOUTHWEST EA1800'TO END OF DESCRIPTION AS AREA HAS BEEN CLEARED AND FILLED AND EA1800'MARK IS NOW 2 FEET NORTH OF BULKHEAD. STATION IS ON HIGH EA1800'WATER LINE AND THE DESCRIPTION BY G.M.W. IN 1967 IS ADEQUATE FOR EA1800'RECOVERY EXCEPT THAT STATION CAN BE REACHED BY GOING EA1800'APPROXIMATELY 0.2 MILE EAST OF THE OCEANNA MOTEL AND FISHING EA1800'PIER AND TURNING NORTH AND GOING TO STATION AS DESCRIBED. EA1800' EA1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA1800'1 MILE SOUTH OF MOREHEAD CITY. EA1800 EA1800 STATION RECOVERY (1976) EA1800 EA1800'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK) EA1800'BAT 1927 STATION IS NORTH OF A RETAINING WALL AND WILL PROBABLY BE EA1800'WASHED AWAY BY WAVE ACTION. EA1800' EA1800'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES S OF MOREHEAD EA1800'CAP WATER STANDPIPE. EA1800 EA1800 STATION RECOVERY (2003) EA1800 EA1800'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1800'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1716 *********************************************************************** EA1716 DESIGNATION - BERG EA1716 PID - EA1716 EA1716 STATE/COUNTY- NC/CARTERET EA1716 USGS QUAD - HARKERS ISLAND (1983) EA1716 EA1716 *CURRENT SURVEY CONTROL EA1716 ___________________________________________________________________ EA1716* NAD 83(1986)- 34 43 06.74763(N) 076 31 00.43380(W) ADJUSTED EA1716* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1716 ___________________________________________________________________ EA1716 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EA1716 GEOID HEIGHT- -37.62 (meters) GEOID99 EA1716 EA1716 HORZ ORDER - THIRD EA1716 EA1716.The North Carolina/South Carolina HARNS have been completed but, EA1716.due to contractual restrictions, coordinates for these stations EA1716.will NOT be published in the near future. In the interim, the EA1716.published coordinates in North and South Carolina will not be EA1716.consistent with the Continuously Operating Reference Stations EA1716.(CORS). The HARN coordinates for these stations are available EA1716.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1716.Lapine(803-896-7700). EA1716. EA1716.In addition, the published North and South Carolina positions EA1716.(NAD 83 (1986)) are NOT consistent with those determined in EA1716.adjacent state readjustments. The discontinuity between stations EA1716.located in North or South Carolina and those in adjacent states EA1716.which have been adjusted to the HARN may be as much as 5 EA1716.decimeters. This will result in a significant loss of accuracy EA1716.over lines crossing such state borders. EA1716 EA1716 EA1716.The horizontal coordinates were established by classical geodetic methods EA1716.and adjusted by the National Geodetic Survey in July 1986. EA1716 EA1716.The orthometric height was scaled from a topographic map. EA1716 EA1716.The Laplace correction was computed from DEFLEC99 derived deflections. EA1716 EA1716.The geoid height was determined by GEOID99. EA1716 EA1716; North East Units Scale Converg. EA1716;SPC NC - 110,285.909 837,019.740 MT 0.99991560 +1 25 59.7 EA1716;UTM 18 - 3,842,878.241 361,112.648 MT 0.99983775 -0 51 50.5 EA1716 EA1716: Primary Azimuth Mark Grid Az EA1716:SPC NC - LAND 215 04 56.7 EA1716:UTM 18 - LAND 217 22 46.9 EA1716 EA1716|---------------------------------------------------------------------| EA1716| PID Reference Object Distance Geod. Az | EA1716| dddmmss.s | EA1716| EA1750 MARSHALLBERG BAP CHURCH SPIRE APPROX. 1.1 KM 0054252.8 | EA1716| EA1752 MARSHALLBURG LIGHT 448.048 METERS 1613046.4 | EA1716| EA1742 LAND APPROX. 0.8 KM 2163056.4 | EA1716| EA1715 BEACON S ENTRANCE TO STRAITS APPROX. 0.5 KM 2254656.0 | EA1716| EA1784 MARSHALLBERG CHURCH SPIRE APPROX. 0.6 KM 3550549.6 | EA1716| EA3210 BERG RM 1 35508 | EA1716|---------------------------------------------------------------------| EA1716 EA1716 SUPERSEDED SURVEY CONTROL EA1716 EA1716 NAD 27 - 34 43 06.16411(N) 076 31 01.71148(W) AD( ) 3 EA1716 EA1716.Superseded values are not recommended for survey control. EA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1716.See file dsdata.txt to determine how the superseded data were derived. EA1716 EA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6111342878(NAD 83) EA1716_MARKER: U = CONCRETE POST EA1716_SETTING: 0 = UNSPECIFIED SETTING EA1716 EA1716 HISTORY - Date Condition Report By EA1716 HISTORY - 1913 MONUMENTED CGS EA1716 HISTORY - 1927 GOOD CGS EA1716 HISTORY - 1947 SEE DESCRIPTION CGS EA1716 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1716 EA1716 STATION DESCRIPTION EA1716 EA1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1716'ON THE N SIDE OF, AT THE EAST ENTRANCE TO THE STRAITS, BETWEEN EA1716'CORE SOUND, AND NORTH RIVER, ON A NARROW SAND STRIP BETWEEN CORE EA1716'SOUND AND A SALT LAGOON, 2 YARDS FROM HIGH-WATER MARK ON THE EA1716'SOUND AND 10 YARDS FROM HIGH-WATER MARK IN THE LAGOON. THE EA1716'STATION AND UNDERGROUND MARKS ARE CONCRETE MONUMENTS. THE EA1716'REFERENCE MARK IS A CONCRETE MONUMENT WITH A NAIL PROJECTING EA1716'ABOVE THE TOP SURFACE SET IN RANGE WITH THE METHODIST CHURCH EA1716'STEEPLE, AND CLOSE TO THE FENCE BEYOND THE LAGOON WHICH RUNS EA1716'AT RIGHT ANGLES TO THE BEACH. IT IS 78.80 METERS (258.5 FEET) EA1716'FROM THE STATION N 4 DEG 52 MIN W. THE CORNER EA1716'POST OF THE FENCE AT THE SHORE LINE IS 33.68 METERS (110.5 EA1716'FEET) FROM THE STATION N 52 DEG 20 MIN W. EA1716 EA1716 STATION RECOVERY (1927) EA1716 EA1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1716'STATION MARK RECOVERED IN GOOD CONDITION. REFERENCE MARK NO.1 EA1716'WAS FOUND LEANING OVER IN AN EASTERLY DIRECTION AT AN ANGLE OF EA1716'ABOUT 45 DEG. REFERENCE MARK NO.2 WAS SEARCHED FOR BUT NOT FOUND. EA1716' EA1716'THE SUBSURFACE MARK WAS NOT INVESTIGATED. THE DESCRIPTION OF EA1716'THE LOCALITY SEEMS ADEQUATE. NO NEW MARKS WERE ESTABLISHED EA1716'OWING TO TIME AVAILABLE. EA1716 EA1716 STATION RECOVERY (1947) EA1716 EA1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1716'UNABLE TO FIND. SEARCH DISCONTINUED AFTER ONE HOUR. EA1716' EA1716'ACCORDING TO LOCAL INFORMATION, POINT OF SAND ON WHICH STATION EA1716'HAS BEEN, WAS WASHED AWAY IN THE LAST 5 YEARS. EA1716' EA1716'IT IS RECOMMENDED THAT THE SURFACE AND SUB-SURFACE MARKS BE EA1716'CONSIDERED DESTROYED. EA1716 EA1716 STATION RECOVERY (2003) EA1716 EA1716'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1716'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1424 *********************************************************************** EA1424 DESIGNATION - CAR 46 EA1424 PID - EA1424 EA1424 STATE/COUNTY- NC/CARTERET EA1424 USGS QUAD - BEAUFORT (1987) EA1424 EA1424 *CURRENT SURVEY CONTROL EA1424 ___________________________________________________________________ EA1424* NAD 83(1986)- 34 44 59. (N) 076 43 43. (W) SCALED EA1424* NAVD 88 - 2.987 (meters) 9.80 (feet) ADJUSTED EA1424 ___________________________________________________________________ EA1424 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1424 DYNAMIC HT - 2.984 (meters) 9.79 (feet) COMP EA1424 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EA1424 EA1424 VERT ORDER - SECOND CLASS II EA1424 EA1424.The horizontal coordinates were scaled from a topographic map and have EA1424.an estimated accuracy of +/- 6 seconds. EA1424 EA1424.The orthometric height was determined by differential leveling EA1424.and adjusted by the National Geodetic Survey in June 1991. EA1424 EA1424.The geoid height was determined by GEOID99. EA1424 EA1424.The dynamic height is computed by dividing the NAVD 88 EA1424.geopotential number by the normal gravity value computed on the EA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1424.degrees latitude (g = 980.6199 gals.). EA1424 EA1424.The modeled gravity was interpolated from observed gravity values. EA1424 EA1424; North East Units Estimated Accuracy EA1424;SPC NC - 113,280. 817,550. MT (+/- 180 meters Scaled) EA1424 EA1424 SUPERSEDED SURVEY CONTROL EA1424 EA1424.No superseded survey control is available for this station. EA1424 EA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD417466(NAD 83) EA1424_MARKER: DB = BENCH MARK DISK EA1424_SETTING: 32 = 8-FOOT HEADWALL EA1424_STAMPING: CAR 46 1982 EA1424_MARK LOGO: NCGS EA1424_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1424+STABILITY: SURFACE MOTION EA1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1424+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1424 EA1424 HISTORY - Date Condition Report By EA1424 HISTORY - 1982 MONUMENTED NCGS EA1424 HISTORY - 19830101 GOOD NCGS EA1424 HISTORY - 20030501 GOOD USPSQD EA1424 EA1424 STATION DESCRIPTION EA1424 EA1424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1424'2.15 MI NORTH FROM MOREHEAD CITY. EA1424'2.15 MILES NORTH ALONG SR 1176 (20TH STREET) FROM THE INTERSECTION EA1424'WITH US 70 (ARENDELL STREET) IN MOREHEAD CITY TO ENTRANCE ROAD TO EA1424'CAROLINA TELEPHONE FACILITIES, IN HEADWALL IN SOUTHWEST QUADRANT OF EA1424'T-INTERSECTION, 23.5 FEET WEST OF CENTERLINE OF ROAD, 23.5 FEET SOUTH EA1424'OF CENTERLINE OF ENTRANCE ROAD, 50.0 FEET SOUTH OF TELEPHONE PEDESTAL EA1424'IN NORTHWEST QUADRANT OF INTERSECTION AND 1.6 FEET WEST OF EAST END OF EA1424'HEADWALL. EA1424'THE MARK IS ABOVE LEVEL WITH INTERSECTION. EA1424 EA1424 STATION RECOVERY (1983) EA1424 EA1424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EA1424'RECOVERED AS DESCRIBED.$MARK IS 2.15 MI (3.46 KM) NORTH ALONG SR 1176 EA1424'(20TH STREET) FROM US 70 (ARENDELL STREET) IN MOREHEAD CITY, AT EA1424'ENTRANCE ROAD TO CAROLINA TELEPHONE FACILITIES, IN THE HEADWALL IN THE EA1424'SOUTHWEST QUADRANT OF THE INTERSECTION. LOCATED 23.5 FT (7.2 M) WEST EA1424'OF THE CENTERLINE OF THE ROAD, 23.5 FT (7.2 M) SOUTH OF THE CENTER OF EA1424'THE ENTRANCE ROAD, 50.0 FT (15.2 M) SOUTH OF A TELEPHONE PEDESTAL, AND EA1424'1.6 FT (0.5 M) WEST OF THE EAST END OF THE HEADWALL. EA1424 EA1424 STATION RECOVERY (2003) EA1424 EA1424'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1424'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1421 *********************************************************************** EA1421 DESIGNATION - CAR 48 EA1421 PID - EA1421 EA1421 STATE/COUNTY- NC/CARTERET EA1421 USGS QUAD - MANSFIELD (1994) EA1421 EA1421 *CURRENT SURVEY CONTROL EA1421 ___________________________________________________________________ EA1421* NAD 83(1986)- 34 44 19. (N) 076 45 19. (W) SCALED EA1421* NAVD 88 - 7.077 (meters) 23.22 (feet) ADJUSTED EA1421 ___________________________________________________________________ EA1421 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1421 DYNAMIC HT - 7.071 (meters) 23.20 (feet) COMP EA1421 MODELED GRAV- 979,706.6 (mgal) NAVD 88 EA1421 EA1421 VERT ORDER - SECOND CLASS II EA1421 EA1421.The horizontal coordinates were scaled from a topographic map and have EA1421.an estimated accuracy of +/- 6 seconds. EA1421 EA1421.The orthometric height was determined by differential leveling EA1421.and adjusted by the National Geodetic Survey in June 1991. EA1421 EA1421.The geoid height was determined by GEOID99. EA1421 EA1421.The dynamic height is computed by dividing the NAVD 88 EA1421.geopotential number by the normal gravity value computed on the EA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1421.degrees latitude (g = 980.6199 gals.). EA1421 EA1421.The modeled gravity was interpolated from observed gravity values. EA1421 EA1421; North East Units Estimated Accuracy EA1421;SPC NC - 111,990. 815,130. MT (+/- 180 meters Scaled) EA1421 EA1421 SUPERSEDED SURVEY CONTROL EA1421 EA1421.No superseded survey control is available for this station. EA1421 EA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD393454(NAD 83) EA1421_MARKER: DB = BENCH MARK DISK EA1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1421_STAMPING: CAR 48 1982 EA1421_MARK LOGO: NCGS EA1421_PROJECTION: FLUSH EA1421_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1421+STABILITY: SURFACE MOTION EA1421 EA1421 HISTORY - Date Condition Report By EA1421 HISTORY - 1982 MONUMENTED NCGS EA1421 HISTORY - 19830101 GOOD NCGS EA1421 HISTORY - 20030426 GOOD USPSQD EA1421 EA1421 STATION DESCRIPTION EA1421 EA1421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1421'2.6 MI WNW FROM MOREHEAD CITY. EA1421'2.2 MILES EAST ALONG SR 1177 (COUNTRY CLUB BLVD.) FROM THE EA1421'INTERSECTION WITH US 70 (NEAR JUNCTION WITH NC 24) EAST OF MOREHEAD EA1421'CITY TO AN UNPAVED ROAD LEADING SOUTH, IN SOUTHWEST QUADRANT OF EA1421'T-INTERSECTION AT A FENCE CORNER, 0.7 MILE EAST FROM ENTRANCE TO EA1421'MOREHEAD CITY COUNTRY CLUB, 31.0 FEET SOUTH OF CENTERLINE OF ROAD, EA1421'37.0 FEET WEST OF CENTERLINE OF UNPAVED ROAD, 2.0 FEET SOUTHEAST OF EA1421'CORNER FENCE POST (SINGLE CHAIN ATTACHED TO SHORT CONCRETE POST), AND EA1421'1.5 FEET SOUTH-SOUTHEAST OF CONCRETE STREET NAME POST. EA1421'THE MARK IS ABOVE LEVEL WITH INTERSECTON. EA1421 EA1421 STATION RECOVERY (1983) EA1421 EA1421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EA1421'RECOVERED AS DESCRIBED.$MARK IS 2.2 MI (3.5 KM) EAST ALONG SR 1177 EA1421'(COUNTRY CLUB BOULEVARD) FROM US 70 (NEAR THE JUNCTION WITH NC 24) EA1421'EAST OF MOREHEAD CITY, AT AN UNPAVED ROAD LEADING SOUTH, IN SOUTHWEST EA1421'QUADRANT, ABOUT 0.7 MI (1.1 KM) EAST FROM THE ENTRANCE TO MOREHEAD EA1421'CITY COUNTRY CLUB, AT A FENCE CORNER. LOCATED 31.0 FT (9.4 M) SOUTH OF EA1421'THE CENTERLINE OF THE ROAD, 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF EA1421'THE UNPAVED ROAD, 2.0 FT (0.6 M) SOUTHEAST OF THE CORNER FENCE POST, EA1421'AND 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A CONCRETE STREET NAME POST. EA1421 EA1421 STATION RECOVERY (2003) EA1421 EA1421'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) EA1421'ROAD WHERE THE MARKER IS LOCATED IS NOW PAVED. IT IS NAMED COUNTY EA1421'CLUB CT AND ALSO MARKED AS SR 1613. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1420 *********************************************************************** EA1420 DESIGNATION - CAR 49 EA1420 PID - EA1420 EA1420 STATE/COUNTY- NC/CARTERET EA1420 USGS QUAD - MANSFIELD (1994) EA1420 EA1420 *CURRENT SURVEY CONTROL EA1420 ___________________________________________________________________ EA1420* NAD 83(1986)- 34 44 10. (N) 076 46 20. (W) SCALED EA1420* NAVD 88 - 5.622 (meters) 18.44 (feet) ADJUSTED EA1420 ___________________________________________________________________ EA1420 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1420 DYNAMIC HT - 5.616 (meters) 18.43 (feet) COMP EA1420 MODELED GRAV- 979,705.0 (mgal) NAVD 88 EA1420 EA1420 VERT ORDER - SECOND CLASS II EA1420 EA1420.The horizontal coordinates were scaled from a topographic map and have EA1420.an estimated accuracy of +/- 6 seconds. EA1420 EA1420.The orthometric height was determined by differential leveling EA1420.and adjusted by the National Geodetic Survey in June 1991. EA1420 EA1420.The geoid height was determined by GEOID99. EA1420 EA1420.The dynamic height is computed by dividing the NAVD 88 EA1420.geopotential number by the normal gravity value computed on the EA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1420.degrees latitude (g = 980.6199 gals.). EA1420 EA1420.The modeled gravity was interpolated from observed gravity values. EA1420 EA1420; North East Units Estimated Accuracy EA1420;SPC NC - 111,680. 813,590. MT (+/- 180 meters Scaled) EA1420 EA1420 SUPERSEDED SURVEY CONTROL EA1420 EA1420.No superseded survey control is available for this station. EA1420 EA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD377452(NAD 83) EA1420_MARKER: DB = BENCH MARK DISK EA1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1420_STAMPING: CAR 49 1982 EA1420_MARK LOGO: NCGS EA1420_PROJECTION: FLUSH EA1420_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1420+STABILITY: SURFACE MOTION EA1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1420+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003 EA1420 EA1420 HISTORY - Date Condition Report By EA1420 HISTORY - 1982 MONUMENTED NCGS EA1420 HISTORY - 19830101 GOOD NCGS EA1420 HISTORY - 20030426 GOOD USPSQD EA1420 EA1420 STATION DESCRIPTION EA1420 EA1420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1420'3.4 MI WNW FROM MOREHEAD CITY. EA1420'1.2 MILES EAST ALONG SR 1177 (COUNTRY CLUB BLVD) FROM THE INTERSECTION EA1420'WITH US 70 (NEAR JUNCTION WITH NC 24) EAST OF MOREHEAD CITY TO EA1420'INTERSECTION WITH SR 1261, A STREET LEADING SOUTH INTO WEST-CAR EA1420'MEADOWS, IN NORTHEAST QUADRANT OF THE T-INTERSECTION, AT A CHAIN LINK EA1420'FENCE CORNER, 36.0 FEET SOUTH OF CENTERLINE OF ROAD, 23.0 FEET EAST OF EA1420'CENTERLINE STREET, 5.5 FEET SOUTH-SOUTHWEST OF CORNER FENCE POST AND EA1420'1.1 FEET WEST OF FENCE. EA1420'THE MARK IS ABOVE LEVEL WITH INTERSECTION. EA1420 EA1420 STATION RECOVERY (1983) EA1420 EA1420'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EA1420'RECOVERED AS DESCRIBED.$MARK IS 1.2 MI (1.9 KM) EAST ALONG SR 1177 EA1420'(COUNTRY CLUB BOULEVARD) FROM US 70 (NEAR THE JUNCTION WITH NC 24) EA1420'EAST OF MOREHEAD CITY, AT SR 1261, IN THE NORTHWEST QUADRANT, AT A EA1420'CHAIN LINK FENCE CORNER. LOCATED 36.0 FT (11.0 M) SOUTH OF THE EA1420'CENTERLINE OF THE ROAD, 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF THE EA1420'STREET, 5.5 FT (1.7 M) SOUTH-SOUTHWEST OF THE CORNER FENCE POST, AND EA1420'1.1 FT (0.3 M) WEST OF THE FENCE. EA1420 EA1420 STATION RECOVERY (2003) EA1420 EA1420'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) EA1420'MARK WAS COVERED WITH GRASS. IT WAS LOWER THAN ADJACENT ROAD 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1513 *********************************************************************** EA1513 DESIGNATION - CAR 53 EA1513 PID - EA1513 EA1513 STATE/COUNTY- NC/CARTERET EA1513 USGS QUAD - WILLISTON (1983) EA1513 EA1513 *CURRENT SURVEY CONTROL EA1513 ___________________________________________________________________ EA1513* NAD 83(1986)- 34 46 57. (N) 076 34 58. (W) SCALED EA1513* NAVD 88 - 1.804 (meters) 5.92 (feet) ADJUSTED EA1513 ___________________________________________________________________ EA1513 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1513 DYNAMIC HT - 1.802 (meters) 5.91 (feet) COMP EA1513 MODELED GRAV- 979,719.8 (mgal) NAVD 88 EA1513 EA1513 VERT ORDER - SECOND CLASS II EA1513 EA1513.The horizontal coordinates were scaled from a topographic map and have EA1513.an estimated accuracy of +/- 6 seconds. EA1513 EA1513.The orthometric height was determined by differential leveling EA1513.and adjusted by the National Geodetic Survey in June 1991. EA1513 EA1513.The geoid height was determined by GEOID99. EA1513 EA1513.The dynamic height is computed by dividing the NAVD 88 EA1513.geopotential number by the normal gravity value computed on the EA1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1513.degrees latitude (g = 980.6199 gals.). EA1513 EA1513.The modeled gravity was interpolated from observed gravity values. EA1513 EA1513; North East Units Estimated Accuracy EA1513;SPC NC - 117,230. 830,810. MT (+/- 180 meters Scaled) EA1513 EA1513 SUPERSEDED SURVEY CONTROL EA1513 EA1513.No superseded survey control is available for this station. EA1513 EA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD551500(NAD 83) EA1513_MARKER: DB = BENCH MARK DISK EA1513_SETTING: 34 = GAS PUMP BASE EA1513_STAMPING: CAR 53 1982 EA1513_MARK LOGO: NCGS EA1513_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1513+STABILITY: SURFACE MOTION EA1513 EA1513 HISTORY - Date Condition Report By EA1513 HISTORY - 1982 MONUMENTED NCGS EA1513 HISTORY - 19921116 SEE DESCRIPTION NCGS EA1513 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1513 EA1513 STATION DESCRIPTION EA1513 EA1513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1513'3.5 MI WNW FROM SMYRNA. EA1513'1.7 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER, EA1513'ON LEFT ALONG PROPERTY LINE BETWEEN DYON AND GEORGE SIMPSON RESIDENCES EA1513'IN A PRIVATE GAS PUMP BASE, APPROXIMATELY 200 FEET NORTHWEST OF EA1513'T-INTERSECTION WITH SR 1324 (SOUTH), 156.0 FEET NORTH OF CENTERLINE OF EA1513'HIGHWAY AT DRIVEWAY ENTRANCE, 47.8 FEET EAST OF NORTHEAST CORNER OF EA1513'WHITE SHINGLE RESIDENCE AND 9.0 FEET SOUTHEAST OF 15-INCH PECAN TREE. EA1513'THE MARK IS 0.5 FT BELOW HIGHWAY. EA1513 EA1513 STATION RECOVERY (1992) EA1513 EA1513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1513'BASE HAS BEEN MOVED ABOUT 75-FEET NORTHEAST FROM ORIGINAL LOCATION. EA1513'DISK SHOULD BE REMOVED. EA1513 EA1513 STATION RECOVERY (2003) EA1513 EA1513'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1513'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1515 *********************************************************************** EA1515 DESIGNATION - CAR 54 NCGS EA1515 PID - EA1515 EA1515 STATE/COUNTY- NC/CARTERET EA1515 USGS QUAD - WILLISTON (1983) EA1515 EA1515 *CURRENT SURVEY CONTROL EA1515 ___________________________________________________________________ EA1515* NAD 83(1986)- 34 46 16. (N) 076 33 38. (W) SCALED EA1515* NAVD 88 - 1.781 (meters) 5.84 (feet) ADJUSTED EA1515 ___________________________________________________________________ EA1515 GEOID HEIGHT- -37.58 (meters) GEOID99 EA1515 DYNAMIC HT - 1.780 (meters) 5.84 (feet) COMP EA1515 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA1515 EA1515 VERT ORDER - SECOND CLASS II EA1515 EA1515.The horizontal coordinates were scaled from a topographic map and have EA1515.an estimated accuracy of +/- 6 seconds. EA1515 EA1515.The orthometric height was determined by differential leveling EA1515.and adjusted by the National Geodetic Survey in June 1991. EA1515 EA1515.The geoid height was determined by GEOID99. EA1515 EA1515.The dynamic height is computed by dividing the NAVD 88 EA1515.geopotential number by the normal gravity value computed on the EA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1515.degrees latitude (g = 980.6199 gals.). EA1515 EA1515.The modeled gravity was interpolated from observed gravity values. EA1515 EA1515; North East Units Estimated Accuracy EA1515;SPC NC - 116,020. 832,870. MT (+/- 180 meters Scaled) EA1515 EA1515 SUPERSEDED SURVEY CONTROL EA1515 EA1515.No superseded survey control is available for this station. EA1515 EA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD571487(NAD 83) EA1515_MARKER: DB = BENCH MARK DISK EA1515_SETTING: 31 = WALKWAY EA1515_STAMPING: CAR 54 1982 EA1515_MARK LOGO: NCGS EA1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1515+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1515 EA1515 HISTORY - Date Condition Report By EA1515 HISTORY - 1982 MONUMENTED NCGS EA1515 HISTORY - 20030501 GOOD USPSQD EA1515 EA1515 STATION DESCRIPTION EA1515 EA1515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1515'2.0 MI WNW FROM SMYRNA. EA1515'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER EA1515'TO CROSSROADS IN COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR EA1515'0.35 MILE TO OTWAY CHRISTIAN CHURCH, IN WEST EDGE OF WALKWAY TO EA1515'EDUCATION BUILDING ENTRANCE AND ON PROLONGATION OF FRONT WALL OF EA1515'SANCTUARY, 40.0 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 4.0 FEET EA1515'NORTH-NORTHEAST OF NORTHEAST CORNER OF SANCTUARY AND 70.5 FEET SOUTH EA1515'OF NORTHEAST CORNER OF EDUCATION BUILDING. EA1515'THE MARK IS ABOVE LEVEL WITH ROAD. EA1515 EA1515 STATION RECOVERY (2003) EA1515 EA1515'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1515'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1518 *********************************************************************** EA1518 DESIGNATION - CAR 57 NCGS EA1518 PID - EA1518 EA1518 STATE/COUNTY- NC/CARTERET EA1518 USGS QUAD - HARKERS ISLAND (1983) EA1518 EA1518 *CURRENT SURVEY CONTROL EA1518 ___________________________________________________________________ EA1518* NAD 83(1986)- 34 44 23. (N) 076 34 28. (W) SCALED EA1518* NAVD 88 - 1.136 (meters) 3.73 (feet) ADJUSTED EA1518 ___________________________________________________________________ EA1518 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1518 DYNAMIC HT - 1.135 (meters) 3.72 (feet) COMP EA1518 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA1518 EA1518 VERT ORDER - SECOND CLASS II EA1518 EA1518.The horizontal coordinates were scaled from a topographic map and have EA1518.an estimated accuracy of +/- 6 seconds. EA1518 EA1518.The orthometric height was determined by differential leveling EA1518.and adjusted by the National Geodetic Survey in June 1991. EA1518 EA1518.The geoid height was determined by GEOID99. EA1518 EA1518.The dynamic height is computed by dividing the NAVD 88 EA1518.geopotential number by the normal gravity value computed on the EA1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1518.degrees latitude (g = 980.6199 gals.). EA1518 EA1518.The modeled gravity was interpolated from observed gravity values. EA1518 EA1518; North East Units Estimated Accuracy EA1518;SPC NC - 112,500. 