1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0094 *********************************************************************** EA0094 DESIGNATION - 11 USE EA0094 PID - EA0094 EA0094 STATE/COUNTY- NC/CARTERET EA0094 USGS QUAD - ATLANTIC (1949) EA0094 EA0094 *CURRENT SURVEY CONTROL EA0094 ___________________________________________________________________ EA0094* NAD 83(1986)- 34 54 02. (N) 076 21 56. (W) SCALED EA0094* NAVD 88 - 3.550 (meters) 11.65 (feet) POSTED EA0094 ___________________________________________________________________ EA0094 GEOID HEIGHT- -37.74 (meters) GEOID99 EA0094 DYNAMIC HT - 3.550 (meters) 11.65 (feet) COMP EA0094 MODELED GRAV- 979,727.6 (mgal) NAVD 88 EA0094 EA0094 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0094 EA0094.The horizontal coordinates were scaled from a topographic map and have EA0094.an estimated accuracy of +/- 6 seconds. EA0094 EA0094.The orthometric height was determined by differential leveling EA0094.and adjusted by the National Geodetic Survey in 1992. EA0094.No vertical observational check was made to the station. EA0094.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0094.was located on a no-check spur therefore a value was not computed. EA0094 EA0094.The geoid height was determined by GEOID99. EA0094 EA0094.The dynamic height is computed by dividing the NAVD 88 EA0094.geopotential number by the normal gravity value computed on the EA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0094.degrees latitude (g = 980.6199 gals.). EA0094 EA0094.The modeled gravity was interpolated from observed gravity values. EA0094 EA0094; North East Units Estimated Accuracy EA0094;SPC NC - 130,830. 850,330. MT (+/- 180 meters Scaled) EA0094 EA0094 SUPERSEDED SURVEY CONTROL EA0094 EA0094 NGVD 29 - 3.85 (m) 12.6 (f) COMPUTED 3 0 EA0094 EA0094.Superseded values are not recommended for survey control. EA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0094.See file dsdata.txt to determine how the superseded data were derived. EA0094 EA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD752628(NAD 83) EA0094_MARKER: DD = SURVEY DISK EA0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0094_STAMPING: CE MON 11 30TH ENGRS NC 43 TRAV STA EA0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0094+STABILITY: SURFACE MOTION EA0094 EA0094 HISTORY - Date Condition Report By EA0094 HISTORY - UNK MONUMENTED DOD EA0094 HISTORY - 1947 GOOD NGS EA0094 HISTORY - 1982 MARK NOT FOUND NCGS EA0094 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0094 EA0094 STATION DESCRIPTION EA0094 EA0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 EA0094'2.8 MI NW FROM ATLANTIC. EA0094'TO REACH FROM ATLANTIC, TRAVEL NW 2.8 MI VIA CEDAR ISLAND ROAD EA0094'TO MARK B.M. IS 18.4 FT SOUTH OF THE CENTERLINE OF CEDAR ISLAND EA0094'ROAD, 45.0 FT NORTH OF POWER POLE, 1.0 FOOT NORTH OF WHITE EA0094'REFERENCE POST. NOTE-- PREVIOUSLY DESIGNATED CE MON 11 30TH ENGRS EA0094'NC 43. EA0094 EA0094 STATION RECOVERY (1982) EA0094 EA0094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0094'ROAD HAS BEEN RE-ALIGNED IN THIS VICINITY. EA0094 EA0094 STATION RECOVERY (2003) EA0094 EA0094'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0094'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2205 *********************************************************************** EA2205 DESIGNATION - 20 USE 1933 EA2205 PID - EA2205 EA2205 STATE/COUNTY- NC/CARTERET EA2205 USGS QUAD - SWANSBORO (1994) EA2205 EA2205 *CURRENT SURVEY CONTROL EA2205 ___________________________________________________________________ EA2205* NAD 83(1986)- 34 40 23.76262(N) 077 05 01.11781(W) ADJUSTED EA2205* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2205 ___________________________________________________________________ EA2205 LAPLACE CORR- -0.73 (seconds) DEFLEC99 EA2205 GEOID HEIGHT- -37.12 (meters) GEOID99 EA2205 EA2205 HORZ ORDER - THIRD EA2205 EA2205.The North Carolina/South Carolina HARNS have been completed but, EA2205.due to contractual restrictions, coordinates for these stations EA2205.will NOT be published in the near future. In the interim, the EA2205.published coordinates in North and South Carolina will not be EA2205.consistent with the Continuously Operating Reference Stations EA2205.