831,680. MT (+/- 180 meters Scaled) EA1518 EA1518 SUPERSEDED SURVEY CONTROL EA1518 EA1518.No superseded survey control is available for this station. EA1518 EA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD558453(NAD 83) EA1518_MARKER: DB = BENCH MARK DISK EA1518_SETTING: 32 = HEADWALL EA1518_STAMPING: CAR 57 1982 EA1518_MARK LOGO: NCGS EA1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1518+STABILITY: SURFACE MOTION EA1518 EA1518 HISTORY - Date Condition Report By EA1518 HISTORY - 1982 MONUMENTED NCGS EA1518 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1518 EA1518 STATION DESCRIPTION EA1518 EA1518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1518'3.0 MI WSW FROM SMYRNA. EA1518'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER EA1518'TO CROSSROADS IN COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR EA1518'0.8 MILE TO SR 1333, THENCE SOUTH ALONG SR 1333 FOR 2.0 MILES ON LEFT, EA1518'IN EAST HEADWALL, 0.9 MILE NORTH FROM T-INTERSECTION WITH SR 1335 IN EA1518'COMMUNITY OF STRAITS, 18.6 FEET EAST OF CENTERLINE OF ROAD, AND 15.0 EA1518'FEET SOUTH OF CENTER OF MIDDLE METAL CULVERT. EA1518'THE MARK IS ABOVE LEVEL WITH ROAD. EA1518 EA1518 STATION RECOVERY (2003) EA1518 EA1518'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1518'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1520 *********************************************************************** EA1520 DESIGNATION - CAR 58 NCGS EA1520 PID - EA1520 EA1520 STATE/COUNTY- NC/CARTERET EA1520 USGS QUAD - HARKERS ISLAND (1983) EA1520 EA1520 *CURRENT SURVEY CONTROL EA1520 ___________________________________________________________________ EA1520* NAD 83(1986)- 34 43 15. (N) 076 34 32. (W) SCALED EA1520* NAVD 88 - 1.074 (meters) 3.52 (feet) ADJUSTED EA1520 ___________________________________________________________________ EA1520 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1520 DYNAMIC HT - 1.073 (meters) 3.52 (feet) COMP EA1520 MODELED GRAV- 979,719.7 (mgal) NAVD 88 EA1520 EA1520 VERT ORDER - SECOND CLASS II EA1520 EA1520.The horizontal coordinates were scaled from a topographic map and have EA1520.an estimated accuracy of +/- 6 seconds. EA1520 EA1520.The orthometric height was determined by differential leveling EA1520.and adjusted by the National Geodetic Survey in June 1991. EA1520 EA1520.The geoid height was determined by GEOID99. EA1520 EA1520.The dynamic height is computed by dividing the NAVD 88 EA1520.geopotential number by the normal gravity value computed on the EA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1520.degrees latitude (g = 980.6199 gals.). EA1520 EA1520.The modeled gravity was interpolated from observed gravity values. EA1520 EA1520; North East Units Estimated Accuracy EA1520;SPC NC - 110,410. 831,630. MT (+/- 180 meters Scaled) EA1520 EA1520 SUPERSEDED SURVEY CONTROL EA1520 EA1520.No superseded survey control is available for this station. EA1520 EA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD557432(NAD 83) EA1520_MARKER: DB = BENCH MARK DISK EA1520_SETTING: 32 = RETAINING WALL EA1520_STAMPING: CAR 58 1982 EA1520_MARK LOGO: NCGS EA1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1520+STABILITY: SURFACE MOTION EA1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1520+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1520 EA1520 HISTORY - Date Condition Report By EA1520 HISTORY - 1982 MONUMENTED NCGS EA1520 HISTORY - 1985 GOOD USPSQD EA1520 HISTORY - 20030501 GOOD USPSQD EA1520 EA1520 STATION DESCRIPTION EA1520 EA1520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1520'2.1 MI NNW FROM HARKERS ISLAND. EA1520'AT THE NORTH END OF THE NORTHERNMOST OF TWO BRIDGES OVER THE STRAITS, EA1520'IN THE NORTH END OF A RETAINING WALL OPPOSITE AND BELOW THE NORTHWEST EA1520'WINGWALL, 39.0 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 24.0 FEET EA1520'WEST-NORTHWEST OF NORTHWEST CORNER OF BRIDGE, AND 3.0 FEET SOUTH OF EA1520'NORTH END OF RETAINING WALL. EA1520'THE MARK IS 3.5 FT BELOW ROAD. EA1520 EA1520 STATION RECOVERY (1985) EA1520 EA1520'RECOVERY NOTE BY US POWER SQUADRON 1985 EA1520'RECOVERED IN GOOD CONDITION. EA1520 EA1520 STATION RECOVERY (2003) EA1520 EA1520'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1520'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1720 *********************************************************************** EA1720 DESIGNATION - CHAD 1908 EA1720 PID - EA1720 EA1720 STATE/COUNTY- NC/CARTERET EA1720 USGS QUAD - HARKERS ISLAND (1983) EA1720 EA1720 *CURRENT SURVEY CONTROL EA1720 ___________________________________________________________________ EA1720* NAD 83(1986)- 34 43 26.16724(N) 076 33 22.80173(W) ADJUSTED EA1720* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1720 ___________________________________________________________________ EA1720 LAPLACE CORR- -2.14 (seconds) DEFLEC99 EA1720 GEOID HEIGHT- -37.57 (meters) GEOID99 EA1720 EA1720 HORZ ORDER - THIRD EA1720 EA1720.The North Carolina/South Carolina HARNS have been completed but, EA1720.due to contractual restrictions, coordinates for these stations EA1720.will NOT be published in the near future. In the interim, the EA1720.published coordinates in North and South Carolina will not be EA1720.consistent with the Continuously Operating Reference Stations EA1720.(CORS). The HARN coordinates for these stations are available EA1720.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1720.Lapine(803-896-7700). EA1720. EA1720.In addition, the published North and South Carolina positions EA1720.(NAD 83 (1986)) are NOT consistent with those determined in EA1720.adjacent state readjustments. The discontinuity between stations EA1720.located in North or South Carolina and those in adjacent states EA1720.which have been adjusted to the HARN may be as much as 5 EA1720.decimeters. This will result in a significant loss of accuracy EA1720.over lines crossing such state borders. EA1720 EA1720 EA1720.The horizontal coordinates were established by classical geodetic methods EA1720.and adjusted by the National Geodetic Survey in July 1986. EA1720 EA1720.The orthometric height was scaled from a topographic map. EA1720 EA1720.The Laplace correction was computed from DEFLEC99 derived deflections. EA1720 EA1720.The geoid height was determined by GEOID99. EA1720 EA1720; North East Units Scale Converg. EA1720;SPC NC - 110,794.224 833,383.974 MT 0.99991474 +1 24 37.5 EA1720;UTM 18 - 3,843,531.831 357,500.435 MT 0.99985028 -0 53 12.0 EA1720 EA1720 SUPERSEDED SURVEY CONTROL EA1720 EA1720 NAD 27 - 34 43 25.58491(N) 076 33 24.07492(W) AD( ) 3 EA1720 EA1720.Superseded values are not recommended for survey control. EA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1720.See file dsdata.txt to determine how the superseded data were derived. EA1720 EA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5750043532(NAD 83) EA1720_MARKER: K = CLAY TILE PIPE EA1720_SETTING: 0 = UNSPECIFIED SETTING EA1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1720 EA1720 HISTORY - Date Condition Report By EA1720 HISTORY - 1908 MONUMENTED CGS EA1720 HISTORY - 1915 GOOD CGS EA1720 HISTORY - 1932 SEE DESCRIPTION CGS EA1720 HISTORY - 1947 SEE DESCRIPTION CGS EA1720 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1720 EA1720 STATION DESCRIPTION EA1720 EA1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH) EA1720'CHAD IS LOCATED ON ONE OF THE LARGEST SAND HILLS IN ITS IMMEDIATE EA1720'VICINITY. NO SKETCH WOULD BE OF ASSISTANCE. THE BEST WAY TO EA1720'FIND IT WOULD BE TO PLOT IT ON CHART, THEN TRY AND FIND IT. THE EA1720'SAND HILL WILL PROBABLY CHANGE CONSIDERABLY SO A REFERENCE MARK EA1720'WAS ESTABLISHED DOWN ON THE MARSH SIDE SOME 10 OR 15 METERS TO EA1720'THE WESTWARD AND NORTHWARD OF THE EDGE OF SAND RIDGE NEAREST EA1720'CORE SOUND. CHAD IS MARKED BY A SMALL PIECE OF TIMBER NAILED EA1720'ACROSS SOME SMALLER PIECES OF TIMBER AND BURIED 20 IN BELOW EA1720'THE SURFACE. NAILS IN FORM OF CROSS MARKS THE POINT. OTHER EA1720'NAILS WERE USED TO HOLD TARGET IN PLACE. CHAD REFERENCE EA1720'MARK WILL BE MORE PERMANENT. IT IS A 4 INCH TERRA COTTA EA1720'PIPE BURIED ABOUT 16 INCHES BELOW THE SURFACE. SURFACE MARK EA1720'IS A 4 INCH TERRA COTTA PIPE ENCASED IN CEMENT AND TOP EA1720'PROJECTING ABOUT 8 INCHES ABOVE SURFACE. LETTERS U.S. WERE EA1720'SCRATCHED IN CEMENT. THREE CEDAR POINTS WERE PLACED EA1720'2.0 METERS N.E. AND W. RESPECTIVELY FROM THE PIPES. THE BEST EA1720'GUIDE TOWARD FINDING STATION IS A BEARING TO S.E. CHANNEL EA1720'STAKE AND THE FISHERMANS HOUSE REFERRED TO IN DIRECTIONS. EA1720' EA1720'REPLACES CHADWICK WHICH IS LOST. EA1720 EA1720 STATION RECOVERY (1915) EA1720 EA1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (EHP) EA1720'VISITED IN 1915 AND FOUND AND LEFT AS DESCRIBED BY HILL IN 1908 EA1720'EXCEPT THAT A 2 X 4 BENCH WAS SET OVER THE STATION. EA1720' EA1720'ADDITIONAL OBSERVATIONS WERE MADE AT BOTH THE STATION AND THE EA1720'REFERENCE MARK. EA1720 EA1720 STATION RECOVERY (1932) EA1720 EA1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM) EA1720'THIS STATION WAS FOUND ENTIRELY DESTROYED, THE TIMBER MARK, AS EA1720'DESCRIBED, BEING FOUND IN A GULLY ABOUT 20 YARDS FROM ITS RIGHT EA1720'POSITION. THE REFERENCE MARK WAS FOUND AS DESCRIBED, BUT PARTLY EA1720'BROKEN UP. THE THREE CEDAR POSTS WERE FOUND AS DESCRIBED, TWO EA1720'DECAYED AND ONE STANDING. THE FISH HOUSE IS STILL STANDING. EA1720' EA1720'A NEW STATION, DOWD, WAS ESTABLISHED IN THE VICINITY. EA1720 EA1720 STATION RECOVERY (1947) EA1720 EA1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1720'UNABLE TO FIND STATION. SEARCH DISCONTINUED AFTER 1 HOUR. NO EA1720'SAND HILLS EXIST IN THE VICINITY AT THE PRESENT TIME. IT IS EA1720'RECOMMENDED THAT THE SURFACE AND SUBSURFACE MARKS BE CONSIDERED EA1720'DESTROYED. ACCORDING TO LOCAL INFORMATION, THE DUNES HAVE BEEN EA1720'WASHED AWAY. EA1720 EA1720 STATION RECOVERY (2003) EA1720 EA1720'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1720'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1583 *********************************************************************** EA1583 DESIGNATION - CORE SOUND LIGHT NO 41 EA1583 PID - EA1583 EA1583 STATE/COUNTY- NC/CARTERET EA1583 USGS QUAD - HORSEPEN POINT (1950) EA1583 EA1583 *CURRENT SURVEY CONTROL EA1583 ___________________________________________________________________ EA1583* NAD 83(1986)- 34 43 00.75544(N) 076 29 58.53060(W) ADJUSTED EA1583* NAVD 88 - EA1583 ___________________________________________________________________ EA1583 LAPLACE CORR- -1.74 (seconds) DEFLEC99 EA1583 GEOID HEIGHT- -37.65 (meters) GEOID99 EA1583 EA1583 HORZ ORDER - THIRD EA1583 EA1583.The North Carolina/South Carolina HARNS have been completed but, EA1583.due to contractual restrictions, coordinates for these stations EA1583.will NOT be published in the near future. In the interim, the EA1583.published coordinates in North and South Carolina will not be EA1583.consistent with the Continuously Operating Reference Stations EA1583.(CORS). The HARN coordinates for these stations are available EA1583.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1583.Lapine(803-896-7700). EA1583. EA1583.In addition, the published North and South Carolina positions EA1583.(NAD 83 (1986)) are NOT consistent with those determined in EA1583.adjacent state readjustments. The discontinuity between stations EA1583.located in North or South Carolina and those in adjacent states EA1583.which have been adjusted to the HARN may be as much as 5 EA1583.decimeters. This will result in a significant loss of accuracy EA1583.over lines crossing such state borders. EA1583 EA1583 EA1583.The horizontal coordinates were established by classical geodetic methods EA1583.and adjusted by the National Geodetic Survey in July 1986. EA1583 EA1583 EA1583.The Laplace correction was computed from DEFLEC99 derived deflections. EA1583 EA1583.The geoid height was determined by GEOID99. EA1583 EA1583; North East Units Scale Converg. EA1583;SPC NC - 110,140.861 838,598.848 MT 0.99991587 +1 26 35.4 EA1583;UTM 18 - 3,842,670.028 362,684.546 MT 0.99983240 -0 51 15.1 EA1583 EA1583 SUPERSEDED SURVEY CONTROL EA1583 EA1583 NAD 27 - 34 43 00.16798(N) 076 29 59.81346(W) AD( ) 3 EA1583 EA1583.Superseded values are not recommended for survey control. EA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1583.See file dsdata.txt to determine how the superseded data were derived. EA1583 EA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6268542670(NAD 83) EA1583_MARKER: 14 = NAVIGATION LIGHT EA1583 EA1583 HISTORY - Date Condition Report By EA1583 HISTORY - 1949 FIRST OBSERVED CGS EA1583 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1583 EA1583 STATION DESCRIPTION EA1583 EA1583'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1425 *********************************************************************** EA1425 DESIGNATION - CULL EA1425 PID - EA1425 EA1425 STATE/COUNTY- NC/CARTERET EA1425 USGS QUAD - BEAUFORT (1987) EA1425 EA1425 *CURRENT SURVEY CONTROL EA1425 ___________________________________________________________________ EA1425* NAD 83(1986)- 34 44 45.82724(N) 076 43 41.87283(W) ADJUSTED EA1425* NAVD 88 - 2.170 (meters) 7.12 (feet) ADJUSTED EA1425 ___________________________________________________________________ EA1425 LAPLACE CORR- -0.43 (seconds) DEFLEC99 EA1425 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1425 DYNAMIC HT - 2.168 (meters) 7.11 (feet) COMP EA1425 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EA1425 EA1425 HORZ ORDER - SECOND EA1425 VERT ORDER - SECOND CLASS II EA1425 EA1425.The North Carolina/South Carolina HARNS have been completed but, EA1425.due to contractual restrictions, coordinates for these stations EA1425.will NOT be published in the near future. In the interim, the EA1425.published coordinates in North and South Carolina will not be EA1425.consistent with the Continuously Operating Reference Stations EA1425.(CORS). The HARN coordinates for these stations are available EA1425.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1425.Lapine(803-896-7700). EA1425. EA1425.In addition, the published North and South Carolina positions EA1425.(NAD 83 (1986)) are NOT consistent with those determined in EA1425.adjacent state readjustments. The discontinuity between stations EA1425.located in North or South Carolina and those in adjacent states EA1425.which have been adjusted to the HARN may be as much as 5 EA1425.decimeters. This will result in a significant loss of accuracy EA1425.over lines crossing such state borders. EA1425 EA1425 EA1425.The horizontal coordinates were established by classical geodetic methods EA1425.and adjusted by the National Geodetic Survey in July 1986. EA1425 EA1425.The orthometric height was determined by differential leveling EA1425.and adjusted by the National Geodetic Survey in June 1991. EA1425 EA1425.The Laplace correction was computed from DEFLEC99 derived deflections. EA1425 EA1425.The geoid height was determined by GEOID99. EA1425 EA1425.The dynamic height is computed by dividing the NAVD 88 EA1425.geopotential number by the normal gravity value computed on the EA1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1425.degrees latitude (g = 980.6199 gals.). EA1425 EA1425.The modeled gravity was interpolated from observed gravity values. EA1425 EA1425; North East Units Scale Converg. EA1425;SPC NC - 112,874.111 817,582.758 MT 0.99991128 +1 18 40.2 EA1425;UTM 18 - 3,846,243.184 341,795.799 MT 0.99990849 -0 59 06.8 EA1425 EA1425: Primary Azimuth Mark Grid Az EA1425:SPC NC - CURVE 200 21 30.0 EA1425:UTM 18 - CURVE 202 39 17.0 EA1425 EA1425|---------------------------------------------------------------------| EA1425| PID Reference Object Distance Geod. Az | EA1425| dddmmss.s | EA1425| EA1426 CURVE APPROX. 0.7 KM 2014010.2 | EA1425|---------------------------------------------------------------------| EA1425 EA1425 SUPERSEDED SURVEY CONTROL EA1425 EA1425 NAD 27 - 34 44 45.24701(N) 076 43 43.11453(W) AD( ) 2 EA1425 NGVD 29 - 2.3 (m) 8. (f) VERT ANG EA1425 EA1425.Superseded values are not recommended for survey control. EA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1425.See file dsdata.txt to determine how the superseded data were derived. EA1425 EA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4179646243(NAD 83) EA1425_MARKER: DE = TRAVERSE STATION DISK EA1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1425_STAMPING: CULL 1968 EA1425_MARK LOGO: NCGS EA1425_PROJECTION: FLUSH EA1425_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EA1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1425+STABILITY: SURFACE MOTION EA1425 EA1425 HISTORY - Date Condition Report By EA1425 HISTORY - 1968 MONUMENTED NCGS EA1425 HISTORY - 1982 GOOD NCGS EA1425 HISTORY - 19840101 GOOD NCGS EA1425 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1425 EA1425 STATION DESCRIPTION EA1425 EA1425'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1425'CULL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1425'IN THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1425' EA1425'CULL IS LOCATED APPROXIMATELY 2.0 MILES NORTHWEST OF THE EA1425'CENTER OF MOREHEAD CITY. TO REACH STATION PROCEED FROM THE EA1425'INTERSECTION OF 20TH ST. (SR 1176) WITH U.S. 70 (ARENDELL ST.) EA1425'IN MOREHEAD CITY, GO NORTH ON 20TH ST. FOR 1.65 MILES TO EA1425'STATION. WHICH IS IN THE SOUTHEAST QUADRANT OF INTERSECTION EA1425'OF FARM ROAD WITH SR 1176, ON EAST DITCH BANK, 0.8 MILE SOUTH EA1425'OF INTERSECTION OF SR 1176 WITH SR 1177, AND 0.5 MILE NORTH EA1425'OF INTERSECTION OF SR 1178. EA1425' EA1425'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1425'CULL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1425'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1425' EA1425'MARK IS EA1425' EA1425'32.7 FT ENE OF C/L OF SR 1176 EA1425' EA1425'25.0 FT SW OF PP WITH ALUMINUM REF. TAG IN NE QUAD OF EA1425'INTERSECTION OF FARM ROAD WITH SR 1176 EA1425' EA1425'12.8 FT SE OF C/L OF FARM ROAD INTERSECTION OVER CENTER OF EA1425'DITCH EA1425' EA1425'67.0 FT ENE OF TP 29 WITH ALUMINUM REF. TAG ON W SIDE OF SR 1176 EA1425 EA1425 STATION RECOVERY (1982) EA1425 EA1425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1425'1.7 MI NORTH FROM MOREHEAD CITY. EA1425'1.7 MILES NORTH ALONG SR 1176 (NORTH 20TH STREET) FROM THE EA1425'INTERSECTION WITH US 70 (ARENDELL STREET) IN MOREHEAD CITY TO AN EA1425'UNPAVED ROAD LEADING EAST, IN NORTHEAST QUADRANT OF T-INTERSECTION, EA1425'33.0 FEET EAST-NORTHEAST OF CENTERLINE OF ROAD, 52.5 FEET EA1425'NORTH-NORTHEAST OF NORTH END OF CULVERT UNDER T-ROAD, 10.0 FEET SOUTH EA1425'OF CENTERLINE OF A FARM FIELD ROAD, 25.0 FEET SOUTHWEST OF POWER POLE EA1425'WITH REFERENCE TAG AND 67.0 FEET EAST-NORTHEAST OF AND ACROSS ROAD EA1425'FROM TELEPHONE POLE (29) WITH REFERENCE TAG. EA1425'THE MARK IS 1.0 FT ABOVE ROAD. EA1425 EA1425 STATION RECOVERY (1984) EA1425 EA1425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1425'RECOVERED IN GOOD CONDITION. EA1425 EA1425 STATION RECOVERY (2003) EA1425 EA1425'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1425'NO REF TAGS NEW GRADING 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1836 *********************************************************************** EA1836 DESIGNATION - DANNY NCGS 1968 EA1836 PID - EA1836 EA1836 STATE/COUNTY- NC/CARTERET EA1836 USGS QUAD - BEAUFORT (1987) EA1836 EA1836 *CURRENT SURVEY CONTROL EA1836 ___________________________________________________________________ EA1836* NAD 83(1986)- 34 43 54.34247(N) 076 43 42.68460(W) ADJUSTED EA1836* NAVD 88 - 2.2 (meters) 7. (feet) VERTCON EA1836 ___________________________________________________________________ EA1836 LAPLACE CORR- -0.43 (seconds) DEFLEC99 EA1836 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1836 EA1836 HORZ ORDER - SECOND EA1836 EA1836.The North Carolina/South Carolina HARNS have been completed but, EA1836.due to contractual restrictions, coordinates for these stations EA1836.will NOT be published in the near future. In the interim, the EA1836.published coordinates in North and South Carolina will not be EA1836.consistent with the Continuously Operating Reference Stations EA1836.(CORS). The HARN coordinates for these stations are available EA1836.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1836.Lapine(803-896-7700). EA1836. EA1836.In addition, the published North and South Carolina positions EA1836.(NAD 83 (1986)) are NOT consistent with those determined in EA1836.adjacent state readjustments. The discontinuity between stations EA1836.located in North or South Carolina and those in adjacent states EA1836.which have been adjusted to the HARN may be as much as 5 EA1836.decimeters. This will result in a significant loss of accuracy EA1836.over lines crossing such state borders. EA1836 EA1836 EA1836.The horizontal coordinates were established by classical geodetic methods EA1836.and adjusted by the National Geodetic Survey in July 1986. EA1836 EA1836.The NAVD 88 height was computed by applying the VERTCON shift value to EA1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1836 EA1836.The Laplace correction was computed from DEFLEC99 derived deflections. EA1836 EA1836.The geoid height was determined by GEOID99. EA1836 EA1836; North East Units Scale Converg. EA1836;SPC NC - 111,287.664 817,598.413 MT 0.99991350 +1 18 39.7 EA1836;UTM 18 - 3,844,657.390 341,747.880 MT 0.99990868 -0 59 06.0 EA1836 EA1836: Primary Azimuth Mark Grid Az EA1836:SPC NC - SEWELL 336 34 08.6 EA1836:UTM 18 - SEWELL 338 51 54.3 EA1836 EA1836|---------------------------------------------------------------------| EA1836| PID Reference Object Distance Geod. Az | EA1836| dddmmss.s | EA1836| EA1427 SEWELL APPROX. 0.7 KM 3375248.3 | EA1836|---------------------------------------------------------------------| EA1836 EA1836 SUPERSEDED SURVEY CONTROL EA1836 EA1836 NAD 27 - 34 43 53.76209(N) 076 43 43.92663(W) AD( ) 2 EA1836 NGVD 29 - 2.5 (m) 8. (f) VERT ANG EA1836 EA1836.Superseded values are not recommended for survey control. EA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1836.See file dsdata.txt to determine how the superseded data were derived. EA1836 EA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4174844657(NAD 83) EA1836_MARKER: DE = TRAVERSE STATION DISK EA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1836+STABILITY: SURFACE MOTION EA1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1836+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1836 EA1836 HISTORY - Date Condition Report By EA1836 HISTORY - 1968 MONUMENTED NCGS EA1836 HISTORY - 20030501 GOOD USPSQD EA1836 EA1836 STATION DESCRIPTION EA1836 EA1836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1836'DANNY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1836'IN THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1836' EA1836'DANNY IS LOCATED APPROXIMATELY 1.1 MILES NORTHWEST OF THE EA1836'CENTER OF MOREHEAD CITY. TO REACH STATION PROCEED FROM THE EA1836'INTERSECTION OF 20TH ST. (SR 1176) WITH U.S. 70 (ARENDELL ST.) EA1836'IN MOREHEAD CITY, GO NORTH ON 20TH ST. FOR 0.6 MILE TO EA1836'STATION. WHICH IS ON THE EAST SHOULDER OF 20TH ST. IN CURVE, EA1836'AND 0.2 MILE SOUTH OF INTERSECTION OF SR 1179 WITH SR 1176. EA1836' EA1836'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1836'DANNY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA1836'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA1836' EA1836'MARK IS EA1836' EA1836'15.7 FT E OF C/L OF 20TH ST. EA1836' EA1836'98.8 FT NNW OF PP 2321 ON E SIDE OF 20TH ST., AND WITH ALUMINUM EA1836'REF. TAG EA1836' EA1836'91.0 FT NE OF TP 7 ON W SIDE OF 20TH ST., AND WITH ALUMINUM EA1836'REF. TAG EA1836' EA1836'30.1 FT W OF NW CORNER OF WHITE ONE STORY HOUSE EA1836' EA1836'92.0 FT NE OF 4X4 POST WITH MOREHEAD CITY LIMIT SIGN, AND EA1836'WITH ALUMINUM REF. TAG EA1836' EA1836'31.3 FT WSW OF 6 INCH OAK TREE IN NW SIDE OF YARD OF ONE EA1836'STORY WHITE FRAME HOUSE EA1836' EA1836'24.9 FT W OF 6 INCH PECAN TREE EA1836' EA1836'71.7 FT NNW OF METAL PROPERTY CORNER POST IN SW CORNER OF YARD EA1836 EA1836 STATION RECOVERY (2003) EA1836 EA1836'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1836'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1725 *********************************************************************** EA1725 DESIGNATION - DEEP 1913 EA1725 PID - EA1725 EA1725 STATE/COUNTY- NC/CARTERET EA1725 USGS QUAD - HARKERS ISLAND (1983) EA1725 EA1725 *CURRENT SURVEY CONTROL EA1725 ___________________________________________________________________ EA1725* NAD 83(1986)- 34 42 44.61377(N) 076 34 05.36577(W) ADJUSTED EA1725* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1725 ___________________________________________________________________ EA1725 LAPLACE CORR- -2.01 (seconds) DEFLEC99 EA1725 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1725 EA1725 HORZ ORDER - THIRD EA1725 EA1725.The North Carolina/South Carolina HARNS have been completed but, EA1725.due to contractual restrictions, coordinates for these stations EA1725.will NOT be published in the near future. In the interim, the EA1725.published coordinates in North and South Carolina will not be EA1725.consistent with the Continuously Operating Reference Stations EA1725.