(CORS). The HARN coordinates for these stations are available EA2205.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2205.Lapine(803-896-7700). EA2205. EA2205.In addition, the published North and South Carolina positions EA2205.(NAD 83 (1986)) are NOT consistent with those determined in EA2205.adjacent state readjustments. The discontinuity between stations EA2205.located in North or South Carolina and those in adjacent states EA2205.which have been adjusted to the HARN may be as much as 5 EA2205.decimeters. This will result in a significant loss of accuracy EA2205.over lines crossing such state borders. EA2205 EA2205 EA2205.The horizontal coordinates were established by classical geodetic methods EA2205.and adjusted by the National Geodetic Survey in July 1986. EA2205 EA2205.The orthometric height was scaled from a topographic map. EA2205 EA2205.The Laplace correction was computed from DEFLEC99 derived deflections. EA2205 EA2205.The geoid height was determined by GEOID99. EA2205 EA2205; North East Units Scale Converg. EA2205;SPC NC - 104,114.402 785,210.007 MT 0.99992321 +1 06 21.8 EA2205;UTM 18 - 3,838,785.929 309,096.398 MT 1.00004921 -1 11 08.6 EA2205 EA2205 SUPERSEDED SURVEY CONTROL EA2205 EA2205 NAD 27 - 34 40 23.17900(N) 077 05 02.30200(W) AD( ) 3 EA2205 EA2205.Superseded values are not recommended for survey control. EA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2205.See file dsdata.txt to determine how the superseded data were derived. EA2205 EA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0909638786(NAD 83) EA2205_MARKER: DD = SURVEY DISK EA2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2205+STABILITY: SURFACE MOTION EA2205 EA2205 HISTORY - Date Condition Report By EA2205 HISTORY - 1933 MONUMENTED USE EA2205 HISTORY - 1950 GOOD CGS EA2205 HISTORY - 20030205 MARK NOT FOUND USPSQD EA2205 EA2205 STATION DESCRIPTION EA2205 EA2205'DESCRIBED BY US ENGINEERS 1933 (HO) EA2205'STATION IS A STANDARD U.S.E. DISK STAMPED 141 TRIANGULATION 3.20, EA2205'SET IN AN 8-INCH CIRCULAR BLOCK OF CONCRETE PROJECTING 8 INCHES EA2205'ABOVE THE GROUND SURFACE, 150 YARDS S OF STATION WOOD, 300 YARDS E EA2205'OF BEACON NO. 20, ON A MARSH POINT NEXT TO A SPOIL BANK, ON THE N EA2205'SIDE OF CHANNEL, 22 YARDS FROM EDGE OF CHANNEL, 20 YARDS W OF EA2205'SHORT FENCE, 1/2 MILE S OF 2 OLD SHACKS IN FIELD, AND IS 8 YARDS EA2205'FROM HIGH-WATER LINE. EA2205' EA2205'CONNECTION TO TRIANGULATION SCHEME MADE BY CUTS FROM MAIN EA2205'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R. EA2205 EA2205 STATION RECOVERY (1950) EA2205 EA2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG) EA2205'STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION EA2205'IS ADEQUATE EXCEPT THAT THE STATION IS NOW 2 METERS OUTSIDE EA2205'THE MEAN HIGH-WATER LINE AND THE SHORT FENCE IS GONE. BEACON EA2205'20 IS NO LONGER IN EXISTENCE. EA2205 EA2205 STATION RECOVERY (2003) EA2205 EA2205'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2205'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7508 *********************************************************************** AC7508 TIDAL BM - This is a Tidal Bench Mark. AC7508 DESIGNATION - 865 5151 B TIDAL AC7508 PID - AC7508 AC7508 STATE/COUNTY- NC/CARTERET AC7508 USGS QUAD - NORTH BAY (1971) AC7508 AC7508 *CURRENT SURVEY CONTROL AC7508 ___________________________________________________________________ AC7508* NAD 83(1986)- 35 01 03.06403(N) 076 18 55.67347(W) ADJUSTED AC7508* NAVD 88 - 1.646 (meters) 5.40 (feet) POSTED AC7508 ___________________________________________________________________ AC7508 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AC7508 GEOID HEIGHT- -37.79 (meters) GEOID99 AC7508 DYNAMIC HT - 1.640 (meters) 5.38 (feet) COMP AC7508 MODELED GRAV- 979,736.5 (mgal) NAVD 88 AC7508 AC7508 HORZ ORDER - FIRST AC7508 VERT ORDER - * POSTED, Code NC , SEE BELOW AC7508 AC7508.The North Carolina/South Carolina HARNS have been completed but, AC7508.due to contractual restrictions, coordinates for these stations AC7508.will NOT be published in the near future. In the interim, the AC7508.published coordinates in North and South Carolina will not be AC7508.consistent with the Continuously Operating Reference Stations AC7508.(CORS). The HARN coordinates for these stations are available AC7508.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7508.Lapine(803-896-7700). AC7508. AC7508.In addition, the published North and South Carolina positions AC7508.(NAD 83 (1986)) are NOT consistent with those determined in AC7508.adjacent state readjustments. The discontinuity between stations AC7508.located in North or South Carolina and those in adjacent states AC7508.which have been adjusted to the HARN may be as much as 5 AC7508.decimeters. This will result in a significant loss of accuracy AC7508.over lines crossing such state borders. AC7508 AC7508 AC7508.The horizontal coordinates were established by GPS observations AC7508.and adjusted by the National Geodetic Survey in March 1997. AC7508 AC7508.The orthometric height was determined by differential leveling AC7508.and adjusted by the National Geodetic Survey in April 2001. AC7508.No vertical observational check was made to the station. AC7508.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AC7508.was located on a no-check spur therefore a value was not computed. AC7508 AC7508.This Tidal Bench Mark is designated as VM 3554 AC7508.by the Center for Operational Oceanographic Products and Services. AC7508 AC7508.The Laplace correction was computed from DEFLEC99 derived deflections. AC7508 AC7508.The geoid height was determined by GEOID99. AC7508 AC7508.The dynamic height is computed by dividing the NAVD 88 AC7508.geopotential number by the normal gravity value computed on the AC7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7508.degrees latitude (g = 980.6199 gals.). AC7508 AC7508.The modeled gravity was interpolated from observed gravity values. AC7508 AC7508; North East Units Scale Converg. AC7508;SPC NC - 143,918.170 854,556.241 MT 0.99988090 +1 32 58.0 AC7508;UTM 18 - 3,875,776.389 379,983.612 MT 0.99977752 -0 45 17.8 AC7508 AC7508 SUPERSEDED SURVEY CONTROL AC7508 AC7508 NGVD 29 - 1.95 (m) 6.4 (f) LEVELING 3 AC7508 AC7508.Superseded values are not recommended for survey control. AC7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC7508.See file dsdata.txt to determine how the superseded data were derived. AC7508 AC7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7998475776(NAD 83) AC7508_MARKER: DJ = TIDAL STATION DISK AC7508_SETTING: 31 = SLAB AC7508_STAMPING: 5151 B 1977 AC7508_MARK LOGO: NOS AC7508_MAGNETIC: N = NO MAGNETIC MATERIAL AC7508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7508+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AC7508 AC7508 HISTORY - Date Condition Report By AC7508 HISTORY - 1977 MONUMENTED NOS AC7508 HISTORY - 19960126 GOOD NCGS AC7508 HISTORY - 19960126 GOOD NCGS AC7508 HISTORY - 19980330 GOOD NCGS AC7508 HISTORY - 20030203 GOOD USPSQD AC7508 AC7508 STATION DESCRIPTION AC7508 AC7508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP) AC7508'STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTHEAST OF BEAUFORT AND 10 AC7508'MI (16.1 KM) NORTHEAST OF ATLANTIC.