(CORS). The HARN coordinates for these stations are available EA1725.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1725.Lapine(803-896-7700). EA1725. EA1725.In addition, the published North and South Carolina positions EA1725.(NAD 83 (1986)) are NOT consistent with those determined in EA1725.adjacent state readjustments. The discontinuity between stations EA1725.located in North or South Carolina and those in adjacent states EA1725.which have been adjusted to the HARN may be as much as 5 EA1725.decimeters. This will result in a significant loss of accuracy EA1725.over lines crossing such state borders. EA1725 EA1725 EA1725.The horizontal coordinates were established by classical geodetic methods EA1725.and adjusted by the National Geodetic Survey in July 1986. EA1725 EA1725.The orthometric height was scaled from a topographic map. EA1725 EA1725.The Laplace correction was computed from DEFLEC99 derived deflections. EA1725 EA1725.The geoid height was determined by GEOID99. EA1725 EA1725; North East Units Scale Converg. EA1725;SPC NC - 109,487.641 832,332.811 MT 0.99991660 +1 24 12.9 EA1725;UTM 18 - 3,842,268.507 356,397.822 MT 0.99985417 -0 53 35.3 EA1725 EA1725: Primary Azimuth Mark Grid Az EA1725:SPC NC - WEST 1913 022 30 59.7 EA1725:UTM 18 - WEST 1913 024 48 47.9 EA1725 EA1725|---------------------------------------------------------------------| EA1725| PID Reference Object Distance Geod. Az | EA1725| dddmmss.s | EA1725| EA1778 WEST 1913 APPROX. 1.3 KM 0235512.6 | EA1725| EA1780 WICK APPROX. 2.0 KM 0423415.5 | EA1725| EA1779 WESTMOUTH BAY LIGHT APPROX. 1.6 KM 0684133.4 | EA1725| EA1750 MARSHALLBERG BAP CHURCH SPIRE APPROX. 5.1 KM 0694256.3 | EA1725| EA1784 MARSHALLBERG CHURCH SPIRE APPROX. 4.8 KM 0740523.6 | EA1725| EA1724 CRAB POINT LIGHT APPROX. 2.3 KM 0800537.3 | EA1725| EA1761 NORTH RIVER POST LIGHT APPROX. 1.9 KM 2823558.0 | EA1725| EA1776 UN UNLIGHTED BEACON APPROX. 0.9 KM 3030820.9 | EA1725|---------------------------------------------------------------------| EA1725 EA1725 SUPERSEDED SURVEY CONTROL EA1725 EA1725 NAD 27 - 34 42 44.02984(N) 076 34 06.63844(W) AD( ) 3 EA1725 EA1725.Superseded values are not recommended for survey control. EA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1725.See file dsdata.txt to determine how the superseded data were derived. EA1725 EA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5639842269(NAD 83) EA1725_MARKER: U = CONCRETE POST EA1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1725 EA1725 HISTORY - Date Condition Report By EA1725 HISTORY - 1913 MONUMENTED CGS EA1725 HISTORY - 1927 GOOD CGS EA1725 HISTORY - 1947 SEE DESCRIPTION CGS EA1725 HISTORY - 1953 SEE DESCRIPTION CGS EA1725 HISTORY - 1964 SEE DESCRIPTION CGS EA1725 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1725 EA1725 STATION DESCRIPTION EA1725 EA1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1725'ON THE S SIDE NEAR THE W END OF THE STRAITS BETWEEN CORE SOUND EA1725'AND NORTH RIVER ON THE N SHORE OF HARKERS ISLAND, ABOUT 800 EA1725'YARDS W OF WESTMOUTH BAY, ON A SLOWLY CURVING SAND BEACH, BACK EA1725'IN THE SAND 16 YARDS FROM HIGH-WATER MARK. THE FOLLOWING EA1725'MAGNETIC BEARINGS WILL AID IN LOCATING THE SPOT. STRAITS POST EA1725'OFFICE DUE N. WESTMOUTH BAY LIGHT, ON RANGE WITH A HOUSE ON EA1725'CRAB POINT, N 71 DEG E. NORTH RIVER LIGHT BEARS N 74 DEG EA1725'W. THE STATION AND UNDERGROUND MARKS ARE CONCRETE EA1725'MONUMENTS. NAILS IN BLAZES ON PINE TREES SERVE AS WITNESS EA1725'MARKS. DISTANCES AND BEARINGS FROM THE STATION ARE AS EA1725'FOLLOWS--TO A TRIANGLE OF NAILS ON A 10-INCH PINE, 17.82 METERS EA1725'(59.5 FEET), S 75 DEG 59 MIN E. TO A SQUARE OF NAILS ON A EA1725'20-INCH PINE, 4.20 METERS (13.8 FEET), S 42 DEG 41 MIN W. TO A EA1725'CROSS OF NAILS IN A 6-INCH PINE, 10.40 METERS (34.1 FEET), S 52 EA1725'DEG 11 MIN W. EA1725 EA1725 STATION RECOVERY (1927) EA1725 EA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1725'STATION MARK WAS RECOVERED IN GOOD CONDITION. ALL THE WITNESS MARKS EA1725'WERE FOUND EXCEPT THE ONE CONSISTING OF A CROSS OF NAILS IN A EA1725'6-INCH PINE, WHICH IS GONE. THE UNDERGROUND MARK WAS NOT EA1725'INVESTIGATED. EA1725' EA1725'THE ORIGINAL DESCRIPTION OF STATION APPEARS TO BE ADEQUATE WITH EA1725'RESPECT OF LOCALITY. EA1725 EA1725 STATION RECOVERY (1947) EA1725 EA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1725'UNABLE TO FIND. ALL WITNESS MARKS ARE GONE. LOCAL INFORMATION EA1725'STATES TREES AND STATION WERE WASHED AWAY IN 1933. RECOMMEND EA1725'STATION BE CONSIDERED DESTROYED. EA1725 EA1725 STATION RECOVERY (1953) EA1725 EA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR) EA1725'THE STATION WAS RECOMMENDED TO BE CONSIDERED LOST IN A 1947 EA1725'RECOVERY NOTE. IT IS A CAST CONCRETE 8 IN. SQUARE MONUMENT WITH EA1725'A TRIANGLE INSCRIBED AROUND C AND G S 1913. THERE IS THE EA1725'REMAINS OF A NAIL IN THE CENTER. IT NOW PROTRUDES ABOVE THE EA1725'SURFACE APPROXIMATELY 6 IN. AT THE EDGE OF THE SHORELINE EA1725'APPROXIMATELY 0.8 MILE EAST OF HARKERS ISLAND BRIDGE. IT IS EA1725'ABOUT 10 METERS FROM A CLUMP OF PINE TREES EAST ALONG THE EA1725'SHORELINE. EA1725' EA1725'NO WITNESS MARKS WERE FOUND. EA1725 EA1725 STATION RECOVERY (1964) EA1725 EA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1725'LOST. A SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION OF EA1725'THE STATION, BUT NOTHING WAS FOUND. IN 1947 R.J.S. RECOMMENDED EA1725'THAT THE STATION BE CLASSIFIED AS DESTROYED. THE SHORELINE OF EA1725'THE ISLAND IS RECEDING RAPIDLY AND THE SITE OF THE STATION IS EA1725'NOW ERODED BADLY. EA1725 EA1725 STATION RECOVERY (2003) EA1725 EA1725'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1725'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1727 *********************************************************************** EA1727 DESIGNATION - EAST 1913 EA1727 PID - EA1727 EA1727 STATE/COUNTY- NC/CARTERET EA1727 USGS QUAD - HARKERS ISLAND (1983) EA1727 EA1727 *CURRENT SURVEY CONTROL EA1727 ___________________________________________________________________ EA1727* NAD 83(1986)- 34 42 21.97418(N) 076 31 09.57438(W) ADJUSTED EA1727* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1727 ___________________________________________________________________ EA1727 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EA1727 GEOID HEIGHT- -37.62 (meters) GEOID99 EA1727 EA1727 HORZ ORDER - THIRD EA1727 EA1727.The North Carolina/South Carolina HARNS have been completed but, EA1727.due to contractual restrictions, coordinates for these stations EA1727.will NOT be published in the near future. In the interim, the EA1727.published coordinates in North and South Carolina will not be EA1727.consistent with the Continuously Operating Reference Stations EA1727.(CORS). The HARN coordinates for these stations are available EA1727.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1727.Lapine(803-896-7700). EA1727. EA1727.In addition, the published North and South Carolina positions EA1727.(NAD 83 (1986)) are NOT consistent with those determined in EA1727.adjacent state readjustments. The discontinuity between stations EA1727.located in North or South Carolina and those in adjacent states EA1727.which have been adjusted to the HARN may be as much as 5 EA1727.decimeters. This will result in a significant loss of accuracy EA1727.over lines crossing such state borders. EA1727 EA1727 EA1727.The horizontal coordinates were established by classical geodetic methods EA1727.and adjusted by the National Geodetic Survey in July 1986. EA1727 EA1727.The orthometric height was scaled from a topographic map. EA1727 EA1727.The Laplace correction was computed from DEFLEC99 derived deflections. EA1727 EA1727.The geoid height was determined by GEOID99. EA1727 EA1727; North East Units Scale Converg. EA1727;SPC NC - 108,900.931 836,821.728 MT 0.99991763 +1 25 54.4 EA1727;UTM 18 - 3,841,502.421 360,859.303 MT 0.99983862 -0 51 54.7 EA1727 EA1727: Primary Azimuth Mark Grid Az EA1727:SPC NC - COWPEN 082 33 13.0 EA1727:UTM 18 - COWPEN 084 51 02.1 EA1727 EA1727|---------------------------------------------------------------------| EA1727| PID Reference Object Distance Geod. Az | EA1727| dddmmss.s | EA1727| EA1752 MARSHALLBURG LIGHT APPROX. 1.0 KM 0212530.0 | EA1727| EA1569 BELLS POINT LIGHT APPROX. 4.0 KM 0612256.2 | EA1727| EA1572 COWPEN APPROX. 4.1 KM 0835907.4 | EA1727| EA1578 RUSH IS HOGPEN BAY CLUBHSE CHY APPROX. 3.6 KM 1413503.8 | EA1727|---------------------------------------------------------------------| EA1727 EA1727 SUPERSEDED SURVEY CONTROL EA1727 EA1727 NAD 27 - 34 42 21.39108(N) 076 31 10.85193(W) AD( ) 3 EA1727 EA1727.Superseded values are not recommended for survey control. EA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1727.See file dsdata.txt to determine how the superseded data were derived. EA1727 EA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6085941502(NAD 83) EA1727_MARKER: U = CONCRETE POST EA1727_SETTING: 0 = UNSPECIFIED SETTING EA1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1727 EA1727 HISTORY - Date Condition Report By EA1727 HISTORY - 1913 MONUMENTED CGS EA1727 HISTORY - 1927 MARK NOT FOUND CGS EA1727 HISTORY - 1947 SEE DESCRIPTION CGS EA1727 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1727 EA1727 STATION DESCRIPTION EA1727 EA1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1727'ON THE W SIDE OF CORE SOUND, ON THE E END OF CRANEY ISLAND THE EA1727'LARGEST ONE OF THE ISLANDS IN THE NE QUARTER OF THE HARKERS EA1727'ISLAND GROUP, ABOUT 650 YARDS N FROM EASTMOUTH BAY, ABOUT 220 EA1727'YARDS N OF A SAND DUNE, 8 FEET HIGH, AND 222 YARDS S OF THE TREE EA1727'LINE WHICH EXTENDS OVER TO THE BEACH, ON THE NARROW SAND RIDGE EA1727'BETWEEN THE SOUND AND AN EXTENSIVE MARSH INLAND, ABOUT 1 FOOT EA1727'ABOVE HIGH WATER, 6 YARDS N OF A SMALL OUTLET FROM THE EA1727'MARSH. THE STATION AND UNDERGROUND MARKS ARE CONCRETE EA1727'MONUMENTS. THERE ARE NO REFERENCE MARKS. MAGNETIC BEARINGS EA1727'FROM THE STATION ARE AS FOLLOWS--TO MARSHALLBURG LIGHT, N 25 EA1727'DEG 30 MIN E. TO THE STRAITS ENTRANCE LIGHT, N 60 DEG 30 MIN EA1727'E. TO CAPE LOOKOUT LIGHTHOUSE S 7 DEG W. EA1727 EA1727 STATION RECOVERY (1927) EA1727 EA1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1727'SEARCHED FOR BUT NOT RECOVERED. SHORE LINE HAS CHANGED EA1727'CONSIDERABLY AT THIS POINT SO THAT THE STATION PROBABLY HAS BEEN EA1727'LOST. EA1727' EA1727'BEARINGS INDICATE THAT THE LOCALITY IS NOW ABOUT 25 METERS EA1727'OUTSIDE HIGH-WATER MARK AND COVERED AT LOW WATER. EA1727 EA1727 STATION RECOVERY (1947) EA1727 EA1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1727'UNABLE TO FIND. AFTER A HALF HOUR, SEARCH WAS DISCONTINUED AS EA1727'SHORE LINE HAS CHANGED CONSIDERABLY. EA1727' EA1727'RECOMMEND STATION BE CONSIDERED DESTROYED. EA1727 EA1727 STATION RECOVERY (2003) EA1727 EA1727'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1727'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0244 *********************************************************************** EA0244 DESIGNATION - F 238 EA0244 PID - EA0244 EA0244 STATE/COUNTY- NC/CARTERET EA0244 USGS QUAD - WILLISTON (1983) EA0244 EA0244 *CURRENT SURVEY CONTROL EA0244 ___________________________________________________________________ EA0244* NAD 83(1986)- 34 46 55. (N) 076 34 47. (W) SCALED EA0244* NAVD 88 - 1.198 (meters) 3.93 (feet) ADJUSTED EA0244 ___________________________________________________________________ EA0244 GEOID HEIGHT- -37.56 (meters) GEOID99 EA0244 DYNAMIC HT - 1.197 (meters) 3.93 (feet) COMP EA0244 MODELED GRAV- 979,719.8 (mgal) NAVD 88 EA0244 EA0244 VERT ORDER - SECOND CLASS 0 EA0244 EA0244.The horizontal coordinates were scaled from a topographic map and have EA0244.an estimated accuracy of +/- 6 seconds. EA0244 EA0244.The orthometric height was determined by differential leveling EA0244.and adjusted by the National Geodetic Survey in June 1991. EA0244 EA0244.The geoid height was determined by GEOID99. EA0244 EA0244.The dynamic height is computed by dividing the NAVD 88 EA0244.geopotential number by the normal gravity value computed on the EA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0244.degrees latitude (g = 980.6199 gals.). EA0244 EA0244.The modeled gravity was interpolated from observed gravity values. EA0244 EA0244; North East Units Estimated Accuracy EA0244;SPC NC - 117,180. 831,090. MT (+/- 180 meters Scaled) EA0244 EA0244 SUPERSEDED SURVEY CONTROL EA0244 EA0244 NGVD 29 - 1.501 (m) 4.92 (f) ADJ UNCH 2 0 EA0244 EA0244.Superseded values are not recommended for survey control. EA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0244.See file dsdata.txt to determine how the superseded data were derived. EA0244 EA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554499(NAD 83) EA0244_MARKER: DB = BENCH MARK DISK EA0244_SETTING: 30 = CULVERT EA0244_STAMPING: F 238 1947 EA0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0244 EA0244 HISTORY - Date Condition Report By EA0244 HISTORY - 1947 MONUMENTED CGS EA0244 HISTORY - 1962 GOOD NGS EA0244 HISTORY - 1982 MARK NOT FOUND NCGS EA0244 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0244 EA0244 STATION DESCRIPTION EA0244 EA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0244'5.9 MI SW FROM WILLISTON. EA0244'ABOUT 5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST EA0244'OFFICE BUILDING AT WILLISTON, ABOUT 7.7 MILES NORTHEAST OF THE EA0244'BEAUFORT HIGH SCHOOL AT BEAUFORT, ON THE TOP AND IN THE CENTER OF EA0244'A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 17.5 FEET NORTH OF EA0244'THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE EA0244'OF A SAND ROAD LEADING NORTH, ABOUT 1/2 FOOT BELOW THE SURFACE EA0244'OF THE HIGHWAY. EA0244 EA0244 STATION RECOVERY (1982) EA0244 EA0244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0244'PROBABLY DESTROYED. SAND ROAD HAS BEEN WIDENED AND IMPROVED, HEADWALL EA0244'NO LONGER EXISTS ON NORTH SIDE OF HIGHWAY. EA0244 EA0244 STATION RECOVERY (2003) EA0244 EA0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0244'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0248 *********************************************************************** EA0248 DESIGNATION - G 238 EA0248 PID - EA0248 EA0248 STATE/COUNTY- NC/CARTERET EA0248 USGS QUAD - WILLISTON (1983) EA0248 EA0248 *CURRENT SURVEY CONTROL EA0248 ___________________________________________________________________ EA0248* NAD 83(1986)- 34 46 05. (N) 076 32 34. (W) SCALED EA0248* NAVD 88 - 2.713 (meters) 8.90 (feet) ADJUSTED EA0248 ___________________________________________________________________ EA0248 GEOID HEIGHT- -37.60 (meters) GEOID99 EA0248 DYNAMIC HT - 2.711 (meters) 8.89 (feet) COMP EA0248 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA0248 EA0248 VERT ORDER - SECOND CLASS 0 EA0248 EA0248.The horizontal coordinates were scaled from a topographic map and have EA0248.an estimated accuracy of +/- 6 seconds. EA0248 EA0248.The orthometric height was determined by differential leveling EA0248.and adjusted by the National Geodetic Survey in June 1991. EA0248 EA0248.The geoid height was determined by GEOID99. EA0248 EA0248.The dynamic height is computed by dividing the NAVD 88 EA0248.geopotential number by the normal gravity value computed on the EA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0248.degrees latitude (g = 980.6199 gals.). EA0248 EA0248.The modeled gravity was interpolated from observed gravity values. EA0248 EA0248; North East Units Estimated Accuracy EA0248;SPC NC - 115,720. 834,500. MT (+/- 180 meters Scaled) EA0248 EA0248 SUPERSEDED SURVEY CONTROL EA0248 EA0248 NGVD 29 - 3.014 (m) 9.89 (f) ADJ UNCH 2 0 EA0248 EA0248.Superseded values are not recommended for survey control. EA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0248.See file dsdata.txt to determine how the superseded data were derived. EA0248 EA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD588484(NAD 83) EA0248_MARKER: DB = BENCH MARK DISK EA0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EA0248_STAMPING: G 238 1947 EA0248_MARK LOGO: CGS EA0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0248+STABILITY: SURFACE MOTION EA0248 EA0248 HISTORY - Date Condition Report By EA0248 HISTORY - 1947 MONUMENTED CGS EA0248 HISTORY - 1962 GOOD NGS EA0248 HISTORY - 1982 GOOD NCGS EA0248 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0248 EA0248 STATION DESCRIPTION EA0248 EA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0248'3.5 MI SW FROM WILLISTON. EA0248'ABOUT 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE EA0248'BUILDING AT WILLISTON, 0.45 MILE EAST OF THE T JUNCTION OF A BLACK EA0248'TOP ROAD LEADING SOUTH TO HARKERS ISLAND, SET ON THE TOP AND IN EA0248'THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A 24-INCH PIPE EA0248'CULVERT UNDER THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF EA0248'THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. EA0248 EA0248 STATION RECOVERY (1982) EA0248 EA0248'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0248'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0248'THE DESCRIPTION IS ADEQUATE EXCEPT THE MARK IS 179.4 FEET NORTHWEST OF EA0248'NORTHWEST CORNER OF EASTERN OIL AND TIRE COMPANY AMOCO STATION. EA0248 EA0248 STATION RECOVERY (2003) EA0248 EA0248'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0248'NEW CULVERT REBUILT MORE MARL NEW GRASS NEW PAVING 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1729 *********************************************************************** EA1729 DESIGNATION - GASKILL EA1729 PID - EA1729 EA1729 STATE/COUNTY- NC/CARTERET EA1729 USGS QUAD - HARKERS ISLAND (1983) EA1729 EA1729 *CURRENT SURVEY CONTROL EA1729 ___________________________________________________________________ EA1729* NAD 83(1986)- 34 43 21.10285(N) 076 34 07.39733(W) ADJUSTED EA1729* NAVD 88 - 0.7 (meters) 2. (feet) GPS OBS EA1729 ___________________________________________________________________ EA1729 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EA1729 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1729 EA1729 HORZ ORDER - FIRST EA1729 EA1729.The North Carolina/South Carolina HARNS have been completed but, EA1729.due to contractual restrictions, coordinates for these stations EA1729.will NOT be published in the near future. In the interim, the EA1729.published coordinates in North and South Carolina will not be EA1729.consistent with the Continuously Operating Reference Stations EA1729.(CORS). The HARN coordinates for these stations are available EA1729.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1729.Lapine(803-896-7700). EA1729. EA1729.In addition, the published North and South Carolina positions EA1729.(NAD 83 (1986)) are NOT consistent with those determined in EA1729.adjacent state readjustments. The discontinuity between stations EA1729.located in North or South Carolina and those in adjacent states EA1729.which have been adjusted to the HARN may be as much as 5 EA1729.decimeters. This will result in a significant loss of accuracy EA1729.over lines crossing such state borders. EA1729 EA1729 EA1729.The horizontal coordinates were established by GPS observations EA1729.and adjusted by the National Geodetic Survey in March 1997. EA1729 EA1729.The orthometric height was determined by GPS observations and a EA1729.high-resolution geoid model. EA1729 EA1729.The Laplace correction was computed from DEFLEC99 derived deflections. EA1729 EA1729.The geoid height was determined by GEOID99. EA1729 EA1729; North East Units Scale Converg. EA1729;SPC NC - 110,610.368 832,253.602 MT 0.99991496 +1 24 11.7 EA1729;UTM 18 - 3,843,393.437 356,363.674 MT 0.99985429 -0 53 37.3 EA1729 EA1729: Primary Azimuth Mark Grid Az EA1729:SPC NC - GASKILL RM 3 AZIMUTH 339 52 41.5 EA1729:UTM 18 - GASKILL RM 3 AZIMUTH 342 10 30.5 EA1729 EA1729|---------------------------------------------------------------------| EA1729| PID Reference Object Distance Geod. Az | EA1729| dddmmss.s | EA1729| EA3406 GASKILL RM 1 44.361 METERS 08726 | EA1729| EA1759 NEAR 1913 53.379 METERS 11752 | EA1729| EA1794 CAPE LOOKOUT LIGHTHOUSE APPROX.11.8 KM 1595338.4 | EA1729| EA1818 BEAUFORT MUNICIPAL TANK APPROX. 8.7 KM 2672920.1 | EA1729| EA1883 MOREHEAD CITY STANDPIPE APPROX.12.8 KM 2692802.5 | EA1729| EA3407 GASKILL RM 2 40.638 METERS 33500 | EA1729| EA3405 GASKILL RM 3 AZIMUTH 3411653.2 | EA1729| EA3408 GASKILL RM 4 26.092 METERS 34540 | EA1729|---------------------------------------------------------------------| EA1729 EA1729 SUPERSEDED SURVEY CONTROL EA1729 EA1729 NAD 83(1986)- 34 43 21.10335(N) 076 34 07.39601(W) AD( ) 1 EA1729 NAD 27 - 34 43 20.52060(N) 076 34 08.66783(W) AD( ) 1 EA1729 NGVD 29 - 1.1 (m) 4. (f) GPS OBS EA1729 EA1729.Superseded values are not recommended for survey control. EA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1729.See file dsdata.txt to determine how the superseded data were derived. EA1729 EA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5636443393(NAD 83) EA1729_MARKER: DH = HORIZONTAL CONTROL DISK EA1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1729_STAMPING: GASKILL 1933 EA1729_MARK LOGO: CGS EA1729_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EA1729+STABILITY: POSITION/ELEVATION WELL EA1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1729+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1729 EA1729 HISTORY - Date Condition Report By EA1729 HISTORY - 1933 MONUMENTED CGS EA1729 HISTORY - 1933 GOOD CGS EA1729 HISTORY - 1943 GOOD CGS EA1729 HISTORY - 1947 GOOD CGS EA1729 HISTORY - 1962 GOOD CGS EA1729 HISTORY - 1967 GOOD USE EA1729 HISTORY - 1967 GOOD CGS EA1729 HISTORY - 19910926 GOOD NOS EA1729 HISTORY - 19920526 GOOD NCGS EA1729 HISTORY - 20030501 GOOD USPSQD EA1729 EA1729 STATION DESCRIPTION EA1729 EA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EA1729'ON GASKILL POINT, ABOUT 5-1/2 MILES E OF BEAUFORT, AT N END OF EA1729'MAIN SHORE OF THE STRAIGHTS AND OPPOSITE W END OF HARKERS EA1729'ISLAND, ON LAND BELONGING TO MR. GASKILL. TO REACH FROM EA1729'BEAUFORT, GO N 1 MILE ON ROUTE 70 TO JUNCTION WITH ROUTE 101, EA1729'TURN RIGHT WITH ROUTE 70 AND GO 8.7 MILES OR 0.95 MILE BEYOND EA1729'CENTER OF BRIDGE OVER WARDS CREEK TO CROSSROADS AT OTWAY. HERE EA1729'TURN RIGHT AND GO 0.6 MILE, THEN TURN LEFT AND FOLLOW MAIN ROAD EA1729'2.65 MILES THEN AGAIN TO RIGHT FOR 0.95 MILE AND THEN LEFT FOR EA1729'0.5 MILE TO GASKILL POINT AND STATION SITE. STATION IS 23 EA1729'FEET S OF SW CORNER OF LARGE CULTIVATED FIELD S OF MR. EA1729'GASKILLS HOUSE, 26 FEET E OF WOODEN AND WIRE FENCE WHICH EA1729'IS E RIGHT-OF-WAY OF ROAD LEADING TO STATION, AND 54 FEET NW OF EA1729'POINT WHERE WIRE FENCE CROSSES OLD FISH WHARF IN WATER. EA1729'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EA1729'MARKS IN CONCRETE. EA1729'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. EA1729'NO.1 IS 2 FEET SW OF FENCE CORNER, ABOUT EA1729'30 YARDS N OF GRASSY BANK THAT IS BOUNDARY OF ORDINARY HIGH EA1729'TIDE, AND 145.1 FEET FROM STATION N 87 DEG 27 MIN E. EA1729'NO.2 IS 2 FEET E OF WOODEN FENCE, ABOUT 17 FEET E OF CENTER EA1729'LINE OF ROAD, AND 133.3 FEET FROM STATION N 25 DEG EA1729'DEG 00 MIN W. NO.3 IS IN SW CORNER OF WOODS, 5 PACES E OF EA1729'CENTER LINE OF ROAD, AND APPROXIMATELY 0.3 MILES FROM STATION EA1729'N 18 DEG 43 MIN E. STATION NEAR IS 53.34 EA1729'METERS (175.0 FEET) FROM STATION S 62 DEG 06 MIN E, EA1729'AND IS COVERED AT HIGH TIDE. EA1729 EA1729 STATION RECOVERY (1933) EA1729 EA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 EA1729'RECOVERED IN GOOD CONDITION. EA1729 EA1729 STATION RECOVERY (1943) EA1729 EA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1729'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE. STATION MARK IS EA1729'STAMPED GASKILL 1933 AND PROJECTS 6 INCHES. EA1729 EA1729 STATION RECOVERY (1947) EA1729 EA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1729'STATION MARK, R.M. 1, 2 AND 3 RECOVERED IN GOOD EA1729'CONDITION. DISTANCES TO R.M.S WERE MEASURED AND FOUND TO BE EA1729'CORRECT. THE 1933 AND 1943 DESCRIPTIONS ARE ADEQUATE EXCEPT EA1729'FOR THE FOLLOWING CHANGES-- EA1729' EA1729'(1) DELETE REFERENCE TO AND 54 FT NW OF POINT WHERE WIRE FENCE EA1729'CROSSES OLD FISH WHARF IN WATER WHICH IS DESTROYED. EA1729' EA1729'(2) DELETE REFERENCE TO 2 FT E OF WOODEN FENCE WHICH IS DESTROYED. EA1729' EA1729'(3) DELETE REFERENCE TO STATION NEAR. IT SHOULD BE CONSIDERED EA1729'DESTROYED. EA1729 EA1729 STATION RECOVERY (1962) EA1729 EA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1729'STATION, REFERENCE MARK NO. 1 AND (AZIMUTH MARK) REFERENCE MARK EA1729'NO. 3 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK NO. 2 EA1729'WAS NOT RECOVERED AND A NEW REFERENCE MARK WAS SET. EA1729' EA1729'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12X12 EA1729'INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 2 FEET EA1729'NORTH OF A WOODEN WITNESS POST WITH METAL SIGN AND 22 FEET EA1729'NORTH-NORTHEAST OF MEAN HIGH WATER MARK. THE DISK IS STAMPED EA1729'GASKILL 1933. EA1729' EA1729'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12X12 EA1729'INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS ABOUT EA1729'60 FEET NORTH OF THE SOUTH BANK AND ABOUT 70 FEET WEST OF THE EA1729'EAST BANK. THE DISK IS STAMPED GASKILL NO 1 1933. EA1729' EA1729'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A 12X12 EA1729'INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES. THE DISK IS EA1729'STAMPED GASKILL NO 4 1933. EA1729' EA1729'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK SET IN EA1729'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 18 EA1729'INCHES AND IS 1-1/2 FEET NORTHWEST OF A WOODEN WITNESS POST WITH EA1729'METAL SIGN AND 14 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY EA1729'ROUTE 1340. THE DISK IS STAMPED GASKILL NO 3 1933. EA1729' EA1729'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE EA1729'STRAITS TO HARKERS ISLAND, GO NORTH AND EAST FOR 0.5 MILE ON EA1729'COUNTY ROUTE 1335 TO A DIRT SIDE ROAD RIGHT. TURN RIGHT ON DIRT EA1729'ROAD (COUNTY ROUTE 1340) AND GO SOUTHEAST FOR 0.25 MILE TO EA1729'AZIMUTH MARK AS DESCRIBED ON LEFT. CONTINUE SOUTHEAST FOR EA1729'ABOUT 100 FEET TO DRIVEWAY ON LEFT. TURN LEFT AND THEN RIGHT EA1729'AND FOLLOW FIELD ROAD SOUTHEAST FOR 0.25 MILE TO STATION AS EA1729'DESCRIBED. EA1729 EA1729 STATION RECOVERY (1967) EA1729 EA1729'RECOVERY NOTE BY US ENGINEERS 1967 EA1729'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK SET IN EA1729'CONCRETE. EA1729' EA1729'THE STATION IS LOCATED 65.6 FT N OF THE STRAITS, 98.4 FT E EA1729'OF THE INLET, S OF MR. GASKILLS HOUSE, AND IN LINE WITH EA1729'EXTENSION OF RIGHT-OF-WAY OF DIRT ROAD LEADING N. EA1729' EA1729'TO REACH STATION FROM BEAUFORT, GO N 1 MILE ON ROUTE 70 TO EA1729'JUNCTION WITH ROUTE 101, TURN RIGHT WITH ROUTE 70 AND CONTINUE EA1729'8.7 MILES TO CROSSROADS AT OTWAY. TURN RIGHT AND PROCEED 0.6 EA1729'MILES, THEN TURN LEFT AND FOLLOW MAIN ROAD 2.65 MILES, THEN EA1729'AGAIN TO RIGHT FOR 0.95 MILES AND THE LEFT FOR 0.5 MILES TO EA1729'GASKILL POINT AND STATION SITE. EA1729' EA1729'RM 1 NOT RECOVERED. EA1729' EA1729'RM 2 NOT RECOVERED. EA1729' EA1729'RM 3 IS LOCATED IN SW CORNER OF WOODS, 5 PACES E OF CENTERLINE EA1729'OF ROAD, AND APPROXIMATELY 0.3 MILES FROM STATION EA1729'N 18 DEG 43 MIN W. EA1729 EA1729 STATION RECOVERY (1967) EA1729 EA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK) EA1729'THE STATION, R.M. 1, AND R.M. 3 WERE RECOVERED IN GOOD EA1729'CONDITION. PREVIOUS DESCRIPTIONS ARE NO LONGER ADEQUATE. TO EA1729'REACH FROM BEAUFORT GO EAST ON ROUTE 70. FROM THE CENTER OF THE EA1729'BRIDGE OVER WARDS CREEK CONTINUE EAST ON ROUTE 70 FOR 1.7 MILES EA1729'TO CROSSROADS AT OTWAY. TURN RIGHT ON COUNTY ROAD 1332 TOWARD EA1729'HARKERS ISLAND. PROCEED ON THIS ROAD 3.7 MILES TO AN EA1729'INTERSECTION WITH A DIRT ROAD ON THE LEFT. THE STATION LIES EA1729'APPROXIMATELY 0.5 MILE FROM THIS INTERSECTION. TURN LEFT AND EA1729'PROCEED DOWN THIS ROAD UNTIL THE ROAD MAKES A SHARP TURN EA1729'RIGHT. SEE THE SKETCH. THE STATION IS ON THE SOUTH EDGE OF EA1729'THE CULTIVATED FIELD SOUTHEAST OF THIS BEND IN THE ROAD. EA1729' EA1729'WITNESS MARKERS EXIST AT THE SITES OF GASKILL AND R.M. EA1729'3. FEATURES DESCRIBED EARLIER EXIST ONLY IN THE MINDS OF LOCAL EA1729'RESIDENTS. THE SOUTHERN 0.25 MILES OF PRIOR ROAD HAS BEEN EA1729'REPLACED WITH A MAN-MADE INLET. R.M. 1 AND R.M. 3 CAN BE EA1729'LOCATED FROM PREVIOUS DESCRIPTIONS. R.M. 3 IS LOCATED ON EAST EA1729'EDGE OF ROAD AND IS PLAINLY VISIBLE. R.M. 2 WAS NOT EA1729'RECOVERED. IT IS BELIEVED THAT MARK EXISTS BUT IS COVERED BY EA1729'3-4 FEET OF EXCAVATION FROM THE INLET. EA1729 EA1729 STATION RECOVERY (1991) EA1729 EA1729'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 EA1729'STATION IS LOCATED ABOUT 3.5 MI (5.63 KM) SOUTH OF OTWAY, AND ABOUT EA1729'0.2 MI (0.32 KM) NORTHEAST OF THE NORTH END OF THE BRIDGE TO HARKERS EA1729'ISLAND. EA1729'TO REACH FROM THE INTERSECTION OF US HWY 70 AND SR 1335 IN EA1729'OTWAY, GO SOUTH ON SR 1335 FOR 3.4 MI (5.47 KM) TO ROAD LEFT. TURN EA1729'LEFT, AND GO EAST FOR 0.2 MI (0.32 KM) ON SR 1340 (STRAITS HAVEN EA1729'ROAD). TURN LEFT ON ASHLEY PLACE FOR 0.1 MI (0.16 KM) . TURN RIGHT EA1729'ON STRAITS DRIVE, AND GO SOUTH 0.25 MI (0.40 KM) TO END OF ROAD, AND EA1729'STATION ON RIGHT. EA1729'STATION IS MARKED BY A STANDARD CGS TRIANGULATION EA1729'DISK STAMPED GASKILL 1933 SET IN A SQUARE CONCRETE MONUMENT THAT EA1729'PROJECTS 0.1 M (0.33 FT) . IT IS 29.99 M (98.39 FT) EAST OF EAST EDGE EA1729'OF DREDGED LAGOON, AND 6.51 M (21.36 FT) NORTH OF MHWL. EA1729'DESCRIBED BY EA1729'PBW EA1729 EA1729 STATION RECOVERY (1992) EA1729 EA1729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1729'RECOVERED AS DESCRIBED--BEHIND A COTTAGE AT THE END OF CUL-DE-SAC ON EA1729'STRAITS DRIVE, BETWEEN THE WATER AND COTTAGE. LOCATED 54.3 FT (16.6 M) EA1729'SOUTH-SOUTHWEST OF A HOUSE PILING AT THE WEST CORNER OF A CONCRETE EA1729'SLAB UNDER THE HOUSE, 36.9 FT (11.2 M) SOUTHWEST OF THE SOUTHWEST EA1729'CORNER OF THE PORCH, 1.9 FT (0.6 M) NORTH OF A WOODEN WITNESS POST EA1729'AND SIGN, 87.4 FT (26.6 M) WEST-NORTHWEST OF THE CENTER OF THE END OF EA1729'THE DOCK, AND 43.8 FT (13.4 M) EAST-SOUTHEAST OF A 12-INCH CEDAR. EA1729 EA1729 STATION RECOVERY (2003) EA1729 EA1729'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1729'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0252 *********************************************************************** EA0252 DESIGNATION - H 238 EA0252 PID - EA0252 EA0252 STATE/COUNTY- NC/CARTERET EA0252 USGS QUAD - WILLISTON (1983) EA0252 EA0252 *CURRENT SURVEY CONTROL EA0252 ___________________________________________________________________ EA0252* NAD 83(1986)- 34 46 27. (N) 076 31 01. (W) SCALED EA0252* NAVD 88 - 0.726 (meters) 2.38 (feet) ADJUSTED EA0252 ___________________________________________________________________ EA0252 GEOID HEIGHT- -37.63 (meters) GEOID99 EA0252 DYNAMIC HT - 0.726 (meters) 2.38 (feet) COMP EA0252 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA0252 EA0252 VERT ORDER - SECOND CLASS 0 EA0252 EA0252.The horizontal coordinates were scaled from a topographic map and have EA0252.an estimated accuracy of +/- 6 seconds. EA0252 EA0252.The orthometric height was determined by differential leveling EA0252.and adjusted by the National Geodetic Survey in June 1991. EA0252 EA0252.The geoid height was determined by GEOID99. EA0252 EA0252.The dynamic height is computed by dividing the NAVD 88 EA0252.geopotential number by the normal gravity value computed on the EA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0252.degrees latitude (g = 980.6199 gals.). EA0252 EA0252.The modeled gravity was interpolated from observed gravity values. EA0252 EA0252; North East Units Estimated Accuracy EA0252;SPC NC - 116,450. 836,850. MT (+/- 180 meters Scaled) EA0252 EA0252 SUPERSEDED SURVEY CONTROL EA0252 EA0252 NGVD 29 - 1.027 (m) 3.37 (f) ADJ UNCH 2 0 EA0252 EA0252.Superseded values are not recommended for survey control. EA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0252.See file dsdata.txt to determine how the superseded data were derived. EA0252 EA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD611490(NAD 83) EA0252_MARKER: DB = BENCH MARK DISK EA0252_SETTING: 30 = CULVERT EA0252_STAMPING: H 238 1947 EA0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0252 EA0252 HISTORY - Date Condition Report By EA0252 HISTORY - 1947 MONUMENTED CGS EA0252 HISTORY - 1962 GOOD NGS EA0252 HISTORY - 1982 MARK NOT FOUND NCGS EA0252 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0252 EA0252 STATION DESCRIPTION EA0252 EA0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0252'1.1 MI SW FROM WILLISTON. EA0252'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST EA0252'OFFICE BUILDING AT WILLISTON, ON TOP OF THE EAST CONCRETE HEAD EA0252'WALL OF A DOUBLE CULVERT UNDER THE HIGHWAY FOR WADE CREEK, 18.5 EA0252'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH EA0252'THE HIGHWAY SURFACE. EA0252 EA0252 STATION RECOVERY (1982) EA0252 EA0252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0252'HIGHWAY SHOULDERS HAVE BEEN WIDENED AND NEW CULVERT AND HEADWALLS HAVE EA0252'BEEN CONSTRUCTED. EA0252 EA0252 STATION RECOVERY (2003) EA0252 EA0252'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0252'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5137 *********************************************************************** AE5137 DESIGNATION - HEDRICK AE5137 PID - AE5137 AE5137 STATE/COUNTY- NC/CARTERET AE5137 USGS QUAD - MANSFIELD (1994) AE5137 AE5137 *CURRENT SURVEY CONTROL AE5137 ___________________________________________________________________ AE5137* NAD 83(1986)- 34 44 15.43605(N) 076 45 52.43856(W) ADJUSTED AE5137* NAVD 88 - 5.5 (meters) 18. (feet) VERT ANG AE5137 ___________________________________________________________________ AE5137 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AE5137 GEOID HEIGHT- -37.44 (meters) GEOID99 AE5137 AE5137 HORZ ORDER - SECOND AE5137 AE5137.The North Carolina/South Carolina HARNS have been completed but, AE5137.due to contractual restrictions, coordinates for these stations AE5137.will NOT be published in the near future. In the interim, the AE5137.published coordinates in North and South Carolina will not be AE5137.consistent with the Continuously Operating Reference Stations AE5137.(CORS). The HARN coordinates for these stations are available AE5137.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5137.Lapine(803-896-7700). AE5137. AE5137.In addition, the published North and South Carolina positions AE5137.(NAD 83 (1986)) are NOT consistent with those determined in AE5137.adjacent state readjustments. The discontinuity between stations AE5137.located in North or South Carolina and those in adjacent states AE5137.which have been adjusted to the HARN may be as much as 5 AE5137.decimeters. This will result in a significant loss of accuracy AE5137.over lines crossing such state borders. AE5137 AE5137 AE5137.The horizontal coordinates were established by classical geodetic methods AE5137.and adjusted by the National Geodetic Survey in April 1997. AE5137 AE5137.The orthometric height was determined by vertical angle observations. AE5137 AE5137.The Laplace correction was computed from DEFLEC99 derived deflections. AE5137 AE5137.The geoid height was determined by GEOID99. AE5137 AE5137; North East Units Scale Converg. AE5137;SPC NC - 111,862.531 814,283.935 MT 0.99991258 +1 17 24.8 AE5137;UTM 18 - 3,845,364.581 338,459.086 MT 0.99992164 -1 00 20.5 AE5137 AE5137 SUPERSEDED SURVEY CONTROL AE5137 AE5137.No superseded survey control is available for this station. AE5137 AE5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3845945365(NAD 83) AE5137_MARKER: DH = HORIZONTAL CONTROL DISK AE5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5137_STAMPING: HEDRICK 1984 AE5137_MARK LOGO: NCGS AE5137_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5137+STABILITY: SURFACE MOTION AE5137 AE5137 HISTORY - Date Condition Report By AE5137 HISTORY - 1984 MONUMENTED NCGS AE5137 HISTORY - 20030426 MARK NOT FOUND USPSQD AE5137 AE5137 STATION DESCRIPTION AE5137 AE5137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5137'STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) WEST-NORTHWEST OF MOREHEAD AE5137'CITY.$ALONG SR 1177 (COUNTRY CLUB BOULEVARD) FOR 2.58 KM (1.60 MI) AE5137'EAST FROM US 70 (NEAR THE JUNCTION WITH NC 24), OR 0.16 KM (0.10 MI) AE5137'WEST OF THE CHURCH OF JESUS CHRIST, AND AT THE ENTRANCE TO HEDRICH AE5137'ESTATES.$MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 8.2 M (26.9 AE5137'FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.5 M (27.9 FT) WEST OF THE AE5137'CENTERLINE OF THE STREET, 4.4 M (14.4 FT) EAST-SOUTHEAST OF A AE5137'TELEPHONE PEDESTAL (810-1), AND 29.9 M (98.1 FT) SOUTH-SOUTHEAST OF AE5137'THE SOUTHEAST CORNER OF A BRICK HOUSE. AE5137 AE5137 STATION RECOVERY (2003) AE5137 AE5137'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) AE5137'TALKED WITH LANDOWNER. HE HAD NO KNOWLEDGE OF THE MARKER. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1740 *********************************************************************** EA1740 DESIGNATION - ISLE 1913 EA1740 PID - EA1740 EA1740 STATE/COUNTY- NC/CARTERET EA1740 USGS QUAD - HARKERS ISLAND (1983) EA1740 EA1740 *CURRENT SURVEY CONTROL EA1740 ___________________________________________________________________ EA1740* NAD 83(1986)- 34 42 47.95222(N) 076 31 35.59338(W) ADJUSTED EA1740* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1740 ___________________________________________________________________ EA1740 LAPLACE CORR- -2.10 (seconds) DEFLEC99 EA1740 GEOID HEIGHT- -37.61 (meters) GEOID99 EA1740 EA1740 HORZ ORDER - THIRD EA1740 EA1740.The North Carolina/South Carolina HARNS have been completed but, EA1740.due to contractual restrictions, coordinates for these stations EA1740.will NOT be published in the near future. In the interim, the EA1740.published coordinates in North and South Carolina will not be EA1740.consistent with the Continuously Operating Reference Stations EA1740.(CORS). The HARN coordinates for these stations are available EA1740.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1740.Lapine(803-896-7700). EA1740. EA1740.In addition, the published North and South Carolina positions EA1740.(NAD 83 (1986)) are NOT consistent with those determined in EA1740.adjacent state readjustments. The discontinuity between stations EA1740.located in North or South Carolina and those in adjacent states EA1740.which have been adjusted to the HARN may be as much as 5 EA1740.decimeters. This will result in a significant loss of accuracy EA1740.over lines crossing such state borders. EA1740 EA1740 EA1740.The horizontal coordinates were established by classical geodetic methods EA1740.and adjusted by the National Geodetic Survey in July 1986. EA1740 EA1740.The orthometric height was scaled from a topographic map. EA1740 EA1740.The Laplace correction was computed from DEFLEC99 derived deflections. EA1740 EA1740.The geoid height was determined by GEOID99. EA1740 EA1740; North East Units Scale Converg. EA1740;SPC NC - 109,684.619 836,139.911 MT 0.99991645 +1 25 39.4 EA1740;UTM 18 - 3,842,312.744 360,209.494 MT 0.99984086 -0 52 10.1 EA1740 EA1740: Primary Azimuth Mark Grid Az EA1740:SPC NC - MOUTH 1913 263 37 15.3 EA1740:UTM 18 - MOUTH 1913 265 55 04.8 EA1740 EA1740|---------------------------------------------------------------------| EA1740| PID Reference Object Distance Geod. Az | EA1740| dddmmss.s | EA1740| EA1714 BEACON E OF HARKERS ISLAND APPROX. 0.6 KM 0034925.5 | EA1740| EA1750 MARSHALLBERG BAP CHURCH SPIRE APPROX. 2.0 KM 0305615.3 | EA1740| EA1784 MARSHALLBERG CHURCH SPIRE APPROX. 1.5 KM 0342955.2 | EA1740| EA1715 BEACON S ENTRANCE TO STRAITS APPROX. 0.6 KM 0665440.3 | EA1740| EA1752 MARSHALLBURG LIGHT APPROX. 1.0 KM 0813200.8 | EA1740| EA1742 LAND 446.865 METERS 0932541.8 | EA1740| EA1757 MOUTH 1913 APPROX. 1.6 KM 2650254.7 | EA1740| EA1724 CRAB POINT LIGHT APPROX. 1.6 KM 2802214.9 | EA1740| EA1774 THE STRAITS BEACON SE OF POINT APPROX. 1.1 KM 2850249.5 | EA1740| EA1773 THE STRAITS BEACON ESE OF PT APPROX. 0.9 KM 3022914.5 | EA1740| EA1739 HARKERS ISLAND LIGHT APPROX. 0.6 KM 3561057.3 | EA1740|---------------------------------------------------------------------| EA1740 EA1740 SUPERSEDED SURVEY CONTROL EA1740 EA1740 NAD 27 - 34 42 47.36863(N) 076 31 36.86968(W) AD( ) 3 EA1740 EA1740.Superseded values are not recommended for survey control. EA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1740.See file dsdata.txt to determine how the superseded data were derived. EA1740 EA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6020942313(NAD 83) EA1740_MARKER: U = CONCRETE POST EA1740_SETTING: 0 = UNSPECIFIED SETTING EA1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1740 EA1740 HISTORY - Date Condition Report By EA1740 HISTORY - 1913 MONUMENTED CGS EA1740 HISTORY - 1927 POOR CGS EA1740 HISTORY - 1947 SEE DESCRIPTION CGS EA1740 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1740 EA1740 STATION DESCRIPTION EA1740 EA1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1740'ON THE S SIDE, NEAR THE E END OF THE STRAITS, BETWEEN CORE EA1740'SOUND AND NORTH RIVER, ON THE NORTHERN MOST POINT OF A SMALL EA1740'MARSHY ISLAND S FROM HARKERS ISLAND LIGHT, ON TOP OF A GRASS- EA1740'COVERED RIDGE OF SAND THAT MARKS STORM HIGH WATER, 3 YARDS S OF EA1740'ORDINARY HIGH-WATER MARK. THE STATION IS MARKED BY A CONCRETE EA1740'MONUMENT. THERE IS NO REFERENCE MARK. EA1740' EA1740'MAGNETIC BEARINGS FROM THE STATION ARE AS FOLLOWS--TO AN OLD EA1740'HOUSE ON THE MAIN ISLAND S 5 DEG E. TO HARKERS ISLAND LIGHT, N EA1740'1 DEG E. TO MARSHALLBURG LIGHT, N 85 DEG E. EA1740 EA1740 STATION RECOVERY (1927) EA1740 EA1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1740'STATION MARK WAS FOUND LYING ON THE BEACH IN APPROXIMATELY THE EA1740'POSITION OF THE STATION. THE MARK PROBABLY WAS WASHED OUT AS EA1740'THE SHORE LINE HAS RECEDED IN THIS VICINITY. EA1740' EA1740'ALL THE DESCRIBED BEARINGS WERE CHECKED AND A THOROUGH SEARCH EA1740'MADE TO RECOVER A SUBSURFACE MARK, BUT NONE WAS FOUND. IT EA1740'PROBABLY IS IMPOSSIBLE TO RESTORE THIS STATION ACCURATELY. EA1740 EA1740 STATION RECOVERY (1947) EA1740 EA1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1740'UNABLE TO FIND AFTER ONE HOUR SEARCH. EA1740' EA1740'1927 RECOVERY CARD STATED STATION HAD WASHED AWAY. EA1740' EA1740'RECOMMEND STATION BE CONSIDERED DESTROYED. EA1740 EA1740 STATION RECOVERY (2003) EA1740 EA1740'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1740'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0257 *********************************************************************** EA0257 DESIGNATION - J 163 EA0257 PID - EA0257 EA0257 STATE/COUNTY- NC/CARTERET EA0257 USGS QUAD - WILLISTON (1983) EA0257 EA0257 *CURRENT SURVEY CONTROL EA0257 ___________________________________________________________________ EA0257* NAD 83(1986)- 34 45 30. (N) 076 31 42. (W) SCALED EA0257* NAVD 88 - 2.873 (meters) 9.43 (feet) ADJUSTED EA0257 ___________________________________________________________________ EA0257 GEOID HEIGHT- -37.62 (meters) GEOID99 EA0257 DYNAMIC HT - 2.870 (meters) 9.42 (feet) COMP EA0257 MODELED GRAV- 979,719.9 (mgal) NAVD 88 EA0257 EA0257 VERT ORDER - SECOND CLASS 0 EA0257 EA0257.The horizontal coordinates were scaled from a topographic map and have EA0257.an estimated accuracy of +/- 6 seconds. EA0257 EA0257.The orthometric height was determined by differential leveling EA0257.and adjusted by the National Geodetic Survey in June 1991. EA0257 EA0257.The geoid height was determined by GEOID99. EA0257 EA0257.The dynamic height is computed by dividing the NAVD 88 EA0257.geopotential number by the normal gravity value computed on the EA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0257.degrees latitude (g = 980.6199 gals.). EA0257 EA0257.The modeled gravity was interpolated from observed gravity values. EA0257 EA0257; North East Units Estimated Accuracy EA0257;SPC NC - 114,670. 835,850. MT (+/- 180 meters Scaled) EA0257 EA0257 SUPERSEDED SURVEY CONTROL EA0257 EA0257 NGVD 29 - 3.172 (m) 10.41 (f) ADJ UNCH 2 0 EA0257 EA0257.Superseded values are not recommended for survey control. EA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0257.See file dsdata.txt to determine how the superseded data were derived. EA0257 EA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD601473(NAD 83) EA0257_MARKER: DB = BENCH MARK DISK EA0257_SETTING: 36 = BUILDING EA0257_STAMPING: J 163 1963 EA0257_MARK LOGO: CGS EA0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0257 EA0257 HISTORY - Date Condition Report By EA0257 HISTORY - 1963 MONUMENTED CGS EA0257 HISTORY - 1982 GOOD NCGS EA0257 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0257 EA0257 STATION DESCRIPTION EA0257 EA0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0257'AT SMYRNA. EA0257'AT SMYRNA, SET VERTICALLY IN THE EAST BRICK FACE AND NEAR THE EA0257'NORTHEAST CORNER OF THE NEW ADDITION OF THE SMYRNA HIGH SCHOOL, EA0257'119 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING EA0257'SOUTH FROM HIGHWAY 70, 0.7 FOOT SOUTH OF THE NORTHEAST CORNER OF EA0257'THE BUILDING AND 4.7 FEET ABOVE THE LEVEL OF THE GROUND. EA0257 EA0257 STATION RECOVERY (1982) EA0257 EA0257'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0257'RECOVERED IN GOOD CONDITION. EA0257 EA0257 STATION RECOVERY (2003) EA0257 EA0257'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0257'SCHOOL BURNED 1989 REBUILT NO MARK 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0258 *********************************************************************** EA0258 DESIGNATION - K 163 EA0258 PID - EA0258 EA0258 STATE/COUNTY- NC/CARTERET EA0258 USGS QUAD - HARKERS ISLAND (1983) EA0258 EA0258 *CURRENT SURVEY CONTROL EA0258 ___________________________________________________________________ EA0258* NAD 83(1986)- 34 44 52. (N) 076 31 11. (W) SCALED EA0258* NAVD 88 - 1.464 (meters) 4.80 (feet) ADJUSTED EA0258 ___________________________________________________________________ EA0258 GEOID HEIGHT- -37.62 (meters) GEOID99 EA0258 DYNAMIC HT - 1.462 (meters) 4.80 (feet) COMP EA0258 MODELED GRAV- 979,719.6 (mgal) NAVD 88 EA0258 EA0258 VERT ORDER - SECOND CLASS 0 EA0258 EA0258.The horizontal coordinates were scaled from a topographic map and have EA0258.an estimated accuracy of +/- 6 seconds. EA0258 EA0258.The orthometric height was determined by differential leveling EA0258.and adjusted by the National Geodetic Survey in June 1991. EA0258 EA0258.The geoid height was determined by GEOID99. EA0258 EA0258.The dynamic height is computed by dividing the NAVD 88 EA0258.geopotential number by the normal gravity value computed on the EA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0258.degrees latitude (g = 980.6199 gals.). EA0258 EA0258.The modeled gravity was interpolated from observed gravity values. EA0258 EA0258; North East Units Estimated Accuracy EA0258;SPC NC - 113,520. 