$ALONG NC 12 FOR 11.9 MI (19.2 KM) AC7508'NORTHEAST FROM THE END OF US 70 AND THE BEGINNING OF NC 12 (AT AC7508'SEALEVEL) TO THE NC FERRY OPERATIONS OFFICE AT CEDAR ISLAND, AT THE AC7508'SOUTH SIDE, IN THE SOUTHWEST CORNER OF A CONCRETE SLAB.$LOCATED 57.0 AC7508'FT (17.4 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE FERRY TICKET AC7508'SALES BOOTH, 5.0 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE AC7508'OPERATIONS BUILDING, AND 8.5 FT (2.6 M) NORTHEAST OF THE SOUTHWEST AC7508'CORNER OF THE SIDEWALK. AC7508 AC7508 STATION RECOVERY (1996) AC7508 AC7508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP) AC7508'RECOVERED AS DESCRIBED. AC7508 AC7508 STATION RECOVERY (1998) AC7508 AC7508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AC7508'RECOVERED AS DESCRIBED. AC7508 AC7508 STATION RECOVERY (2003) AC7508 AC7508'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7508'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AE5342 *********************************************************************** AE5342 DESIGNATION - 865 5151 E TIDAL AE5342 PID - AE5342 AE5342 STATE/COUNTY- NC/CARTERET AE5342 USGS QUAD - NORTH BAY (1971) AE5342 AE5342 *CURRENT SURVEY CONTROL AE5342 ___________________________________________________________________ AE5342* NAD 83(1986)- 35 01 00.18808(N) 076 18 59.78817(W) ADJUSTED AE5342* NAVD 88 - 1.749 (meters) 5.74 (feet) POSTED AE5342 ___________________________________________________________________ AE5342 LAPLACE CORR- -1.31 (seconds) DEFLEC99 AE5342 GEOID HEIGHT- -37.79 (meters) GEOID99 AE5342 DYNAMIC HT - 1.750 (meters) 5.74 (feet) COMP AE5342 MODELED GRAV- 979,736.4 (mgal) NAVD 88 AE5342 AE5342 HORZ ORDER - SECOND AE5342 VERT ORDER - * POSTED, Code NC , SEE BELOW AE5342 AE5342.The North Carolina/South Carolina HARNS have been completed but, AE5342.due to contractual restrictions, coordinates for these stations AE5342.will NOT be published in the near future. In the interim, the AE5342.published coordinates in North and South Carolina will not be AE5342.consistent with the Continuously Operating Reference Stations AE5342.(CORS). The HARN coordinates for these stations are available AE5342.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE5342.Lapine(803-896-7700). AE5342. AE5342.In addition, the published North and South Carolina positions AE5342.(NAD 83 (1986)) are NOT consistent with those determined in AE5342.adjacent state readjustments. The discontinuity between stations AE5342.located in North or South Carolina and those in adjacent states AE5342.which have been adjusted to the HARN may be as much as 5 AE5342.decimeters. This will result in a significant loss of accuracy AE5342.over lines crossing such state borders. AE5342 AE5342 AE5342.The horizontal coordinates were established by classical geodetic methods AE5342.and adjusted by the National Geodetic Survey in January 1998. AE5342 AE5342.The orthometric height was determined by differential leveling AE5342.and adjusted by the National Geodetic Survey in April 2001. AE5342.No vertical observational check was made to the station. AE5342.