836,670. MT (+/- 180 meters Scaled) EA0258 EA0258 SUPERSEDED SURVEY CONTROL EA0258 EA0258 NGVD 29 - 1.762 (m) 5.78 (f) ADJ UNCH 2 0 EA0258 EA0258.Superseded values are not recommended for survey control. EA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0258.See file dsdata.txt to determine how the superseded data were derived. EA0258 EA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD608461(NAD 83) EA0258_MARKER: DB = BENCH MARK DISK EA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0258_STAMPING: K 163 1963 EA0258_MARK LOGO: CGS EA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0258+STABILITY: SURFACE MOTION EA0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0258+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA0258 EA0258 HISTORY - Date Condition Report By EA0258 HISTORY - 1963 MONUMENTED CGS EA0258 HISTORY - 1982 GOOD NCGS EA0258 HISTORY - 1985 GOOD USPSQD EA0258 HISTORY - 20030501 GOOD USPSQD EA0258 EA0258 STATION DESCRIPTION EA0258 EA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0258'0.8 MI S FROM SMYRNA. EA0258'ABOUT 0.8 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE SMYRNA EA0258'HIGH SCHOOL BUILDING AT SMYRNA, NEAR THE T JUNCTION OF COUNTY EA0258'ROADS 1347 AND 1335, 39 FEET EAST OF THE CENTER LINE OF COUNTY EA0258'ROAD NO. 1347, 39 1/2 FEET SOUTHEAST OF THE CENTER OF THE EA0258'JUNCTION OF THE ROADS, 13 1/2 FEET NORTH OF THE CENTER LINE OF A EA0258'DRIVEWAY LEADING TO A GREEN SHINGLE RESIDENCE, 2 FEET NORTHEAST EA0258'OF POWER LINE POLE NO. 1346, 2 1/2 FEET WEST OF A WOODEN WITNESS EA0258'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE EA0258'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND. EA0258 EA0258 STATION RECOVERY (1982) EA0258 EA0258'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0258'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0258'THE DESCRIPTION IS ADEQUATE EXCEPT THE WOODEN WITNESS POST NO LONGER EA0258'EXISTS. OLD POWER POLE HAS BEEN REPLACED, NOW 3.5 FEET NORTHEAST OF A EA0258'POWER POLE WITH REFERENCE TAG. EA0258 EA0258 STATION RECOVERY (1985) EA0258 EA0258'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0258'RECOVERED IN GOOD CONDITION. EA0258 EA0258 STATION RECOVERY (2003) EA0258 EA0258'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0258'CORNER OF SHADY LANDING LANE 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1742 *********************************************************************** EA1742 DESIGNATION - LAND EA1742 PID - EA1742 EA1742 STATE/COUNTY- NC/CARTERET EA1742 USGS QUAD - HARKERS ISLAND (1983) EA1742 EA1742 *CURRENT SURVEY CONTROL EA1742 ___________________________________________________________________ EA1742* NAD 83(1986)- 34 42 47.08470(N) 076 31 18.06352(W) ADJUSTED EA1742* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1742 ___________________________________________________________________ EA1742 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EA1742 GEOID HEIGHT- -37.62 (meters) GEOID99 EA1742 EA1742 HORZ ORDER - THIRD EA1742 EA1742.The North Carolina/South Carolina HARNS have been completed but, EA1742.due to contractual restrictions, coordinates for these stations EA1742.will NOT be published in the near future. In the interim, the EA1742.published coordinates in North and South Carolina will not be EA1742.consistent with the Continuously Operating Reference Stations EA1742.(CORS). The HARN coordinates for these stations are available EA1742.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1742.Lapine(803-896-7700). EA1742. EA1742.In addition, the published North and South Carolina positions EA1742.(NAD 83 (1986)) are NOT consistent with those determined in EA1742.adjacent state readjustments. The discontinuity between stations EA1742.located in North or South Carolina and those in adjacent states EA1742.which have been adjusted to the HARN may be as much as 5 EA1742.decimeters. This will result in a significant loss of accuracy EA1742.over lines crossing such state borders. EA1742 EA1742 EA1742.The horizontal coordinates were established by classical geodetic methods EA1742.and adjusted by the National Geodetic Survey in July 1986. EA1742 EA1742.The orthometric height was scaled from a topographic map. EA1742 EA1742.The Laplace correction was computed from DEFLEC99 derived deflections. EA1742 EA1742.The geoid height was determined by GEOID99. EA1742 EA1742; North East Units Scale Converg. EA1742;SPC NC - 109,669.020 836,586.466 MT 0.99991649 +1 25 49.5 EA1742;UTM 18 - 3,842,279.261 360,655.031 MT 0.99983932 -0 52 00.1 EA1742 EA1742: Primary Azimuth Mark Grid Az EA1742:SPC NC - ISLE 1913 272 00 02.3 EA1742:UTM 18 - ISLE 1913 274 17 51.9 EA1742 EA1742|---------------------------------------------------------------------| EA1742| PID Reference Object Distance Geod. Az | EA1742| dddmmss.s | EA1742| EA1784 MARSHALLBERG CHURCH SPIRE APPROX. 1.3 KM 0172945.3 | EA1742| EA1750 MARSHALLBERG BAP CHURCH SPIRE APPROX. 1.8 KM 0180926.5 | EA1742| EA1715 BEACON S ENTRANCE TO STRAITS 268.317 METERS 01853 | EA1742| EA1752 MARSHALLBURG LIGHT APPROX. 0.6 KM 0725743.8 | EA1742| EA3540 LAND RM 1 11418 | EA1742| EA3541 LAND RM 2 20015 | EA1742| EA1740 ISLE 1913 446.865 METERS 2732551.8 | EA1742| EA1739 HARKERS ISLAND LIGHT APPROX. 0.8 KM 3231614.0 | EA1742| EA1714 BEACON E OF HARKERS ISLAND APPROX. 0.7 KM 3270104.6 | EA1742|---------------------------------------------------------------------| EA1742 EA1742 SUPERSEDED SURVEY CONTROL EA1742 EA1742 NAD 27 - 34 42 46.50106(N) 076 31 19.34052(W) AD( ) 3 EA1742 EA1742.Superseded values are not recommended for survey control. EA1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1742.See file dsdata.txt to determine how the superseded data were derived. EA1742 EA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6065542279(NAD 83) EA1742_MARKER: U = CONCRETE POST EA1742_SETTING: 0 = UNSPECIFIED SETTING EA1742 EA1742 HISTORY - Date Condition Report By EA1742 HISTORY - 1913 MONUMENTED CGS EA1742 HISTORY - 1927 GOOD CGS EA1742 HISTORY - 1947 MARK NOT FOUND CGS EA1742 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1742 EA1742 STATION DESCRIPTION EA1742 EA1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1742'ON THE S SIDE OF, AT THE EAST ENTRANCE TO THE STRAITS BETWEEN EA1742'CORE SOUND AND NORTH RIVER, ON THE NE POINT OF THE ISLAND EA1742'FORMING THE NE CORNER OF THE HARKERS ISLAND GROUP, ON A GRASSY EA1742'PLAIN WITH SMALL CEDARS TO THE W AND GROUPS OF OTHER TREES TO EA1742'THE SE AND SW, ABOUT 100 FEET BACK FROM HIGH-WATER MARK ON A EA1742'LINE FROM MARSHALLBURG METHODIST CHURCH STEEPLE, AND 113 FEET EA1742'FROM HIGH-WATER MARK ON A LINE FROM THE MARSHALLBURG EA1742'LIGHT. FROM THE STATION, THE LOWER AND RIGHT OF TWO STEEPLES EA1742'AT MARSHALLBURG CAN BE SEEN OVER THE ROOF, AND TO THE RIGHT EA1742'OF THE LEFT CHIMNEY OF A FRAME HOUSE. THE STATION IS MARKED EA1742'BY A CONCRETE MONUMENT. THERE IS NO REFERENCE MARK. A EA1742'TRIANGLE OF NAILS IN A BLAZE ON THE TRUNK OF A HOLLY TREE IS EA1742'25.73 METERS (84.4 FEET) FROM THE STATION S 65 DEG EA1742'42 MIN E. A TRIANGLE OF NAILS IN THE TRUNK OF A BADLY EA1742'GNARLED CEDAR IS 50.8 METERS (166.7 FEET) FROM THE STATION EA1742'S 20 DEG 15 MIN W. EA1742 EA1742 STATION RECOVERY (1927) EA1742 EA1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1742'STATION MARK WAS RECOVERED IN GOOD CONDITION. NO WITNESS MARKS EA1742'WERE FOUND. SHORE LINE NEAR STATION HAS RECEDED ABOUT 10 FEET. EA1742' EA1742'THE ORIGINAL DESCRIPTION OF STATION APPEARS ADEQUATE, WITH EA1742'RESPECT TO LOCALITY. EA1742 EA1742 STATION RECOVERY (1947) EA1742 EA1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1742'UNABLE TO FIND. SEARCH DISCONTINUED AFTER THREE HOURS. IT IS EA1742'DOUBTFUL IF THE STATION IS STILL IN EXISTENCE. EA1742' EA1742'ALL WITNESS MARKS ARE GONE. ONLY THE STEEPLES CAN BE SEEN. EA1742 EA1742 STATION RECOVERY (2003) EA1742 EA1742'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1742'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1743 *********************************************************************** EA1743 DESIGNATION - LENOXVILLE PT FISH FACT STK EA1743 PID - EA1743 EA1743 STATE/COUNTY- NC/CARTERET EA1743 USGS QUAD - HARKERS ISLAND (1983) EA1743 EA1743 *CURRENT SURVEY CONTROL EA1743 ___________________________________________________________________ EA1743* NAD 83(1986)- 34 42 28.11033(N) 076 37 04.98795(W) ADJUSTED EA1743* NAVD 88 - EA1743 ___________________________________________________________________ EA1743 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EA1743 GEOID HEIGHT- -37.50 (meters) GEOID99 EA1743 EA1743 HORZ ORDER - THIRD EA1743 EA1743.The North Carolina/South Carolina HARNS have been completed but, EA1743.due to contractual restrictions, coordinates for these stations EA1743.will NOT be published in the near future. In the interim, the EA1743.published coordinates in North and South Carolina will not be EA1743.consistent with the Continuously Operating Reference Stations EA1743.(CORS). The HARN coordinates for these stations are available EA1743.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1743.Lapine(803-896-7700). EA1743. EA1743.In addition, the published North and South Carolina positions EA1743.(NAD 83 (1986)) are NOT consistent with those determined in EA1743.adjacent state readjustments. The discontinuity between stations EA1743.located in North or South Carolina and those in adjacent states EA1743.which have been adjusted to the HARN may be as much as 5 EA1743.decimeters. This will result in a significant loss of accuracy EA1743.over lines crossing such state borders. EA1743 EA1743 EA1743.The horizontal coordinates were established by classical geodetic methods EA1743.and adjusted by the National Geodetic Survey in July 1986. EA1743 EA1743 EA1743.The Laplace correction was computed from DEFLEC99 derived deflections. EA1743 EA1743.The geoid height was determined by GEOID99. EA1743 EA1743; North East Units Scale Converg. EA1743;SPC NC - 108,868.469 827,776.029 MT 0.99991735 +1 22 29.2 EA1743;UTM 18 - 3,841,832.450 351,820.139 MT 0.99987063 -0 55 17.3 EA1743 EA1743 SUPERSEDED SURVEY CONTROL EA1743 EA1743 NAD 27 - 34 42 27.53400(N) 076 37 06.23400(W) AD( ) 3 EA1743 EA1743.Superseded values are not recommended for survey control. EA1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1743.See file dsdata.txt to determine how the superseded data were derived. EA1743 EA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5182041832(NAD 83) EA1743_MARKER: 63 = STACK EA1743 EA1743 HISTORY - Date Condition Report By EA1743 HISTORY - 1913 FIRST OBSERVED CGS EA1743 HISTORY - 1946 MARK NOT FOUND CGS EA1743 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1743 EA1743 STATION DESCRIPTION EA1743 EA1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1743'IT IS RECOMMENDED THIS STATION BE CONSIDERED LOST AS THE FISH EA1743'FACTORY IS GONE AND ALL EQUIPMENT HAS BEEN REMOVED. EA1743 EA1743 STATION RECOVERY (2003) EA1743 EA1743'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1743'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1747 *********************************************************************** EA1747 DESIGNATION - LOST 1913 EA1747 PID - EA1747 EA1747 STATE/COUNTY- NC/CARTERET EA1747 USGS QUAD - HARKERS ISLAND (1983) EA1747 EA1747 *CURRENT SURVEY CONTROL EA1747 ___________________________________________________________________ EA1747* NAD 83(1986)- 34 43 16.60797(N) 076 31 31.12562(W) ADJUSTED EA1747* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1747 ___________________________________________________________________ EA1747 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EA1747 GEOID HEIGHT- -37.61 (meters) GEOID99 EA1747 EA1747 HORZ ORDER - THIRD EA1747 EA1747.The North Carolina/South Carolina HARNS have been completed but, EA1747.due to contractual restrictions, coordinates for these stations EA1747.will NOT be published in the near future. In the interim, the EA1747.published coordinates in North and South Carolina will not be EA1747.consistent with the Continuously Operating Reference Stations EA1747.(CORS). The HARN coordinates for these stations are available EA1747.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1747.Lapine(803-896-7700). EA1747. EA1747.In addition, the published North and South Carolina positions EA1747.(NAD 83 (1986)) are NOT consistent with those determined in EA1747.adjacent state readjustments. The discontinuity between stations EA1747.located in North or South Carolina and those in adjacent states EA1747.which have been adjusted to the HARN may be as much as 5 EA1747.decimeters. This will result in a significant loss of accuracy EA1747.over lines crossing such state borders. EA1747 EA1747 EA1747.The horizontal coordinates were established by classical geodetic methods EA1747.and adjusted by the National Geodetic Survey in July 1986. EA1747 EA1747.The orthometric height was scaled from a topographic map. EA1747 EA1747.The Laplace correction was computed from DEFLEC99 derived deflections. EA1747 EA1747.The geoid height was determined by GEOID99. EA1747 EA1747; North East Units Scale Converg. EA1747;SPC NC - 110,570.142 836,231.543 MT 0.99991516 +1 25 41.9 EA1747;UTM 18 - 3,843,193.815 360,336.537 MT 0.99984042 -0 52 08.2 EA1747 EA1747: Primary Azimuth Mark Grid Az EA1747:SPC NC - THE STRAITS BEACON SE OF POINT 241 35 22.7 EA1747:UTM 18 - THE STRAITS BEACON SE OF POINT 243 53 12.8 EA1747 EA1747|---------------------------------------------------------------------| EA1747| PID Reference Object Distance Geod. Az | EA1747| dddmmss.s | EA1747| EA1752 MARSHALLBURG LIGHT APPROX. 1.2 KM 1281726.6 | EA1747| EA1715 BEACON S ENTRANCE TO STRAITS APPROX. 0.8 KM 1472459.0 | EA1747| EA1714 BEACON E OF HARKERS ISLAND 293.544 METERS 19432 | EA1747| EA1739 HARKERS ISLAND LIGHT 299.493 METERS 21117 | EA1747| EA1774 THE STRAITS BEACON SE OF POINT APPROX. 1.3 KM 2430104.6 | EA1747|---------------------------------------------------------------------| EA1747 EA1747 SUPERSEDED SURVEY CONTROL EA1747 EA1747 NAD 27 - 34 43 16.02477(N) 076 31 32.40211(W) AD( ) 3 EA1747 EA1747.Superseded values are not recommended for survey control. EA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1747.See file dsdata.txt to determine how the superseded data were derived. EA1747 EA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6033743194(NAD 83) EA1747_MARKER: U = CONCRETE POST EA1747_SETTING: 0 = UNSPECIFIED SETTING EA1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1747 EA1747 HISTORY - Date Condition Report By EA1747 HISTORY - 1913 MONUMENTED CGS EA1747 HISTORY - 1927 GOOD CGS EA1747 HISTORY - 1947 GOOD CGS EA1747 HISTORY - 1949 SEE DESCRIPTION CGS EA1747 HISTORY - 1953 POOR CGS EA1747 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1747 EA1747 STATION DESCRIPTION EA1747 EA1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1747'ON THE N SIDE, NEAR THE E END OF THE STRAITS BETWEEN CORE SOUND EA1747'AND NORTH RIVER, ON THE POINT AT THE W SIDE OF ENTRANCE TO EA1747'SLEEPY CREEK, IN A FIELD ABOUT 40 YARDS W OF THE EXTREME END OF EA1747'THE POINT, 7 YARDS BACK FROM HIGH-WATER MARK IN RANGE WITH THE EA1747'E POST OF A GATEWAY IN THE FENCE BETWEEN THE BEACH AND THE EA1747'FIELD, 19 FEET FROM THE POST. THE STATION AND UNDERGROUND MARKS EA1747'ARE CONCRETE MONUMENTS. THE WITNESS MARKS ARE TRIANGLES OF EA1747'NAILS IN BLAZES ON CEDAR TREES. WITNESS MARK NO.1 IS 2.31 EA1747'METERS (7.6 FEET) FROM THE STATION N 25 DEG 30 MIN W. EA1747'WITNESS MARK NO.2 IS 4.31 METERS (14.1 FEET) FROM THE EA1747'STATION S 37 DEG 00 MIN W. EA1747 EA1747 STATION RECOVERY (1927) EA1747 EA1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1747'STATION MARK WAS RECOVERED IN GOOD CONDITION. WITNESS MARK NO. EA1747'1 WAS NOT FOUND AS THE CEDAR TREE HAS BEEN CUT DOWN. WITNESS EA1747'MARK NO.2 WAS SEARCHED FOR BUT NOT FOUND. EA1747' EA1747'THE DESCRIPTION OF THE LOCALITY SEEMS ADEQUATE. NO NEW MARKS EA1747'WERE ESTABLISHED OWING TO TIME AVAILABLE. THE SUBSURFACE MARK EA1747'WAS NOT INVESTIGATED. EA1747 EA1747 STATION RECOVERY (1947) EA1747 EA1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1747'STATION MARK WAS LOOSE IN GROUND. SUB SURFACE MARK RECOVERED EA1747'AND SURFACE MARK RESET AND REINFORCED. EA1747' EA1747'THE ORIGINAL DESCRIPTION AND THE 1927 RECOVERY NOTES ARE EA1747'INADEQUATE FOR PRESENT DAY RECOVERY, BECAUSE OF THE FOLLOWING EA1747'CHANGES-- EA1747' EA1747'(1) IN A FIELD SHOULD NOW BE IN THE FRONT YARD OF A LARGE HOUSE EA1747' EA1747'(2) 7 YDS BACK FROM HIGH WATER MARK SHOULD BE 0.5 METERS FROM EA1747'MEAN HIGH WATER. EA1747' EA1747'(3) THE FENCE DESCRIBED IN THE ORIGINAL DESCRIPTION IS GONE. EA1747' EA1747'LOCATED ON THE NORTH SIDE, NEAR THE EAST END OF STRAITS, EA1747'BETWEEN CORE SOUND AND NORTH RIVER, ON THE POINT AT THE WEST EA1747'SIDE OF ENTRANCE TO SLEEPY CREEK, IN THE FRONT YARD OF THE LARGE EA1747'SUMMER HOME OF E.H. PIPER ABOUT 40 YARDS WEST OF THE EXTREME EA1747'END OF THE POINT, 0.5 METERS BACK FROM MEAN HIGH WATER. THE EA1747'STATION AND UNDERGROUND MARKS ARE CONCRETE MONUMENTS. THE EA1747'STATION IS A 6 IN SQUARE MONUMENT WITH U.S.C. AND G.S. CAST IN EA1747'TOP AND PROJECTS 4 IN ABOVE GROUND. WITNESS MARK 1 IS THE EA1747'S.E. CORNER OF THE E CHIMNEY OF THE PIPER HOUSE AND IS 48.79 EA1747'METERS (160.0 FT.) NW FROM THE STATION. WITNESS MARK 2 IS EA1747'THE N END OF A PILE JETTY AND IS 7.37 METERS (24.2 FT) WEST EA1747'FROM THE STATION. EA1747 EA1747 STATION RECOVERY (1949) EA1747 EA1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EA1747'STATION HAS BEEN DESTROYED. IT AS FOUND LYING IN THE WATER 1/2 EA1747'METER FROM THE ERODED SHORELINE. (OFFSHORE) EA1747 EA1747 STATION RECOVERY (1953) EA1747 EA1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR) EA1747'THIS STATION WAS FOUND AS DESCRIBED IN THE 1947 RECOVERY EA1747'NOTE. HOWEVER, THE REINFORCING IS ABOUT TO GIVE AWAY FROM SEA EA1747'EROSION ACTION, AND IT IS ESTIMATED THAT THE STATION WILL BE EA1747'DESTROYED WITHIN A YEAR. EA1747 EA1747 STATION RECOVERY (2003) EA1747 EA1747'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1747'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0263 *********************************************************************** EA0263 DESIGNATION - M 163 EA0263 PID - EA0263 EA0263 STATE/COUNTY- NC/CARTERET EA0263 USGS QUAD - HARKERS ISLAND (1983) EA0263 EA0263 *CURRENT SURVEY CONTROL EA0263 ___________________________________________________________________ EA0263* NAD 83(1986)- 34 44 20. (N) 076 32 08. (W) SCALED EA0263* NAVD 88 - 2.199 (meters) 7.21 (feet) ADJUSTED EA0263 ___________________________________________________________________ EA0263 GEOID HEIGHT- -37.60 (meters) GEOID99 EA0263 DYNAMIC HT - 2.197 (meters) 7.21 (feet) COMP EA0263 MODELED GRAV- 979,719.6 (mgal) NAVD 88 EA0263 EA0263 VERT ORDER - SECOND CLASS 0 EA0263 EA0263.The horizontal coordinates were scaled from a topographic map and have EA0263.an estimated accuracy of +/- 6 seconds. EA0263 EA0263.The orthometric height was determined by differential leveling EA0263.and adjusted by the National Geodetic Survey in June 1991. EA0263 EA0263.The geoid height was determined by GEOID99. EA0263 EA0263.The dynamic height is computed by dividing the NAVD 88 EA0263.geopotential number by the normal gravity value computed on the EA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0263.degrees latitude (g = 980.6199 gals.). EA0263 EA0263.The modeled gravity was interpolated from observed gravity values. EA0263 EA0263; North East Units Estimated Accuracy EA0263;SPC NC - 112,500. 835,250. MT (+/- 180 meters Scaled) EA0263 EA0263 SUPERSEDED SURVEY CONTROL EA0263 EA0263 NGVD 29 - 2.497 (m) 8.19 (f) ADJ UNCH 2 0 EA0263 EA0263.Superseded values are not recommended for survey control. EA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0263.See file dsdata.txt to determine how the superseded data were derived. EA0263 EA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD594451(NAD 83) EA0263_MARKER: DB = BENCH MARK DISK EA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0263_STAMPING: M 163 1963 EA0263_MARK LOGO: CGS EA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0263+STABILITY: SURFACE MOTION EA0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0263+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA0263 EA0263 HISTORY - Date Condition Report By EA0263 HISTORY - 1963 MONUMENTED CGS EA0263 HISTORY - 1982 GOOD NCGS EA0263 HISTORY - 20030501 GOOD USPSQD EA0263 EA0263 STATION DESCRIPTION EA0263 EA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0263'1.9 MI SW FROM SMYRNA. EA0263'ABOUT 0.8 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE SMYRNA EA0263'HIGH SCHOOL AT SMYRNA, THENCE 1.1 MILES SOUTHWEST ALONG A BLACK EA0263'TOP ROAD, 0.4 MILE SOUTHWEST OF A Y JUNCTION FORMED BY BLACK TOP EA0263'ROADS, AT A FENCE CORNER, 33 FEET SOUTHEAST OF THE CENTER LINE OF EA0263'THE ROAD, 17 1/2 FEET NORTHEAST OF THE CENTERLINE OF A DIM WOODS EA0263'ROAD, 12.4 FEET SOUTHEAST OF THE NORTHEAST END OF A 12-INCH EA0263'PIPE CULVERT UNDER WOODS ROAD, 2 FEET NORTHWEST OF A T FENCE EA0263'CORNER, 1.4 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 1/2 EA0263'FOOT ABOVE THE LEVEL OF THE BLACK TOP ROAD, SET IN THE TOP OF A EA0263'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND. EA0263 EA0263 STATION RECOVERY (1982) EA0263 EA0263'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0263'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0263'THE DESCRIPTION IS ADEQUATE EXCEPT THE DIM WOODS ROAD NO LONGER EXIST, EA0263'73.5 FEET SOUTHWEST OF WEST END OF CULVERT UNDER DRIVE TO SPLIT LEVEL EA0263'RESIDENCE. EA0263'THE MARK IS 0.5 FT ABOVE ROAD. EA0263 EA0263 STATION RECOVERY (2003) EA0263 EA0263'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0263'CONCRETE R/W MARK BROKEN UP DIMS ROAD A LOCKED GATED RIGHT OH WAY 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1784 *********************************************************************** EA1784 DESIGNATION - MARSHALLBERG CHURCH SPIRE EA1784 PID - EA1784 EA1784 STATE/COUNTY- NC/CARTERET EA1784 USGS QUAD - HARKERS ISLAND (1983) EA1784 EA1784 *CURRENT SURVEY CONTROL EA1784 ___________________________________________________________________ EA1784* NAD 83(1986)- 34 43 27.58956(N) 076 31 02.59919(W) ADJUSTED EA1784* NAVD 88 - EA1784 ___________________________________________________________________ EA1784 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EA1784 GEOID HEIGHT- -37.62 (meters) GEOID99 EA1784 EA1784 HORZ ORDER - THIRD EA1784 EA1784.The North Carolina/South Carolina HARNS have been completed but, EA1784.due to contractual restrictions, coordinates for these stations EA1784.will NOT be published in the near future. In the interim, the EA1784.published coordinates in North and South Carolina will not be EA1784.consistent with the Continuously Operating Reference Stations EA1784.(CORS). The HARN coordinates for these stations are available EA1784.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1784.Lapine(803-896-7700). EA1784. EA1784.In addition, the published North and South Carolina positions EA1784.(NAD 83 (1986)) are NOT consistent with those determined in EA1784.adjacent state readjustments. The discontinuity between stations EA1784.located in North or South Carolina and those in adjacent states EA1784.which have been adjusted to the HARN may be as much as 5 EA1784.decimeters. This will result in a significant loss of accuracy EA1784.over lines crossing such state borders. EA1784 EA1784 EA1784.The horizontal coordinates were established by classical geodetic methods EA1784.and adjusted by the National Geodetic Survey in July 1986. EA1784 EA1784 EA1784.The Laplace correction was computed from DEFLEC99 derived deflections. EA1784 EA1784.The geoid height was determined by GEOID99. EA1784 EA1784; North East Units Scale Converg. EA1784;SPC NC - 110,926.529 836,948.606 MT 0.99991468 +1 25 58.4 EA1784;UTM 18 - 3,843,521.148 361,067.255 MT 0.99983791 -0 51 52.2 EA1784 EA1784 SUPERSEDED SURVEY CONTROL EA1784 EA1784 NAD 27 - 34 43 27.00602(N) 076 31 03.87755(W) AD( ) 3 EA1784 EA1784.Superseded values are not recommended for survey control. EA1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1784.See file dsdata.txt to determine how the superseded data were derived. EA1784 EA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6106743521(NAD 83) EA1784_MARKER: 90 = CHURCH SPIRE EA1784 EA1784 HISTORY - Date Condition Report By EA1784 HISTORY - 1933 FIRST OBSERVED CGS EA1784 HISTORY - 1947 GOOD CGS EA1784 HISTORY - 1967 GOOD AMS EA1784 HISTORY - 1980 SEE DESCRIPTION USE EA1784 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1784 EA1784 STATION DESCRIPTION EA1784 EA1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1784'A COMPLETE DESCRIPTION IS AS FOLLOWS-- EA1784' EA1784'LOCATED 0.5 MILE N OF THE STRAITS, 0.4 MILE W OF CORE SOUND, ON THE EA1784'E SIDE OF THE MAIN STREET OF MARSHALLBERG, 0.25 MILE S OF EA1784'MARSHALLBERG SCHOOL, AND 0.27 MILE S OF THE MARSHALLBERG BAPTIST EA1784'CHURCH. THE STATION IS THE 55-FOOT-HIGH SPIRE OF THE MARSHALLBERG EA1784'METHODIST CHURCH. EA1784 EA1784 STATION RECOVERY (1967) EA1784 EA1784'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 EA1784'THE STATION IS THE 55 FT HIGH SPIRE OF THE TRINITY METHODIST CHURCH, EA1784'(FOMERLY THE MARSHALLBERG METHODIST CHURCH.) EA1784' EA1784'TO REACH PROCEED ALONG THE MAIN STREET OF MARSHALLBERG TO THE EA1784'TRINITY METHODIST CHURCH AND STATION SITE. EA1784 EA1784 STATION RECOVERY (1980) EA1784 EA1784'RECOVERY NOTE BY US ENGINEERS 1980 (GRN) EA1784'STATION REPORTED DESTROYED. EA1784 EA1784 STATION RECOVERY (2003) EA1784 EA1784'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1784'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1751 *********************************************************************** EA1751 DESIGNATION - MARSHALLBURG BEACON EA1751 PID - EA1751 EA1751 STATE/COUNTY- NC/CARTERET EA1751 USGS QUAD - HARKERS ISLAND (1983) EA1751 EA1751 *CURRENT SURVEY CONTROL EA1751 ___________________________________________________________________ EA1751* NAD 83(1986)- 34 42 52.65902(N) 076 30 53.91258(W) ADJUSTED EA1751* NAVD 88 - EA1751 ___________________________________________________________________ EA1751 LAPLACE CORR- -1.94 (seconds) DEFLEC99 EA1751 GEOID HEIGHT- -37.63 (meters) GEOID99 EA1751 EA1751 HORZ ORDER - THIRD EA1751 EA1751.The North Carolina/South Carolina HARNS have been completed but, EA1751.due to contractual restrictions, coordinates for these stations EA1751.will NOT be published in the near future. In the interim, the EA1751.published coordinates in North and South Carolina will not be EA1751.consistent with the Continuously Operating Reference Stations EA1751.(CORS). The HARN coordinates for these stations are available EA1751.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1751.Lapine(803-896-7700). EA1751. EA1751.In addition, the published North and South Carolina positions EA1751.(NAD 83 (1986)) are NOT consistent with those determined in EA1751.adjacent state readjustments. The discontinuity between stations EA1751.located in North or South Carolina and those in adjacent states EA1751.which have been adjusted to the HARN may be as much as 5 EA1751.decimeters. This will result in a significant loss of accuracy EA1751.over lines crossing such state borders. EA1751 EA1751 EA1751.The horizontal coordinates were established by classical geodetic methods EA1751.and adjusted by the National Geodetic Survey in July 1986. EA1751 EA1751 EA1751.The Laplace correction was computed from DEFLEC99 derived deflections. EA1751 EA1751.The geoid height was determined by GEOID99. EA1751 EA1751; North East Units Scale Converg. EA1751;SPC NC - 109,856.087 837,196.469 MT 0.99991624 +1 26 03.4 EA1751;UTM 18 - 3,842,441.715 361,271.993 MT 0.99983721 -0 51 46.4 EA1751 EA1751 SUPERSEDED SURVEY CONTROL EA1751 EA1751 NAD 27 - 34 42 52.07400(N) 076 30 55.18800(W) AD( ) 3 EA1751 EA1751.Superseded values are not recommended for survey control. EA1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1751.See file dsdata.txt to determine how the superseded data were derived. EA1751 EA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6127242442(NAD 83) EA1751 EA1751 HISTORY - Date Condition Report By EA1751 HISTORY - 1933 FIRST OBSERVED CGS EA1751 HISTORY - 1947 MARK NOT FOUND CGS EA1751 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1751 EA1751 STATION DESCRIPTION EA1751 EA1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1751'STATION IS THE SAME LOCALITY AS CORE SOUND LIGHT 42A WHICH WAS EA1751'BUILT IN 1912 AND REBUILT IN 1941. THIS CANNOT BE THE STATION AS EA1751'IT WAS OBSERVED IN 1933. EA1751' EA1751'IT IS RECOMMENDED THE STATION BE CONSIDERED LOST. EA1751 EA1751 STATION RECOVERY (2003) EA1751 EA1751'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1751'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5136 *********************************************************************** AE5136 DESIGNATION - MOOR AE5136 PID - AE5136 AE5136 STATE/COUNTY- NC/CARTERET AE5136 USGS QUAD - MANSFIELD (1994) AE5136 AE5136 *CURRENT SURVEY CONTROL AE5136 ___________________________________________________________________ AE5136* NAD 83(1986)- 34 44 10.68529(N) 076 46 07.41904(W) ADJUSTED AE5136* NAVD 88 - 4.9 (meters) 16. (feet) VERT ANG AE5136 ___________________________________________________________________ AE5136 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AE5136 GEOID HEIGHT- -37.44 (meters) GEOID99 AE5136 AE5136 HORZ ORDER - SECOND AE5136 AE5136.The North Carolina/South Carolina HARNS have been completed but, AE5136.due to contractual restrictions, coordinates for these stations AE5136.will NOT be published in the near future. In the interim, the AE5136.published coordinates in North and South Carolina will not be AE5136.consistent with the Continuously Operating Reference Stations AE5136.(CORS). The HARN coordinates for these stations are available AE5136.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5136.Lapine(803-896-7700). AE5136. AE5136.In addition, the published North and South Carolina positions AE5136.(NAD 83 (1986)) are NOT consistent with those determined in AE5136.adjacent state readjustments. The discontinuity between stations AE5136.located in North or South Carolina and those in adjacent states AE5136.which have been adjusted to the HARN may be as much as 5 AE5136.decimeters. This will result in a significant loss of accuracy AE5136.over lines crossing such state borders. AE5136 AE5136 AE5136.The horizontal coordinates were established by classical geodetic methods AE5136.and adjusted by the National Geodetic Survey in April 1997. AE5136 AE5136.The orthometric height was determined by vertical angle observations. AE5136 AE5136.The Laplace correction was computed from DEFLEC99 derived deflections. AE5136 AE5136.The geoid height was determined by GEOID99. AE5136 AE5136; North East Units Scale Converg. AE5136;SPC NC - 111,707.612 813,906.274 MT 0.99991279 +1 17 16.2 AE5136;UTM 18 - 3,845,224.914 338,075.518 MT 0.99992317 -1 00 28.9 AE5136 AE5136 SUPERSEDED SURVEY CONTROL AE5136 AE5136.No superseded survey control is available for this station. AE5136 AE5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3807645225(NAD 83) AE5136_MARKER: DH = HORIZONTAL CONTROL DISK AE5136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5136_STAMPING: MOOR 1984 AE5136_MARK LOGO: NCGS AE5136_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5136+STABILITY: SURFACE MOTION AE5136 AE5136 HISTORY - Date Condition Report By AE5136 HISTORY - 1984 MONUMENTED NCGS AE5136 HISTORY - 20030426 MARK NOT FOUND USPSQD AE5136 AE5136 STATION DESCRIPTION AE5136 AE5136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5136'STATION IS LOCATED ABOUT 3.54 KM (2.20 MI) WEST-NORTHWEST OF MOREHEAD AE5136'CITY AND 10.47 KM (6.51 MI) SOUTHEAST OF NEWPORT.$ALONG SR 1177 AE5136'(COUNTRY CLUB BOULEVARD) FOR 2.17 KM (1.35 MI) EAST FROM US 70 (NEAR AE5136'THE JUNCTION WITH NC 24), OR 0.56 KM (0.35 MI) WEST FROM THE CHURCH OF AE5136'JESUS CHRIST, AND ON THE PROLONGATION OF THE WEST SIDE OF A BRICK AE5136'HOUSE.$MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 4.4 M (14.4 AE5136'FT) NORTH OF THE CENTERLINE OF THE ROAD, 23.0 M (75.5 FT) SOUTH OF THE AE5136'NORTHWEST END OF A DRIVEWAY CULVERT, 4.5 M (14.8 FT) WEST OF A POLE AE5136'ANCHOR, AND 14.8 M (48.6 FT) NORTH-NORTHEAST OF A POWER POLE. AE5136 AE5136 STATION RECOVERY (2003) AE5136 AE5136'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) AE5136'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0264 *********************************************************************** EA0264 DESIGNATION - N 163 EA0264 PID - EA0264 EA0264 STATE/COUNTY- NC/CARTERET EA0264 USGS QUAD - HARKERS ISLAND (1983) EA0264 EA0264 *CURRENT SURVEY CONTROL EA0264 ___________________________________________________________________ EA0264* NAD 83(1986)- 34 44 12. (N) 076 33 10. (W) SCALED EA0264* NAVD 88 - 1.688 (meters) 5.54 (feet) ADJUSTED EA0264 ___________________________________________________________________ EA0264 GEOID HEIGHT- -37.58 (meters) GEOID99 EA0264 DYNAMIC HT - 1.686 (meters) 5.53 (feet) COMP EA0264 MODELED GRAV- 979,719.8 (mgal) NAVD 88 EA0264 EA0264 VERT ORDER - SECOND CLASS 0 EA0264 EA0264.The horizontal coordinates were scaled from a topographic map and have EA0264.an estimated accuracy of +/- 6 seconds. EA0264 EA0264.The orthometric height was determined by differential leveling EA0264.and adjusted by the National Geodetic Survey in June 1991. EA0264 EA0264.The geoid height was determined by GEOID99. EA0264 EA0264.The dynamic height is computed by dividing the NAVD 88 EA0264.geopotential number by the normal gravity value computed on the EA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0264.degrees latitude (g = 980.6199 gals.). EA0264 EA0264.The modeled gravity was interpolated from observed gravity values. EA0264 EA0264; North East Units Estimated Accuracy EA0264;SPC NC - 112,210. 833,680. MT (+/- 180 meters Scaled) EA0264 EA0264 SUPERSEDED SURVEY CONTROL EA0264 EA0264 NGVD 29 - 1.985 (m) 6.51 (f) ADJ UNCH 2 0 EA0264 EA0264.Superseded values are not recommended for survey control. EA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0264.See file dsdata.txt to determine how the superseded data were derived. EA0264 EA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD578449(NAD 83) EA0264_MARKER: DB = BENCH MARK DISK EA0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0264_STAMPING: N 163 1963 EA0264_MARK LOGO: CGS EA0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0264+STABILITY: SURFACE MOTION EA0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0264+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA0264 EA0264 HISTORY - Date Condition Report By EA0264 HISTORY - 1963 MONUMENTED CGS EA0264 HISTORY - 1982 GOOD NCGS EA0264 HISTORY - 1985 GOOD USPSQD EA0264 HISTORY - 1988 GOOD USPSQD EA0264 HISTORY - 20030501 GOOD USPSQD EA0264 EA0264 STATION DESCRIPTION EA0264 EA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0264'2.9 MI SW FROM SMYRNA. EA0264'ABOUT 0.8 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE SMYRNA EA0264'HIGH SCHOOL AT SMYRNA, THENCE 2.1 MILES SOUTHWEST ALONG A BLACK EA0264'TOP ROAD, DIRECTLY ACROSS THE ROAD FROM THE STRAITS METHODIST CHURCH, EA0264'20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 102.0 FEET EA0264'SOUTHEAST OF AND ACROSS THE ROAD FROM THE EAST CORNER OF THE CHURCH, EA0264'37 FEET NORTH OF A 30-INCH PECAN TREE IN A YARD, 2 1/2 FEET EAST EA0264'OF POWER LINE POLE 1038, 2.6 FEET NORTHWEST OF A FENCE LINE, EA0264'2 1/2 FEET SOUTHWEST OF A WOODEN WITNESS POST, 1/2 FOOT ABOVE THE EA0264'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING EA0264'4 INCHES ABOVE THE LEVEL OF THE GROUND. EA0264 EA0264 STATION RECOVERY (1982) EA0264 EA0264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0264'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0264'THE DESCRIPTION IS ADEQUATE EXCEPT THE WITNESS POST HAS BEEN RESET, EA0264'NOW 1.0 FEET NORTH OF WITNESS POST WITH SIGN. EA0264'THE MARK IS 0.5 FT ABOVE ROAD. EA0264 EA0264 STATION RECOVERY (1985) EA0264 EA0264'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0264'WITNESS POST GOOD. EA0264 EA0264 STATION RECOVERY (1988) EA0264 EA0264'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA0264'RECOVERED IN GOOD CONDITION. EA0264 EA0264 STATION RECOVERY (2003) EA0264 EA0264'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0264'WITNESS POST NOW 6INCHES AWAY 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0246 *********************************************************************** EA0246 DESIGNATION - OTTWAY USE EA0246 PID - EA0246 EA0246 STATE/COUNTY- NC/CARTERET EA0246 USGS QUAD - WILLISTON (1983) EA0246 EA0246 *CURRENT SURVEY CONTROL EA0246 ___________________________________________________________________ EA0246* NAD 83(1986)- 34 46 34. (N) 076 33 31. (W) SCALED EA0246* NAVD 88 - 1.683 (meters) 5.52 (feet) ADJUSTED EA0246 ___________________________________________________________________ EA0246 GEOID HEIGHT- -37.58 (meters) GEOID99 EA0246 DYNAMIC HT - 1.681 (meters) 5.52 (feet) COMP EA0246 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA0246 EA0246 VERT ORDER - SECOND CLASS II EA0246 EA0246.The horizontal coordinates were scaled from a topographic map and have EA0246.an estimated accuracy of +/- 6 seconds. EA0246 EA0246.The orthometric height was determined by differential leveling EA0246.and adjusted by the National Geodetic Survey in June 1991. EA0246.WARNING-Repeat measurements at this control monument indicate possible EA0246.vertical movement. EA0246 EA0246.The geoid height was determined by GEOID99. EA0246 EA0246.The dynamic height is computed by dividing the NAVD 88 EA0246.geopotential number by the normal gravity value computed on the EA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0246.degrees latitude (g = 980.6199 gals.). EA0246 EA0246.The modeled gravity was interpolated from observed gravity values. EA0246 EA0246; North East Units Estimated Accuracy EA0246;SPC NC - 116,580. 833,030. MT (+/- 180 meters Scaled) EA0246 EA0246 SUPERSEDED SURVEY CONTROL EA0246 EA0246 NGVD 29 - 1.980 (m) 6.50 (f) ADJ UNCH 2 2 EA0246 EA0246.Superseded values are not recommended for survey control. EA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0246.See file dsdata.txt to determine how the superseded data were derived. EA0246 EA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD573493(NAD 83) EA0246_MARKER: DD = SURVEY DISK EA0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0246_STAMPING: OTTWAY 1935 EA0246_MARK LOGO: USE EA0246_PROJECTION: FLUSH EA0246_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0246+STABILITY: SURFACE MOTION EA0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0246+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA0246 EA0246 HISTORY - Date Condition Report By EA0246 HISTORY - 1935 MONUMENTED DOD EA0246 HISTORY - 1962 GOOD NGS EA0246 HISTORY - 1982 GOOD NCGS EA0246 HISTORY - 19920527 GOOD NCGS EA0246 HISTORY - 20030501 GOOD USPSQD EA0246 EA0246 STATION DESCRIPTION EA0246 EA0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0246'4.7 MI SW FROM WILLISTON. EA0246'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST EA0246'OFFICE BUILDING AT WILLISTON, JUST WEST OF A ROAD CROSSING IN EA0246'THE SMALL VILLAGE OF OTWAY, 44.7 FEET NORTH OF THE CENTER LINE OF EA0246'THE HIGHWAY, 102 FEET WEST OF THE CENTER LINE OF A BLACK TOP EA0246'ROAD LEADING NORTH, 21.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF EA0246'A FRAME HOUSE, 30 FEET WEST OF A LONE 30-INCH ELM TREE, SET IN THE EA0246'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH EA0246'THE HIGHWAY SURFACE. EA0246 EA0246 STATION RECOVERY (1982) EA0246 EA0246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0246'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. EA0246'3.3 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER TO EA0246'CROSSROADS IN COMMUNITY OF OTWAY, IN YARD IN NORTHWEST QUADRANT OF EA0246'INTERSECTION, 45.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 99.0 FEET EA0246'WEST-NORTHWEST OF CENTERLINE OF ROAD, 19.9 FEET SOUTHEAST OF BRICK EA0246'PORCH COLUMN AND ON PROLONGATION OF FRONT PORCH COLUMNS, AND 46.6 FEET EA0246'SOUTH OF NORTHEAST CORNER OF FRAME RESIDENCE. EA0246'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA0246 EA0246 STATION RECOVERY (1992) EA0246 EA0246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0246'RECOVERED AS DESCRIBED. EA0246 EA0246 STATION RECOVERY (2003) EA0246 EA0246'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0246'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0265 *********************************************************************** EA0265 DESIGNATION - P 163 EA0265 PID - EA0265 EA0265 STATE/COUNTY- NC/CARTERET EA0265 USGS QUAD - HARKERS ISLAND (1983) EA0265 EA0265 *CURRENT SURVEY CONTROL EA0265 ___________________________________________________________________ EA0265* NAD 83(1986)- 34 43 49. (N) 076 33 59. (W) SCALED EA0265* NAVD 88 - 1.996 (meters) 6.55 (feet) ADJUSTED EA0265 ___________________________________________________________________ EA0265 GEOID HEIGHT- -37.56 (meters) GEOID99 EA0265 DYNAMIC HT - 1.994 (meters) 6.54 (feet) COMP EA0265 MODELED GRAV- 979,719.9 (mgal) NAVD 88 EA0265 EA0265 VERT ORDER - SECOND CLASS 0 EA0265 EA0265.The horizontal coordinates were scaled from a topographic map and have EA0265.an estimated accuracy of +/- 6 seconds. EA0265 EA0265.The orthometric height was determined by differential leveling EA0265.and adjusted by the National Geodetic Survey in June 1991. EA0265 EA0265.The geoid height was determined by GEOID99. EA0265 EA0265.The dynamic height is computed by dividing the NAVD 88 EA0265.geopotential number by the normal gravity value computed on the EA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0265.degrees latitude (g = 980.6199 gals.). EA0265 EA0265.The modeled gravity was interpolated from observed gravity values. EA0265 EA0265; North East Units Estimated Accuracy EA0265;SPC NC - 111,480. 832,450. MT (+/- 180 meters Scaled) EA0265 EA0265 SUPERSEDED SURVEY CONTROL EA0265 EA0265 NGVD 29 - 2.292 (m) 7.52 (f) ADJ UNCH 2 0 EA0265 EA0265.Superseded values are not recommended for survey control. EA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0265.See file dsdata.txt to determine how the superseded data were derived. EA0265 EA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD565442(NAD 83) EA0265_MARKER: DB = BENCH MARK DISK EA0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0265_STAMPING: P 163 1963 EA0265_MARK LOGO: CGS EA0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0265+STABILITY: SURFACE MOTION EA0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0265+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA0265 EA0265 HISTORY - Date Condition Report By EA0265 HISTORY - 1963 MONUMENTED CGS EA0265 HISTORY - 1982 GOOD NCGS EA0265 HISTORY - 1985 GOOD USPSQD EA0265 HISTORY - 1988 GOOD USPSQD EA0265 HISTORY - 20030501 GOOD USPSQD EA0265 EA0265 STATION DESCRIPTION EA0265 EA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0265'3.8 MI SW FROM SMYRNA. EA0265'ABOUT 0.8 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE SMYRNA EA0265'HIGH SCHOOL AT SMYRNA, THENCE 3.0 MILES SOUTHWEST ALONG A BLACK EA0265'TOP ROAD, 0.9 MILE SOUTHWEST OF THE STRAITS METHODIST CHURCH, EA0265'ABOUT 0.7 MILE NORTHEAST OF THE NORTH END OF THE LONG BRIDGE OVER EA0265'THE STRAITS LEADING SOUTH TO HARKERS ISLAND, ACROSS THE ROAD FROM EA0265'A LARGE WHITE TWO-STORY FRAME HOUSE, 31 1/2 FEET NORTH OF THE EA0265'CENTER LINE OF THE ROAD, 17 FEET EAST OF A 24-INCH PECAN TREE, EA0265'1 1/2 FEET SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A EA0265'WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND EA0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE EA0265'LEVEL OF THE GROUND. EA0265 EA0265 STATION RECOVERY (1982) EA0265 EA0265'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0265'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT THE EA0265'FENCE LINE AND WITNESS POST NO LONGER EXIST. ADD 4.2 FEET WEST OF A EA0265'WOODEN WITNESS POST WITH SIGN AND 14.5 FEET NORTHWEST OF WEST END OF EA0265'CULVERT UNDER DRIVE. EA0265 EA0265 STATION RECOVERY (1985) EA0265 EA0265'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0265'WITNESS POST GOOD. EA0265 EA0265 STATION RECOVERY (1988) EA0265 EA0265'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA0265'RECOVERED IN GOOD CONDITION. EA0265 EA0265 STATION RECOVERY (2003) EA0265 EA0265'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0265'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1649 *********************************************************************** EA1649 DESIGNATION - PENN EA1649 PID - EA1649 EA1649 STATE/COUNTY- NC/CARTERET EA1649 USGS QUAD - CORE CREEK (1994) EA1649 EA1649 *CURRENT SURVEY CONTROL EA1649 ___________________________________________________________________ EA1649* NAD 83(1986)- 34 45 41.80774(N) 076 43 28.88472(W) ADJUSTED EA1649* NAVD 88 - 0.2 (meters) 1. (feet) VERTCON EA1649 ___________________________________________________________________ EA1649 LAPLACE CORR- -0.43 (seconds) DEFLEC99 EA1649 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1649 EA1649 HORZ ORDER - SECOND EA1649 EA1649.The North Carolina/South Carolina HARNS have been completed but, EA1649.due to contractual restrictions, coordinates for these stations EA1649.will NOT be published in the near future. In the interim, the EA1649.published coordinates in North and South Carolina will not be EA1649.consistent with the Continuously Operating Reference Stations EA1649.(CORS). The HARN coordinates for these stations are available EA1649.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1649.Lapine(803-896-7700). EA1649. EA1649.In addition, the published North and South Carolina positions EA1649.(NAD 83 (1986)) are NOT consistent with those determined in EA1649.adjacent state readjustments. The discontinuity between stations EA1649.located in North or South Carolina and those in adjacent states EA1649.which have been adjusted to the HARN may be as much as 5 EA1649.decimeters. This will result in a significant loss of accuracy EA1649.over lines crossing such state borders. EA1649 EA1649 EA1649.The horizontal coordinates were established by classical geodetic methods EA1649.and adjusted by the National Geodetic Survey in July 1986. EA1649 EA1649.The NAVD 88 height was computed by applying the VERTCON shift value to EA1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1649 EA1649.The Laplace correction was computed from DEFLEC99 derived deflections. EA1649 EA1649.The geoid height was determined by GEOID99. EA1649 EA1649; North East Units Scale Converg. EA1649;SPC NC - 114,606.139 817,873.474 MT 0.99990894 +1 18 47.7 EA1649;UTM 18 - 3,847,962.167 342,155.688 MT 0.99990709 -0 59 00.8 EA1649 EA1649: Primary Azimuth Mark Grid Az EA1649:SPC NC - WHITE 353 29 51.0 EA1649:UTM 18 - WHITE 355 47 39.5 EA1649 EA1649|---------------------------------------------------------------------| EA1649| PID Reference Object Distance Geod. Az | EA1649| dddmmss.s | EA1649| EA3641 PENN RM 1 21.193 METERS 17815 | EA1649| EA3642 PENN RM 2 14.841 METERS 25800 | EA1649| EA1655 WHITE APPROX. 1.7 KM 3544838.7 | EA1649|---------------------------------------------------------------------| EA1649 EA1649 SUPERSEDED SURVEY CONTROL EA1649 EA1649 NAD 27 - 34 45 41.22914(N) 076 43 30.12657(W) AD( ) 2 EA1649 NGVD 29 - 0.5 (m) 2. (f) VERT ANG EA1649 EA1649.Superseded values are not recommended for survey control. EA1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1649.See file dsdata.txt to determine how the superseded data were derived. EA1649 EA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4215647962(NAD 83) EA1649_MARKER: DE = TRAVERSE STATION DISK EA1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1649_STAMPING: PENN 1966 EA1649_MARK LOGO: NCGS EA1649_MAGNETIC: N = NO MAGNETIC MATERIAL EA1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1649+STABILITY: SURFACE MOTION EA1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1649+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1649 EA1649 HISTORY - Date Condition Report By EA1649 HISTORY - 1966 MONUMENTED NCGS EA1649 HISTORY - 19840101 SEE DESCRIPTION NCGS EA1649 HISTORY - 20030501 GOOD USPSQD EA1649 EA1649 STATION DESCRIPTION EA1649 EA1649'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC) EA1649'PENN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1649'IN THE VICINITY OF MOREHEAD CITY, NORTH CAROLINA. EA1649' EA1649'PENN IS 2.7 MILES NORTH OF INTERSECTION OF U.S. 70 AND SR EA1649'1176 IN MOREHEAD CITY AND 4.2 MILES SE OF INTERSECTION OF NC EA1649'101 AND SR 1155. TO REACH STATION PROCEED FROM INTERSECTION EA1649'OF U.S. 70 AND 20TH ST. IN MOREHEAD CITY. GO NORTH 2.5 MILES EA1649'ALONG 20TH ST. (SR 1176) TO T INTERSECTION OF SR EA1649'1177. CONTINUE ON DIRT ROAD ACROSS SR 1176 ALONG WIRE FENCE EA1649'THROUGH TWO GATES TO RIVER. STATION IS NORTH OF LARGE OAK EA1649'TREE NEAR FENCE LINE AND ON SOUTH SIDE OF NEWPORT RIVER AT EA1649'PENN PT. EA1649' EA1649'STATION MARK IS A PRECAST MARKER, WITH A N. C. BRASS EA1649'TRAVERSE DISK SET IN THE TOP, STAMPED PENN 1966, THE TOP OF EA1649'WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND. EA1649' EA1649'MARK IS EA1649' EA1649'48.69 FT E OF RM 2 NEAR 36 INCH OAK WITH ALUMINUM REF. TAG EA1649' EA1649'69.53 FT N OF RM 1 NEAR 14 INCH CYPRESS EA1649' EA1649'5.0 FT SW OF HIGH WATER LINE EA1649' EA1649'77.43 FT FROM RM 1 TO RM 2 EA1649 EA1649 STATION RECOVERY (1984) EA1649 EA1649'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1649'NO SIGN OF THE STATION OR REFERENCE MARKS WERE FOUND. CONSTRUCTION OF EA1649'A BULKHEAD LIKELY DESTROYED THE MARKS. EA1649 EA1649 STATION RECOVERY (2003) EA1649 EA1649'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1649'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1763 *********************************************************************** EA1763 DESIGNATION - POINT 1913 EA1763 PID - EA1763 EA1763 STATE/COUNTY- NC/CARTERET EA1763 USGS QUAD - HARKERS ISLAND (1983) EA1763 EA1763 *CURRENT SURVEY CONTROL EA1763 ___________________________________________________________________ EA1763* NAD 83(1986)- 34 43 10.00531(N) 076 32 29.82204(W) ADJUSTED EA1763* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1763 ___________________________________________________________________ EA1763 LAPLACE CORR- -2.21 (seconds) DEFLEC99 EA1763 GEOID HEIGHT- -37.59 (meters) GEOID99 EA1763 EA1763 HORZ ORDER - THIRD EA1763 EA1763.The North Carolina/South Carolina HARNS have been completed but, EA1763.due to contractual restrictions, coordinates for these stations EA1763.will NOT be published in the near future. In the interim, the EA1763.published coordinates in North and South Carolina will not be EA1763.consistent with the Continuously Operating Reference Stations EA1763.(CORS). The HARN coordinates for these stations are available EA1763.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1763.Lapine(803-896-7700). EA1763. EA1763.In addition, the published North and South Carolina positions EA1763.(NAD 83 (1986)) are NOT consistent with those determined in EA1763.adjacent state readjustments. The discontinuity between stations EA1763.located in North or South Carolina and those in adjacent states EA1763.which have been adjusted to the HARN may be as much as 5 EA1763.decimeters. This will result in a significant loss of accuracy EA1763.over lines crossing such state borders. EA1763 EA1763 EA1763.The horizontal coordinates were established by classical geodetic methods EA1763.and adjusted by the National Geodetic Survey in July 1986. EA1763 EA1763.The orthometric height was scaled from a topographic map. EA1763 EA1763.The Laplace correction was computed from DEFLEC99 derived deflections. EA1763 EA1763.The geoid height was determined by GEOID99. EA1763 EA1763; North East Units Scale Converg. EA1763;SPC NC - 110,329.658 834,743.726 MT 0.99991546 +1 25 08.1 EA1763;UTM 18 - 3,843,013.173 358,840.384 MT 0.99984560 -0 52 41.5 EA1763 EA1763: Primary Azimuth Mark Grid Az EA1763:SPC NC - WEST 1913 279 28 01.0 EA1763:UTM 18 - WEST 1913 281 45 50.6 EA1763 EA1763|---------------------------------------------------------------------| EA1763| PID Reference Object Distance Geod. Az | EA1763| dddmmss.s | EA1763| EA1784 MARSHALLBERG CHURCH SPIRE APPROX. 2.3 KM 0761618.5 | EA1763| EA1739 HARKERS ISLAND LIGHT APPROX. 1.3 KM 0921432.2 | EA1763| EA1752 MARSHALLBURG LIGHT APPROX. 2.5 KM 1021524.6 | EA1763| EA1773 THE STRAITS BEACON ESE OF PT APPROX. 0.7 KM 1073738.7 | EA1763| EA1724 CRAB POINT LIGHT 436.821 METERS 2061331.0 | EA1763| EA1779 WESTMOUTH BAY LIGHT APPROX. 1.0 KM 2572910.5 | EA1763| EA1778 WEST 1913 APPROX. 2.0 KM 2805309.1 | EA1763|---------------------------------------------------------------------| EA1763 EA1763 SUPERSEDED SURVEY CONTROL EA1763 EA1763 NAD 27 - 34 43 09.42217(N) 076 32 31.09667(W) AD( ) 3 EA1763 EA1763.Superseded values are not recommended for survey control. EA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1763.See file dsdata.txt to determine how the superseded data were derived. EA1763 EA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5884043013(NAD 83) EA1763_MARKER: U = CONCRETE POST EA1763_SETTING: 0 = UNSPECIFIED SETTING EA1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1763 EA1763 HISTORY - Date Condition Report By EA1763 HISTORY - 1913 MONUMENTED CGS EA1763 HISTORY - 1927 GOOD CGS EA1763 HISTORY - 1947 SEE DESCRIPTION CGS EA1763 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1763 EA1763 STATION DESCRIPTION EA1763 EA1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1763'ON THE N SIDE OF THE STRAITS BETWEEN CORE SOUND AND NORTH RIVER EA1763'ON THE EXTREME END AND OF CRAB POINT, ON THE W SIDE OF A FENCE EA1763'WHICH RUNS INLAND FROM A SMALL WHARF AT RIGHT ANGLES TO THE EA1763'BEACH, AND DIVIDES A FARMERS FRONT YARD FROM THE BACK YARD ABOUT EA1763'10 FEET FROM THE DIKE PROTECTING THE SHORE LINE. THE STATION EA1763'AND UNDERGROUND MARKS ARE CONCRETE MONUMENTS. THERE IS NO EA1763'REFERENCE MARK. DISTANCES AND BEARINGS FROM THE STATION ARE AS EA1763'FOLLOWS--TO A VERTICAL LINE OF NAILS IN A BLAZE ON A 6-INCH EA1763'CEDAR, 24.1 METERS (79.1 FEET), N 17 DEG 00 MIN W. TO THE SW EA1763'CORNER OF THE LARGE BRICK CHIMNEY OF THE FARMHOUSE, 48.42 EA1763'METERS (58.9 FEET), N 4 DEG 53 MIN E. TO A TRIANGLE OF NAILS IN EA1763'A BLAZE ON A 14-INCH CEDAR, N 34 DEG 30 MIN E. EA1763' EA1763'DISTANCES AND MAGNETIC BEARINGS FROM THE STATION ARE AS EA1763'FOLLOWS--TO A POINT ON THE FENCE, 2.86 METERS (9.4 FEET) IN EA1763'RANGE WITH HARKERS ISLAND LIGHT. TO THE SE CORNER OF THE BARN, EA1763'19.9 METERS (65.3 FEET) N 34 DEG W. EA1763 EA1763 STATION RECOVERY (1927) EA1763 EA1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1763'STATION MARK WAS RECOVERED IN GOOD CONDITION. ALL POINTS OF EA1763'REFERENCE AND WITNESS MARKS WERE FOUND. DESCRIPTION OF STATION EA1763'IS ADEQUATE. THE SUBSURFACE MARK WAS NOT INVESTIGATED. EA1763 EA1763 STATION RECOVERY (1947) EA1763 EA1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1763'UNABLE TO FIND. SEARCH DISCONTINUED AFTER TWO HOURS. EA1763' EA1763'ACCORDING TO LOCAL INFORMATION SHORELINE HAS BEEN WASHED AWAY EA1763'AT LEAST 300 FEET IN LAST 10 YEARS. EA1763' EA1763'RECOMMEND SURFACE AND SUB-SURFACE MARK BE CONSIDERED DESTROYED. EA1763 EA1763 STATION RECOVERY (2003) EA1763 EA1763'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1763'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1650 *********************************************************************** EA1650 DESIGNATION - POINT USE 1966 EA1650 PID - EA1650 EA1650 STATE/COUNTY- NC/CARTERET EA1650 USGS QUAD - CORE CREEK (1994) EA1650 EA1650 *CURRENT SURVEY CONTROL EA1650 ___________________________________________________________________ EA1650* NAD 83(1986)- 34 45 39.02094(N) 076 44 02.10358(W) ADJUSTED EA1650* NAVD 88 - 0.8 (meters) 3. (feet) VERT ANG EA1650 ___________________________________________________________________ EA1650 LAPLACE CORR- -0.39 (seconds) DEFLEC99 EA1650 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1650 EA1650 HORZ ORDER - SECOND EA1650 EA1650.The North Carolina/South Carolina HARNS have been completed but, EA1650.due to contractual restrictions, coordinates for these stations EA1650.will NOT be published in the near future. In the interim, the EA1650.published coordinates in North and South Carolina will not be EA1650.consistent with the Continuously Operating Reference Stations EA1650.(CORS). The HARN coordinates for these stations are available EA1650.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1650.Lapine(803-896-7700). EA1650. EA1650.In addition, the published North and South Carolina positions EA1650.(NAD 83 (1986)) are NOT consistent with those determined in EA1650.adjacent state readjustments. The discontinuity between stations EA1650.located in North or South Carolina and those in adjacent states EA1650.which have been adjusted to the HARN may be as much as 5 EA1650.decimeters. This will result in a significant loss of accuracy EA1650.over lines crossing such state borders. EA1650 EA1650 EA1650.The horizontal coordinates were established by classical geodetic methods EA1650.and adjusted by the National Geodetic Survey in April 1997. EA1650 EA1650.The orthometric height was determined by vertical angle observations. EA1650 EA1650.The Laplace correction was computed from DEFLEC99 derived deflections. EA1650 EA1650.The geoid height was determined by GEOID99. EA1650 EA1650; North East Units Scale Converg. EA1650;SPC NC - 114,500.972 817,030.938 MT 0.99990906 +1 18 28.5 EA1650;UTM 18 - 3,847,890.850 341,309.614 MT 0.99991039 -0 59 19.7 EA1650 EA1650 SUPERSEDED SURVEY CONTROL EA1650 EA1650 NAD 83(1986)- 34 45 39.01859(N) 076 44 02.10637(W) AD( ) 2 EA1650 NAD 27 - 34 45 38.43973(N) 076 44 03.34664(W) AD( ) 2 EA1650 NGVD 29 - 1.1 (m) 4. (f) VERT ANG EA1650 EA1650.Superseded values are not recommended for survey control. EA1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1650.See file dsdata.txt to determine how the superseded data were derived. EA1650 EA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4131047891(NAD 83) EA1650_MARKER: DS = TRIANGULATION STATION DISK EA1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1650_STAMPING: POINT USE 1935 EA1650_MARK LOGO: USE EA1650_MAGNETIC: N = NO MAGNETIC MATERIAL EA1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1650+STABILITY: SURFACE MOTION EA1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1650+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 EA1650 EA1650 HISTORY - Date Condition Report By EA1650 HISTORY - UNK MONUMENTED EA1650 HISTORY - 19960212 GOOD NCGS EA1650 HISTORY - 20030501 GOOD USPSQD EA1650 EA1650 STATION DESCRIPTION EA1650 EA1650'DESCRIBED UNK EA1650'RECOVERED AS DESCRIBED. EA1650 EA1650 STATION RECOVERY (1996) EA1650 EA1650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (LJP) EA1650'STATION IS LOCATED 2.6 MI (4.2 KM) NORTH OF MOREHEAD CITY AND 5.4 MI EA1650'(8.7 KM) WEST-NORTHWEST OF BEAUFORT.$PROCEED ALONG SR 1176 (NORTH 20TH EA1650'STREET) FOR 2.5 MI (4.0 KM) NORTH FROM US 70 (IN MOREHEAD CITY) TO SR EA1650'1177 (COUNTRY CLUB ROAD), THENCE ALONG SR 1177 FOR 0.35 MI (0.56 KM) EA1650'WEST TO THE WEST ENTRANCE OF SR 1207 (CRAB POINT LOOP ROAD), THENCE EA1650'ALONG SR 1207 FOR 0.1 MI (0.2 KM) NORTH TO A DIRT DRIVE ON THE LEFT, EA1650'THENCE ALONG THE DRIVE AND A SPLIT RAIL FENCE NORTH TO LAWTON POINT ON EA1650'THE NEWPORT RIVER, AND THE STATION.$MARK PROJECTS 3 INCHES ABOVE EA1650'GROUND AND IS 4 INCHES HIGHER THAN THE DIRT DRIVE. LOCATED 158 FT EA1650'(48.2 M) SOUTHEAST OF THE SHORELINE OF THE RIVER, 52.7 FT (16.1 M) EA1650'WEST OF THE NORTHWEST CORNER OF A WOOD FRAME STORAGE BUILDING, 93.0 FT EA1650'(28.3 M) SOUTH-SOUTHEAST OF NCGS--LAWTON 2 1984--, 106.8 FT (32.6 M) EA1650'SOUTHWEST OF--LAWTON RM 1--, 44.9 FT (13.7 M) WEST-SOUTHWEST EA1650'OF--LAWTON RM 2--AND 46.3 FT (14.1 M) SOUTHWEST OF THE EAST MOST LIVE EA1650'OAK (IN LINE OF FOUR), 14.8 FT (4.5 M) NORTHWEST OF THE NORTH MOST EA1650'TRUNK OF A LIVE OAK (3RD FROM DIRT DRIVE), 112.3 FT (34.2 M) SOUTHWEST EA1650'OF A 15-INCH CEDAR NEAR THE SHORE--ALL THREE TREES WITH REFERENCE EA1650'TAGS. EA1650 EA1650 STATION RECOVERY (2003) EA1650 EA1650'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1650'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0178 *********************************************************************** EA0178 TIDAL BM - This is a Tidal Bench Mark. EA0178 DESIGNATION - R 163 EA0178 PID - EA0178 EA0178 STATE/COUNTY- NC/CARTERET EA0178 USGS QUAD - BEAUFORT (1987) EA0178 EA0178 *CURRENT SURVEY CONTROL EA0178 ___________________________________________________________________ EA0178* NAD 83(1986)- 34 41 54. (N) 076 42 41. (W) SCALED EA0178* NAVD 88 - 2.954 (meters) 9.69 (feet) ADJUSTED EA0178 ___________________________________________________________________ EA0178 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0178 DYNAMIC HT - 2.951 (meters) 9.68 (feet) COMP EA0178 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA0178 EA0178 VERT ORDER - SECOND CLASS 0 EA0178 EA0178.The horizontal coordinates were scaled from a topographic map and have EA0178.an estimated accuracy of +/- 6 seconds. EA0178 EA0178.The orthometric height was determined by differential leveling EA0178.and adjusted by the National Geodetic Survey in June 1991. EA0178 EA0178.This Tidal Bench Mark is designated as VM 13973 EA0178.by the Center for Operational Oceanographic Products and Services. EA0178 EA0178.The geoid height was determined by GEOID99. EA0178 EA0178.The dynamic height is computed by dividing the NAVD 88 EA0178.geopotential number by the normal gravity value computed on the EA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0178.degrees latitude (g = 980.6199 gals.). EA0178 EA0178.The modeled gravity was interpolated from observed gravity values. EA0178 EA0178; North East Units Estimated Accuracy EA0178;SPC NC - 107,620. 819,250. MT (+/- 180 meters Scaled) EA0178 EA0178 SUPERSEDED SURVEY CONTROL EA0178 EA0178 NGVD 29 - 3.279 (m) 10.76 (f) ADJ UNCH 2 0 EA0178 EA0178.Superseded values are not recommended for survey control. EA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0178.See file dsdata.txt to determine how the superseded data were derived. EA0178 EA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432409(NAD 83) EA0178_MARKER: DB = BENCH MARK DISK EA0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0178_STAMPING: R 163 1963 EA0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0178 EA0178 HISTORY - Date Condition Report By EA0178 HISTORY - 1963 MONUMENTED CGS EA0178 HISTORY - 19890930 MARK NOT FOUND USPSQD EA0178 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0178 EA0178 STATION DESCRIPTION EA0178 EA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0178'1.6 MI E FROM ATLANTIC BEACH. EA0178'ABOUT 1.55 MILES EAST ALONG THE FORT MACON ROAD FROM THE JUNCTION EA0178'OF A BLACK TOP ROAD LEADING NORTH TO MOREHEAD CITY, THENCE 0.1 EA0178'MILE SOUTH ALONG HENDERSON BLVD, NEAR THE SOUTHWEST CORNER OF EA0178'THE INTERSECTION OF THE BLVD AND RALEIGH AVENUE, 33 1/2 FEET EA0178'WEST OF THE CENTER LINE OF THE BLVD, 25 FEET SOUTH OF THE CENTER EA0178'LINE OF THE AVENUE, 15.7 FEET NORTHEAST OF THE NORTHEAST CORNER EA0178'OF A CONCRETE BLOCK BUILDING NAMED BLUE WATER INN, 1.6 FEET EA0178'SOUTHEAST OF A STREET MARKER SIGN, ABOUT 610 FEET NORTH OF THE EA0178'TRIPLE ESS FISHING PIER, 101 FEET NORTHWEST OF AND ACROSS THE EA0178'BLVD FROM TIDAL MARK 5, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE EA0178'BLVD, A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING EA0178'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 3 EA0178'INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND. EA0178'THE ROD WAS DRIVEN TO A DEPTH OF 116 FEET TO REFUSAL. TIDAL EA0178'STATION 40A, ATLANTIC BEACH, NORTH CAROLINA. EA0178 EA0178 STATION RECOVERY (1989) EA0178 EA0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0178'MARK NOT FOUND. EA0178 EA0178 STATION RECOVERY (2003) EA0178 EA0178'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0178'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0250 *********************************************************************** EA0250 DESIGNATION - SMYRNA USE EA0250 PID - EA0250 EA0250 STATE/COUNTY- NC/CARTERET EA0250 USGS QUAD - WILLISTON (1983) EA0250 EA0250 *CURRENT SURVEY CONTROL EA0250 ___________________________________________________________________ EA0250* NAD 83(1986)- 34 45 36. (N) 076 31 38. (W) SCALED EA0250* NAVD 88 - 1.667 (meters) 5.47 (feet) POSTED EA0250 ___________________________________________________________________ EA0250 GEOID HEIGHT- -37.62 (meters) GEOID99 EA0250 DYNAMIC HT - 1.670 (meters) 5.48 (feet) COMP EA0250 MODELED GRAV- 979,719.9 (mgal) NAVD 88 EA0250 EA0250 VERT ORDER - * POSTED, Code C , SEE BELOW EA0250 EA0250.The horizontal coordinates were scaled from a topographic map and have EA0250.an estimated accuracy of +/- 6 seconds. EA0250 EA0250.The orthometric height was determined by differential leveling EA0250.and adjusted by the National Geodetic Survey in 1992. EA0250.* This is a POSTED BENCH MARK height. Code C indicates a distribution EA0250.rate of 2.1 thru 3.0 mm/km. EA0250 EA0250.The geoid height was determined by GEOID99. EA0250 EA0250.The dynamic height is computed by dividing the NAVD 88 EA0250.geopotential number by the normal gravity value computed on the EA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0250.degrees latitude (g = 980.6199 gals.). EA0250 EA0250.The modeled gravity was interpolated from observed gravity values. EA0250 EA0250; North East Units Estimated Accuracy EA0250;SPC NC - 114,860. 835,950. MT (+/- 180 meters Scaled) EA0250 EA0250 SUPERSEDED SURVEY CONTROL EA0250 EA0250 NGVD 29 - 1.968 (m) 6.46 (f) ADJ UNCH 3 0 EA0250 EA0250.Superseded values are not recommended for survey control. EA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0250.See file dsdata.txt to determine how the superseded data were derived. EA0250 EA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD602474(NAD 83) EA0250_MARKER: DB = BENCH MARK DISK EA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0250_STAMPING: SMYRNA 1935 EA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0250+STABILITY: SURFACE MOTION EA0250 EA0250 HISTORY - Date Condition Report By EA0250 HISTORY - 1935 MONUMENTED DOD EA0250 HISTORY - 1947 GOOD NGS EA0250 HISTORY - 1962 MARK NOT FOUND NGS EA0250 HISTORY - 1982 MARK NOT FOUND NCGS EA0250 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0250 EA0250 STATION DESCRIPTION EA0250 EA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 EA0250'12 MI E FROM BEAUFORT. EA0250'AT SMYRNA, 12 MILES EAST OF BEAUFORT ON HIGHWAY NO. 70. 100 FEET EA0250'NORTHEAST OF INTERSECTION OF HIGHWAY NO. 70 AND ROAD TO EA0250'MARSHALLBERG, 39 FEET EAST OF CENTERLINE OF HIGHWAY AND 5-1/2 EA0250'FEET SOUTH OF FENCE AROUND VANCE FULFORDS YARD. EA0250 EA0250 STATION RECOVERY (1962) EA0250 EA0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 EA0250'MARK NOT FOUND. EA0250 EA0250 STATION RECOVERY (1982) EA0250 EA0250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0250'A BRANCH BUILDING HAS BEEN CONSTRUCTED ON THIS CORNER AND ENTIRE AREA EA0250'HAS BEEN GRADED FOR PARKING. EA0250 EA0250 STATION RECOVERY (2003) EA0250 EA0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0250'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5145 *********************************************************************** AE5145 DESIGNATION - SPEAKS AE5145 PID - AE5145 AE5145 STATE/COUNTY- NC/CARTERET AE5145 USGS QUAD - CORE CREEK (1994) AE5145 AE5145 *CURRENT SURVEY CONTROL AE5145 ___________________________________________________________________ AE5145* NAD 83(1986)- 34 45 37.06326(N) 076 43 34.40890(W) ADJUSTED AE5145* NAVD 88 - 2.2 (meters) 7. (feet) VERT ANG AE5145 ___________________________________________________________________ AE5145 LAPLACE CORR- -0.43 (seconds) DEFLEC99 AE5145 GEOID HEIGHT- -37.46 (meters) GEOID99 AE5145 AE5145 HORZ ORDER - SECOND AE5145 AE5145.The North Carolina/South Carolina HARNS have been completed but, AE5145.due to contractual restrictions, coordinates for these stations AE5145.will NOT be published in the near future. In the interim, the AE5145.published coordinates in North and South Carolina will not be AE5145.consistent with the Continuously Operating Reference Stations AE5145.(CORS). The HARN coordinates for these stations are available AE5145.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5145.Lapine(803-896-7700). AE5145. AE5145.In addition, the published North and South Carolina positions AE5145.(NAD 83 (1986)) are NOT consistent with those determined in AE5145.adjacent state readjustments. The discontinuity between stations AE5145.located in North or South Carolina and those in adjacent states AE5145.which have been adjusted to the HARN may be as much as 5 AE5145.decimeters. This will result in a significant loss of accuracy AE5145.over lines crossing such state borders. AE5145 AE5145 AE5145.The horizontal coordinates were established by classical geodetic methods AE5145.and adjusted by the National Geodetic Survey in April 1997. AE5145 AE5145.The orthometric height was determined by vertical angle observations. AE5145 AE5145.The Laplace correction was computed from DEFLEC99 derived deflections. AE5145 AE5145.The geoid height was determined by GEOID99. AE5145 AE5145; North East Units Scale Converg. AE5145;SPC NC - 114,456.768 817,736.386 MT 0.99990914 +1 18 44.5 AE5145;UTM 18 - 3,847,818.411 342,012.724 MT 0.99990764 -0 59 03.8 AE5145 AE5145 SUPERSEDED SURVEY CONTROL AE5145 AE5145.No superseded survey control is available for this station. AE5145 AE5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4201347818(NAD 83) AE5145_MARKER: DE = TRAVERSE STATION DISK AE5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5145_STAMPING: SPEAKS 1984 AE5145_MARK LOGO: NCGS AE5145_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5145+STABILITY: SURFACE MOTION AE5145 AE5145 HISTORY - Date Condition Report By AE5145 HISTORY - 1984 MONUMENTED NCGS AE5145 HISTORY - 20030501 POOR USPSQD AE5145 AE5145 STATION DESCRIPTION AE5145 AE5145'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5145'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTH OF MOREHEAD CITY, AND AE5145'8.0 KM (5.0 MI) NORTHWEST OF BEAUFORT.$PROCEED ALONG SR 1176 FOR 4.0 AE5145'KM (2.5 MI) NORTH FROM US 70 TO SR 1295, THENCE ALONG SR 1295 FOR 0.3 AE5145'KM (0.2 MI) NORTH TO SPEAKS RESIDENCE AND STATION IN NORTHWEST CORNER AE5145'OF YARD.$MARK IS RECESSED 5 CM BELOW GROUND. LOCATED 6.86 M (22.51 AE5145'FT) EAST-SOUTHEAST FROM THE CENTERLINE OF ROAD, 1.28 M (4.20 FT) WEST AE5145'FROM THE NORTH END OF DRIVEWAY CULVERT, 2.68 M (8.79 FT) AE5145'NORTH-NORTHEAST FROM THE CENTERLINE OF CONCRETE DRIVEWAY, 6.58 M AE5145'(21.59 FT) SOUTH-SOUTHWEST FROM A TELEPHONE PEDESTAL (835-4-1), 17.62 AE5145'M (57.81 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK AE5145'DWELLING, AND 6.61 M (21.69 FT) WEST FROM A 12-INCH PINE WITH AE5145'REFERENCE TAG. AE5145 AE5145 STATION RECOVERY (2003) AE5145 AE5145'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) AE5145'LOCATION WRONG 34D 45M 27.8S 076D 43M 54.2S EPE25' GARMIN 48 PECAN AE5145'TREE MISSING HOMEOWNER HELPED LOCATE ERIC BUCK 2108 COUNTRY CLUB DRIVE AE5145'MOREHEAD CITY. SAW MARK DUG UP. AE5145'NOW IN WRONG LOCATION AS LISTED ABOVE 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1519 *********************************************************************** EA1519 DESIGNATION - SPIKE 9 EA1519 PID - EA1519 EA1519 STATE/COUNTY- NC/CARTERET EA1519 USGS QUAD - HARKERS ISLAND (1983) EA1519 EA1519 *CURRENT SURVEY CONTROL EA1519 ___________________________________________________________________ EA1519* NAD 83(1986)- 34 43 44. (N) 076 34 18. (W) SCALED EA1519* NAVD 88 - 2.035 (meters) 6.68 (feet) ADJUSTED EA1519 ___________________________________________________________________ EA1519 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1519 DYNAMIC HT - 2.033 (meters) 6.67 (feet) COMP EA1519 MODELED GRAV- 979,720.0 (mgal) NAVD 88 EA1519 EA1519 VERT ORDER - SECOND CLASS II EA1519 EA1519.The horizontal coordinates were scaled from a topographic map and have EA1519.an estimated accuracy of +/- 6 seconds. EA1519 EA1519.The orthometric height was determined by differential leveling EA1519.and adjusted by the National Geodetic Survey in June 1991. EA1519 EA1519.The geoid height was determined by GEOID99. EA1519 EA1519.The dynamic height is computed by dividing the NAVD 88 EA1519.geopotential number by the normal gravity value computed on the EA1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1519.degrees latitude (g = 980.6199 gals.). EA1519 EA1519.The modeled gravity was interpolated from observed gravity values. EA1519 EA1519; North East Units Estimated Accuracy EA1519;SPC NC - 111,310. 831,970. MT (+/- 180 meters Scaled) EA1519 EA1519 SUPERSEDED SURVEY CONTROL EA1519 EA1519.No superseded survey control is available for this station. EA1519 EA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD561441(NAD 83) EA1519_MARKER: S = SPIKE EA1519_SETTING: 31 = PAVEMENT EA1519_MARK LOGO: NONE EA1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1519 EA1519 HISTORY - Date Condition Report By EA1519 HISTORY - UNK MONUMENTED RBNF EA1519 HISTORY - 1982 GOOD NCGS EA1519 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1519 EA1519 STATION DESCRIPTION EA1519 EA1519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1519'2.5 MI NNW FROM HARKERS ISLAND. EA1519'FROM NORTHERNMOST BRIDGE OVER THE STRAITS PROCEED NORTH ALONG SR 1335 EA1519'TO JUNCTION WITH SR 1333 AND SR 1340, ON LEFT IN CENTERLINE SR 1333. EA1519 EA1519 STATION RECOVERY (2003) EA1519 EA1519'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1519'EXACT LOCATION PER GPS DOP 1.4 18FT NEW PAVING 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0262 *********************************************************************** EA0262 DESIGNATION - T 163 EA0262 PID - EA0262 EA0262 STATE/COUNTY- NC/CARTERET EA0262 USGS QUAD - HARKERS ISLAND (1983) EA0262 EA0262 *CURRENT SURVEY CONTROL EA0262 ___________________________________________________________________ EA0262* NAD 83(1986)- 34 43 08. (N) 076 31 11. (W) SCALED EA0262* NAVD 88 - 0.821 (meters) 2.69 (feet) ADJUSTED EA0262 ___________________________________________________________________ EA0262 GEOID HEIGHT- -37.62 (meters) GEOID99 EA0262 DYNAMIC HT - 0.821 (meters) 2.69 (feet) COMP EA0262 MODELED GRAV- 979,718.6 (mgal) NAVD 88 EA0262 EA0262 VERT ORDER - SECOND CLASS 0 EA0262 EA0262.The horizontal coordinates were scaled from a topographic map and have EA0262.an estimated accuracy of +/- 6 seconds. EA0262 EA0262.The orthometric height was determined by differential leveling EA0262.and adjusted by the National Geodetic Survey in June 1991. EA0262 EA0262.The geoid height was determined by GEOID99. EA0262 EA0262.The dynamic height is computed by dividing the NAVD 88 EA0262.geopotential number by the normal gravity value computed on the EA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0262.degrees latitude (g = 980.6199 gals.). EA0262 EA0262.The modeled gravity was interpolated from observed gravity values. EA0262 EA0262; North East Units Estimated Accuracy EA0262;SPC NC - 110,320. 836,750. MT (+/- 180 meters Scaled) EA0262 EA0262 SUPERSEDED SURVEY CONTROL EA0262 EA0262 NGVD 29 - 1.120 (m) 3.67 (f) ADJ UNCH 2 0 EA0262 EA0262.Superseded values are not recommended for survey control. EA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0262.See file dsdata.txt to determine how the superseded data were derived. EA0262 EA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD608429(NAD 83) EA0262_MARKER: DB = BENCH MARK DISK EA0262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0262_STAMPING: T 163 1963 EA0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0262 EA0262 HISTORY - Date Condition Report By EA0262 HISTORY - 1963 MONUMENTED CGS EA0262 HISTORY - 1982 MARK NOT FOUND NCGS EA0262 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0262 EA0262 STATION DESCRIPTION EA0262 EA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0262'0.7 MI S FROM MARSHALLBERG. EA0262'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE EA0262'MARSHALLBERG MISSIONARY BAPTIST CHURCH AT MARSHALLBERG, 78 FEET EA0262'NORTHEAST OF THE NORTHEAST CORNER OF A FISHING PIER, 17 FEET EA0262'EAST OF THE CENTER LINE OF THE ROAD, 24.8 FEET WEST OF THE WEST EA0262'CORNER OF A GREEN SHINGLE TWO-STORY HOUSE, 2 1/2 FEET NORTH OF THE EA0262'FIRST POWER LINE POLE NORTH OF THE WATER LINE OF CORE SOUND, 488 EA0262'FEET SOUTH OF TIDAL MARK NO. 2, 1.6 FEET NORTHWEST OF A WOODEN EA0262'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A EA0262'COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE EA0262'GROUND AND PROTECTED BY A 3 INCH TILE WHICH PROJECTS 1 INCH ABOVE EA0262'THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET EA0262'TO REFUSAL. TIDAL STATION NO. 37, MARSHALLBERG, CORE SOUND, EA0262'NORTH CAROLINA. EA0262 EA0262 STATION RECOVERY (1982) EA0262 EA0262'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0262'AREA IS COVERED WITH SHELLS AND DEBRIS, REFERENCES NO LONGER EXIST. EA0262 EA0262 STATION RECOVERY (2003) EA0262 EA0262'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0262'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0260 *********************************************************************** EA0260 DESIGNATION - TIDAL 2 STA 37 EA0260 PID - EA0260 EA0260 STATE/COUNTY- NC/CARTERET EA0260 USGS QUAD - HARKERS ISLAND (1983) EA0260 EA0260 *CURRENT SURVEY CONTROL EA0260 ___________________________________________________________________ EA0260* NAD 83(1986)- 34 43 13. (N) 076 31 09. (W) SCALED EA0260* NAVD 88 - 1.798 (meters) 5.90 (feet) ADJUSTED EA0260 ___________________________________________________________________ EA0260 GEOID HEIGHT- -37.62 (meters) GEOID99 EA0260 DYNAMIC HT - 1.796 (meters) 5.89 (feet) COMP EA0260 MODELED GRAV- 979,718.6 (mgal) NAVD 88 EA0260 EA0260 VERT ORDER - SECOND CLASS 0 EA0260 EA0260.The horizontal coordinates were scaled from a topographic map and have EA0260.an estimated accuracy of +/- 6 seconds. EA0260 EA0260.The orthometric height was determined by differential leveling EA0260.and adjusted by the National Geodetic Survey in June 1991. EA0260 EA0260.The geoid height was determined by GEOID99. EA0260 EA0260.The dynamic height is computed by dividing the NAVD 88 EA0260.geopotential number by the normal gravity value computed on the EA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0260.degrees latitude (g = 980.6199 gals.). EA0260 EA0260.The modeled gravity was interpolated from observed gravity values. EA0260 EA0260; North East Units Estimated Accuracy EA0260;SPC NC - 110,470. 836,800. MT (+/- 180 meters Scaled) EA0260 EA0260 SUPERSEDED SURVEY CONTROL EA0260 EA0260 NGVD 29 - 2.096 (m) 6.88 (f) ADJ UNCH 2 0 EA0260 EA0260.Superseded values are not recommended for survey control. EA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0260.See file dsdata.txt to determine how the superseded data were derived. EA0260 EA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD608430(NAD 83) EA0260_MARKER: Z = SEE DESCRIPTION EA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0260+STABILITY: SURFACE MOTION EA0260 EA0260 HISTORY - Date Condition Report By EA0260 HISTORY - 1913 MONUMENTED CGS EA0260 HISTORY - 1963 SEE DESCRIPTION NGS EA0260 HISTORY - 1982 MARK NOT FOUND NCGS EA0260 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0260 EA0260 STATION DESCRIPTION EA0260 EA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0260'0.6 MI S FROM MARSHALLBERG. EA0260'ABOUT 0.65 MILE SOUTH ALONG COUNTY ROAD NO. 1347 FROM THE EA0260'MARSHALLBERG MISSIONARY BAPTIST CHURCH AT MARSHALLBERG, ABOUT EA0260'488 FEET NORTH OF THE NORTH END OF A WOODEN PIER AT THE END OF EA0260'THE ROAD, NEAR THE SOUTHWEST CORNER OF A YARD, DIRECTLY UNDER A EA0260'SHRUBERRY, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 42 FEET EA0260'SOUTHWEST OF THE SOUTHWEST CORNER OF PORCH OF A LARGE WHITE EA0260'TWO-STORY FRAME HOUSE, 28 1/2 FEET NORTH OF A POWER LINE POLE, A EA0260'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND EA0260'AND MARKED C AND GS 1913 AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF EA0260'THE ROAD. TIDAL STATION NO. 37, MARSHALLBERG, CORE SOUND, EA0260'NORTH CAROLINA. EA0260 EA0260 STATION RECOVERY (1982) EA0260 EA0260'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0260'HOLE WAS FOUND WHERE REFERENCES FALL. NOTE--NORTH CAROLINA TIDAL EA0260'STATION 37 HAS BEEN DROPPED FROM THE TIDAL PUBLICATION LIST. EA0260 EA0260 STATION RECOVERY (2003) EA0260 EA0260'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0260'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AE5132 *********************************************************************** AE5132 DESIGNATION - TILE AE5132 PID - AE5132 AE5132 STATE/COUNTY- NC/CARTERET AE5132 USGS QUAD - MANSFIELD (1994) AE5132 AE5132 *CURRENT SURVEY CONTROL AE5132 ___________________________________________________________________ AE5132* NAD 83(1986)- 34 44 08.16559(N) 076 47 25.11938(W) ADJUSTED AE5132* NAVD 88 - 5.8 (meters) 19. (feet) VERT ANG AE5132 ___________________________________________________________________ AE5132 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AE5132 GEOID HEIGHT- -37.44 (meters) GEOID99 AE5132 AE5132 HORZ ORDER - SECOND AE5132 AE5132.The North Carolina/South Carolina HARNS have been completed but, AE5132.due to contractual restrictions, coordinates for these stations AE5132.will NOT be published in the near future. In the interim, the AE5132.published coordinates in North and South Carolina will not be AE5132.consistent with the Continuously Operating Reference Stations AE5132.(CORS). The HARN coordinates for these stations are available AE5132.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5132.Lapine(803-896-7700). AE5132. AE5132.In addition, the published North and South Carolina positions AE5132.(NAD 83 (1986)) are NOT consistent with those determined in AE5132.adjacent state readjustments. The discontinuity between stations AE5132.located in North or South Carolina and those in adjacent states AE5132.which have been adjusted to the HARN may be as much as 5 AE5132.decimeters. This will result in a significant loss of accuracy AE5132.over lines crossing such state borders. AE5132 AE5132 AE5132.The horizontal coordinates were established by classical geodetic methods AE5132.and adjusted by the National Geodetic Survey in April 1997. AE5132 AE5132.The orthometric height was determined by vertical angle observations. AE5132 AE5132.The Laplace correction was computed from DEFLEC99 derived deflections. AE5132 AE5132.The geoid height was determined by GEOID99. AE5132 AE5132; North East Units Scale Converg. AE5132;SPC NC - 111,585.787 811,932.057 MT 0.99991290 +1 16 31.3 AE5132;UTM 18 - 3,845,182.269 336,097.977 MT 0.99993111 -1 01 13.2 AE5132 AE5132 SUPERSEDED SURVEY CONTROL AE5132 AE5132.No superseded survey control is available for this station. AE5132 AE5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3609845182(NAD 83) AE5132_MARKER: DH = HORIZONTAL CONTROL DISK AE5132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5132_STAMPING: TILE 1984 AE5132_MARK LOGO: NCGS AE5132_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5132+STABILITY: SURFACE MOTION AE5132 AE5132 HISTORY - Date Condition Report By AE5132 HISTORY - 1984 MONUMENTED NCGS AE5132 HISTORY - 20030426 MARK NOT FOUND USPSQD AE5132 AE5132 STATION DESCRIPTION AE5132 AE5132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) AE5132'STATION IS LOCATED ABOUT 5.31 KM (3.30 MI) WEST-NORTHWEST OF MOREHEAD AE5132'CITY AND 8.69 KM (5.40 MI) SOUTHEAST OF NEWPORT.$ALONG SR 1177 AE5132'(COUNTRY CLUB BOULEVARD) FOR 0.16 KM (0.10 MI) EAST FROM THE JUNCTION AE5132'WITH US 24, JUST WEST OF THE RAILROAD CROSSING.$MARK IS RECESSED 3 AE5132'INCHES BELOW GROUND. LOCATED 4.3 M (14.1 FT) NORTH OF THE CENTERLINE AE5132'OF THE ROAD, 67.1 M (220.1 FT) WEST OF THE INTERSECTION OF THE AE5132'CENTERLINE OF THE ROAD AND THE RAILROAD TRACKS, 8.1 M (26.6 FT) AE5132'SOUTH-SOUTHWEST OF A 24-INCH PINE WITH A REFERENCE TAG, AND 14.9 M AE5132'(48.9 FT) EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER. AE5132 AE5132 STATION RECOVERY (2003) AE5132 AE5132'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED) AE5132'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1775 *********************************************************************** EA1775 DESIGNATION - TREE 1913 EA1775 PID - EA1775 EA1775 STATE/COUNTY- NC/CARTERET EA1775 USGS QUAD - HARKERS ISLAND (1983) EA1775 EA1775 *CURRENT SURVEY CONTROL EA1775 ___________________________________________________________________ EA1775* NAD 83(1986)- 34 42 47.54868(N) 076 34 28.64438(W) ADJUSTED EA1775* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1775 ___________________________________________________________________ EA1775 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EA1775 GEOID HEIGHT- -37.55 (meters) GEOID99 EA1775 EA1775 HORZ ORDER - THIRD EA1775 EA1775.The North Carolina/South Carolina HARNS have been completed but, EA1775.due to contractual restrictions, coordinates for these stations EA1775.will NOT be published in the near future. In the interim, the EA1775.published coordinates in North and South Carolina will not be EA1775.consistent with the Continuously Operating Reference Stations EA1775.(CORS). The HARN coordinates for these stations are available EA1775.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1775.Lapine(803-896-7700). EA1775. EA1775.In addition, the published North and South Carolina positions EA1775.(NAD 83 (1986)) are NOT consistent with those determined in EA1775.adjacent state readjustments. The discontinuity between stations EA1775.located in North or South Carolina and those in adjacent states EA1775.which have been adjusted to the HARN may be as much as 5 EA1775.decimeters. This will result in a significant loss of accuracy EA1775.over lines crossing such state borders. EA1775 EA1775 EA1775.The horizontal coordinates were established by classical geodetic methods EA1775.and adjusted by the National Geodetic Survey in July 1986. EA1775 EA1775.The orthometric height was scaled from a topographic map. EA1775 EA1775.The Laplace correction was computed from DEFLEC99 derived deflections. EA1775 EA1775.The geoid height was determined by GEOID99. EA1775 EA1775; North East Units Scale Converg. EA1775;SPC NC - 109,563.558 831,738.476 MT 0.99991647 +1 23 59.5 EA1775;UTM 18 - 3,842,368.174 355,807.043 MT 0.99985627 -0 53 48.7 EA1775 EA1775: Primary Azimuth Mark Grid Az EA1775:SPC NC - PIG 1913 330 52 58.3 EA1775:UTM 18 - PIG 1913 333 10 46.5 EA1775 EA1775|---------------------------------------------------------------------| EA1775| PID Reference Object Distance Geod. Az | EA1775| dddmmss.s | EA1775| EA1761 NORTH RIVER POST LIGHT APPROX. 1.3 KM 2842341.2 | EA1775| EA1762 PIG 1913 APPROX. 1.7 KM 3321657.8 | EA1775| EA1776 UN UNLIGHTED BEACON 454.475 METERS 3361305.8 | EA1775|---------------------------------------------------------------------| EA1775 EA1775 SUPERSEDED SURVEY CONTROL EA1775 EA1775 NAD 27 - 34 42 46.96504(N) 076 34 29.91682(W) AD( ) 3 EA1775 EA1775.Superseded values are not recommended for survey control. EA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1775.See file dsdata.txt to determine how the superseded data were derived. EA1775 EA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5580742368(NAD 83) EA1775_MARKER: U = CONCRETE POST EA1775_SETTING: 0 = UNSPECIFIED SETTING EA1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1775 EA1775 HISTORY - Date Condition Report By EA1775 HISTORY - 1913 MONUMENTED CGS EA1775 HISTORY - 1927 GOOD CGS EA1775 HISTORY - 1947 SEE DESCRIPTION CGS EA1775 HISTORY - 1964 SEE DESCRIPTION CGS EA1775 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1775 EA1775 STATION DESCRIPTION EA1775 EA1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1775'ON THE S SIDE NEAR THE W END OF THE STRAITS BETWEEN CORE SOUND EA1775'AND NORTH RIVER ON THE N SHORE OF HARKERS ISLAND, ABOUT 3/4 MILE EA1775'E OF THE NW POINT OF THE ISLAND, ABOUT 275 YARDS E OF A SMALL EA1775'INLET, ON THE MOST NORTHERN PART OF A SLIGHTLY ROUNDING EA1775'PROJECTION ON A GRASS-COVERED SAND RIDGE AT THE OUTER EDGE OF A EA1775'SMALL SWAMP. THE STATION AND UNDERGROUND MARKS ARE CONCRETE EA1775'MONUMENTS. THE WITNESS MARKS ARE THREE TREES BLAZED AND MARKED EA1775'WITH NAILS. WITNESS MARK NO.1 IS A SQUARE OF NAILS IN A BLAZE EA1775'ON A 10-INCH PINE TREE, 29.90 METERS (98.1 FEET) FROM THE EA1775'STATION S 76 DEG 44 MIN W. WITNESS MARK NO.2 IS A EA1775'TRIANGLE OF NAILS IN A BLAZE ON A 10-INCH PINE, 16.50 EA1775'METERS (54.1 FEET) FROM THE STATION S 33 DEG 44 EA1775'MIN W. WITNESS MARK NO.3 IS A TRIANGLE OF NAILS IN A BLAZE ON A EA1775'10-INCH PINE, 11.65 METERS (38.2 FEET) FROM THE STATION EA1775'S 09 DEG 00 MIN E. EA1775 EA1775 STATION RECOVERY (1927) EA1775 EA1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1775'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. NO WITNESS EA1775'MARKS WERE FOUND. EA1775' EA1775'THE UNDERGROUND MARKS WAS NOT INVESTIGATED. EA1775' EA1775'NO NEW REFERENCE OR WITNESS MARKS WERE ESTABLISHED. EA1775' EA1775'ORIGINAL DESCRIPTION IS ADEQUATE WITH RESPECT TO LOCALITY. EA1775 EA1775 STATION RECOVERY (1947) EA1775 EA1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1775'UNABLE TO FIND. SEARCH DISCONTINUED AFTER FINDING PIECES OF EA1775'CONCRETE THAT IN ALL PROBABILITY WERE PARTS OF STATION. LOCAL EA1775'INFORMATION CONFIRMS ABOVE. RECOMMEND STATION BE CONSIDERED EA1775'DESTROYED. EA1775 EA1775 STATION RECOVERY (1964) EA1775 EA1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1775'LOST. A SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION OF EA1775'THE STATION, BUT NOTHING WAS FOUND. ACCORDING TO A LOCAL EA1775'INHABITANT, THE SHORELINE HAS RECEDED A GREAT DEAL IN THE LAST EA1775'FEW YEARS AND THE STATION MAY BE UNDER WATER. EA1775' EA1775'IN 1947 R.J.S SEARCHED THE SAME AREA, FOUND PIECES OF CONCRETE EA1775'WHICH HE THOUGHT WAS THE MONUMENT, AND RECOMMENDED THAT THE EA1775'STATION BE CLASSIFIED AS DESTROYED. EA1775 EA1775 STATION RECOVERY (2003) EA1775 EA1775'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1775'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA0266 *********************************************************************** EA0266 DESIGNATION - U 163 EA0266 PID - EA0266 EA0266 STATE/COUNTY- NC/CARTERET EA0266 USGS QUAD - HARKERS ISLAND (1983) EA0266 EA0266 *CURRENT SURVEY CONTROL EA0266 ___________________________________________________________________ EA0266* NAD 83(1986)- 34 43 21. (N) 076 34 30. (W) SCALED EA0266* NAVD 88 - 1.691 (meters) 5.55 (feet) ADJUSTED EA0266 ___________________________________________________________________ EA0266 GEOID HEIGHT- -37.55 (meters) GEOID99 EA0266 DYNAMIC HT - 1.689 (meters) 5.54 (feet) COMP EA0266 MODELED GRAV- 979,719.8 (mgal) NAVD 88 EA0266 EA0266 VERT ORDER - SECOND CLASS 0 EA0266 EA0266.The horizontal coordinates were scaled from a topographic map and have EA0266.an estimated accuracy of +/- 6 seconds. EA0266 EA0266.The orthometric height was determined by differential leveling EA0266.and adjusted by the National Geodetic Survey in June 1991. EA0266 EA0266.The geoid height was determined by GEOID99. EA0266 EA0266.The dynamic height is computed by dividing the NAVD 88 EA0266.geopotential number by the normal gravity value computed on the EA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0266.degrees latitude (g = 980.6199 gals.). EA0266 EA0266.The modeled gravity was interpolated from observed gravity values. EA0266 EA0266; North East Units Estimated Accuracy EA0266;SPC NC - 110,590. 831,680. MT (+/- 180 meters Scaled) EA0266 EA0266 SUPERSEDED SURVEY CONTROL EA0266 EA0266 NGVD 29 - 1.987 (m) 6.52 (f) ADJ UNCH 2 0 EA0266 EA0266.Superseded values are not recommended for survey control. EA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0266.See file dsdata.txt to determine how the superseded data were derived. EA0266 EA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD557433(NAD 83) EA0266_MARKER: DB = BENCH MARK DISK EA0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0266_STAMPING: U 163 1963 EA0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0266 EA0266 HISTORY - Date Condition Report By EA0266 HISTORY - 1963 MONUMENTED CGS EA0266 HISTORY - 1982 MARK NOT FOUND NCGS EA0266 HISTORY - 20030501 MARK NOT FOUND USPSQD EA0266 EA0266 STATION DESCRIPTION EA0266 EA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0266'3.4 MI NW FROM HARKERS ISLAND. EA0266'ABOUT 3.35 MILES NORTHWEST ALONG COUNTY ROAD NO. 1335 FROM THE EA0266'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, 153.5 FEET NORTHEAST OF EA0266'THE NORTH CORNER OF THE LONG BRIDGE OVER THE STRAITS, 32 FEET EA0266'NORTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTH OF THE EA0266'SOUTH CORNER OF A LONE HOUSE, 3 FEET NORTH OF THE EAST CORNER OF EA0266'A FENCE AROUND A LUMBER STORAGE PLANT, 1.3 FEET NORTHEAST OF A EA0266'FENCE LINE, 1.8 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT EA0266'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A COPPER COATED STEEL ROD EA0266'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY EA0266'A 3 INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE EA0266'GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 50.5 FEET TO REFUSAL. EA0266'NOTE-- MARK MAY BE REACH FROM THE SMYRNA HIGH SCHOOL AT SMYRNA BY EA0266'GOING 0.8 MILE SOUTH ALONG COUNTY ROAD NO. 1347, THENCE 3.75 EA0266'MILES SOUTHWEST ALONG BLACK TOP ROAD TO NORTH END OF LARGE BRIDGE EA0266'OVER THE STRAITS AND MARK ON RIGHT. EA0266 EA0266 STATION RECOVERY (1982) EA0266 EA0266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0266'MARK APPARENTLY DESTOYED WHEN LONG BRIDGE OVER THE STRAITS WAS EA0266'REPLACED BY TWO BRIDGES. EA0266 EA0266 STATION RECOVERY (2003) EA0266 EA0266'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA0266'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 EA1778 *********************************************************************** EA1778 DESIGNATION - WEST 1913 EA1778 PID - EA1778 EA1778 STATE/COUNTY- NC/CARTERET EA1778 USGS QUAD - HARKERS ISLAND (1983) EA1778 EA1778 *CURRENT SURVEY CONTROL EA1778 ___________________________________________________________________ EA1778* NAD 83(1986)- 34 43 21.98213(N) 076 33 45.29056(W) ADJUSTED EA1778* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1778 ___________________________________________________________________ EA1778 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EA1778 GEOID HEIGHT- -37.56 (meters) GEOID99 EA1778 EA1778 HORZ ORDER - THIRD EA1778 EA1778.The North Carolina/South Carolina HARNS have been completed but, EA1778.due to contractual restrictions, coordinates for these stations EA1778.will NOT be published in the near future. In the interim, the EA1778.published coordinates in North and South Carolina will not be EA1778.consistent with the Continuously Operating Reference Stations EA1778.(CORS). The HARN coordinates for these stations are available EA1778.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1778.Lapine(803-896-7700). EA1778. EA1778.In addition, the published North and South Carolina positions EA1778.(NAD 83 (1986)) are NOT consistent with those determined in EA1778.adjacent state readjustments. The discontinuity between stations EA1778.located in North or South Carolina and those in adjacent states EA1778.which have been adjusted to the HARN may be as much as 5 EA1778.decimeters. This will result in a significant loss of accuracy EA1778.over lines crossing such state borders. EA1778 EA1778 EA1778.The horizontal coordinates were established by classical geodetic methods EA1778.and adjusted by the National Geodetic Survey in July 1986. EA1778 EA1778.The orthometric height was scaled from a topographic map. EA1778 EA1778.The Laplace correction was computed from DEFLEC99 derived deflections. EA1778 EA1778.The geoid height was determined by GEOID99. EA1778 EA1778; North East Units Scale Converg. EA1778;SPC NC - 110,651.244 832,815.185 MT 0.99991492 +1 24 24.5 EA1778;UTM 18 - 3,843,411.771 356,926.409 MT 0.99985230 -0 53 24.7 EA1778 EA1778: Primary Azimuth Mark Grid Az EA1778:SPC NC - POINT 1913 099 28 01.6 EA1778:UTM 18 - POINT 1913 101 45 50.8 EA1778 EA1778|---------------------------------------------------------------------| EA1778| PID Reference Object Distance Geod. Az | EA1778| dddmmss.s | EA1778| EA1780 WICK APPROX. 0.9 KM 0675451.0 | EA1778| EA1739 HARKERS ISLAND LIGHT APPROX. 3.3 KM 0972143.9 | EA1778| EA1763 POINT 1913 APPROX. 2.0 KM 1005226.1 | EA1778| EA1724 CRAB POINT LIGHT APPROX. 1.9 KM 1134614.7 | EA1778| EA1779 WESTMOUTH BAY LIGHT APPROX. 1.1 KM 1221017.3 | EA1778| EA1759 NEAR 1913 APPROX. 0.5 KM 2641400.1 | EA1778|---------------------------------------------------------------------| EA1778 EA1778 SUPERSEDED SURVEY CONTROL EA1778 EA1778 NAD 27 - 34 43 21.39956(N) 076 33 46.56353(W) AD( ) 3 EA1778 EA1778.Superseded values are not recommended for survey control. EA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1778.See file dsdata.txt to determine how the superseded data were derived. EA1778 EA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5692643412(NAD 83) EA1778_MARKER: U = CONCRETE POST EA1778_SETTING: 0 = UNSPECIFIED SETTING EA1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1778 EA1778 HISTORY - Date Condition Report By EA1778 HISTORY - 1913 MONUMENTED CGS EA1778 HISTORY - 1927 GOOD CGS EA1778 HISTORY - 1947 MARK NOT FOUND CGS EA1778 HISTORY - 20030501 MARK NOT FOUND USPSQD EA1778 EA1778 STATION DESCRIPTION EA1778 EA1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1778'ON THE N SIDE, NEAR THE W END OF THE STRAITS, BETWEEN CORE SOUND EA1778'AND NORTH RIVER ABOUT 650 YARDS FROM CHADWICK CREEK, ON A EA1778'SPARSELY WOODED POINT, THE SECOND FROM THE POINT AT THE W SIDE EA1778'OF THE MOUTH OF THE CREEK, 5 YARDS FROM HIGH-WATER MARK. THE EA1778'STATION AND UNDERGROUND MARKS ARE CONCRETE MONUMENTS. EA1778' EA1778'THE WITNESS MARKS ARE NAILS ON BLAZED PINE TREES. EA1778'DISTANCES AND BEARINGS FROM THE STATION ARE AS EA1778'FOLLOWS--TO WITNESS MARK NO.1, 3.94 METERS (12.9 FEET), N 21 DEG EA1778'01 MIN W. TO WITNESS MARK NO.2, 11.90 METERS (39.0 FEET), N 23 DEG EA1778'59 MIN E. TO WITNESS MARK NO.3, 8.57 METERS (28.1 FEET), S 46 DEG EA1778'59 MIN W. EA1778' EA1778'DISTANCES AND MAGNETIC BEARINGS FROM THE STATION TO OTHER EA1778'POINTS ARE AS FOLLOWS--TO THE SE CORNER OF THE CLUBHOUSE NEARBY, EA1778'85.40 METERS (280.2 FEET) N 60 DEG W. TO THE SHORE END OF A EA1778'SMALL WHARF, 90.81 METERS (298.0 FEET), N 80 DEG W. EA1778 EA1778 STATION RECOVERY (1927) EA1778 EA1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1778'STATION MARK WAS RECOVERED IN GOOD CONDITION. ALL THE WITNESS EA1778'MARKS, EXCEPT WITNESS MARK NO.3, WERE FOUND. EA1778' EA1778'THE UNDERGROUND MARK WAS NOT INVESTIGATED. EA1778' EA1778'WITNESS MARK NO.3 WAS NOT REPLACED BY AN ADDITIONAL MARK. THE EA1778'ORIGINAL DESCRIPTION APPEARS TO HAVE BEEN ADEQUATE. EA1778 EA1778 STATION RECOVERY (1947) EA1778 EA1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1778'UNABLE TO FIND. SEARCH DISCONTINUED AFTER 1 HOUR. CLUBHOUSE EA1778'MENTIONED IN DESCRIPTION NOW IS A PRIVATE HOUSE. NO OTHER EA1778'WITNESS MARKS FOUND. EA1778 EA1778 STATION RECOVERY (2003) EA1778 EA1778'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ) EA1778'MARK NOT FOUND.