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AE5342.was located on a no-check spur therefore a value was not computed. AE5342 AE5342.The Laplace correction was computed from DEFLEC99 derived deflections. AE5342 AE5342.The geoid height was determined by GEOID99. AE5342 AE5342.The dynamic height is computed by dividing the NAVD 88 AE5342.geopotential number by the normal gravity value computed on the AE5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5342.degrees latitude (g = 980.6199 gals.). AE5342 AE5342.The modeled gravity was interpolated from observed gravity values. AE5342 AE5342; North East Units Scale Converg. AE5342;SPC NC - 143,826.765 854,454.369 MT 0.99988096 +1 32 55.6 AE5342;UTM 18 - 3,875,689.164 379,878.159 MT 0.99977783 -0 45 20.1 AE5342 AE5342 SUPERSEDED SURVEY CONTROL AE5342 AE5342 NGVD 29 - 1.88 (m) 6.2 (f) LEVELING 3 AE5342 AE5342.Superseded values are not recommended for survey control. AE5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5342.See file dsdata.txt to determine how the superseded data were derived. AE5342 AE5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7987875689(NAD 83) AE5342_MARKER: DJ = TIDAL STATION DISK AE5342_SETTING: 31 = SLAB AE5342_STAMPING: 5151 E 1977 AE5342_MARK LOGO: NOS AE5342_MAGNETIC: N = NO MAGNETIC MATERIAL AE5342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5342+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AE5342 AE5342 HISTORY - Date Condition Report By AE5342 HISTORY - 1977 MONUMENTED NOS AE5342 HISTORY - 19960126 GOOD NCGS AE5342 HISTORY - 19980330 GOOD NCGS AE5342 HISTORY - 20030203 GOOD USPSQD AE5342 AE5342 STATION DESCRIPTION AE5342 AE5342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP) AE5342'STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTHEAST OF BEAUFORT AND 10 AE5342'MI (16.1 KM) NORTHEAST OF ATLANTIC. PROCEED ALONG NC 12 FOR 11.8 MI AE5342'(19.0 KM) NORTHEAST FROM THE END OF US 70 AND BEGINNING OF NC 12 (AT AE5342'SEA LEVEL) TO THE ENTRANCE TO THE DRIFTWOOD MOTEL AND RESTAURANT. TURN AE5342'LEFT TO--CRUISE MART--CONVENIENCE STORE AND THE STATION, IN THE AE5342'NORTHEAST CORNER OF A CONCRETE PORCH SLAB. MARK IS 0.8 FT (24.4 CM) AE5342'SOUTH OF THE NORTHEAST BUILDING CORNER, AND 0.8 FT (24.4 CM) SOUTHWEST AE5342'OF THE EDGE OF THE PORCH. AE5342 AE5342 STATION RECOVERY (1998) AE5342 AE5342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AE5342'RECOVERED AS DESCRIBED. AE5342 AE5342 STATION RECOVERY (2003) AE5342 AE5342'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AE5342'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1512 *********************************************************************** EA1512 TIDAL BM - This is a Tidal Bench Mark. EA1512 DESIGNATION - 865 6225 TIDAL 1 EA1512 PID - EA1512 EA1512 STATE/COUNTY- NC/CARTERET EA1512 USGS QUAD - WILLISTON (1983) EA1512 EA1512 *CURRENT SURVEY CONTROL EA1512 ___________________________________________________________________ EA1512* NAD 83(1986)- 34 47 22. (N) 076 36 31. (W) SCALED EA1512* NAVD 88 - 2.835 (meters) 9.30 (feet) ADJUSTED EA1512 ___________________________________________________________________ EA1512 GEOID HEIGHT- -37.53 (meters) GEOID99 EA1512 DYNAMIC HT - 2.832 (meters) 9.29 (feet) COMP EA1512 MODELED GRAV- 979,718.8 (mgal) NAVD 88 EA1512 EA1512 VERT ORDER - SECOND CLASS II EA1512 EA1512.The horizontal coordinates were scaled from a topographic map and have EA1512.an estimated accuracy of +/- 6 seconds. EA1512 EA1512.The orthometric height was determined by differential leveling EA1512.and adjusted by the National Geodetic Survey in June 1991. EA1512 EA1512.This Tidal Bench Mark is designated as VM 14903 EA1512.by the Center for Operational Oceanographic Products and Services. EA1512 EA1512.The geoid height was determined by GEOID99. EA1512 EA1512.The dynamic height is computed by dividing the NAVD 88 EA1512.geopotential number by the normal gravity value computed on the EA1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1512.degrees latitude (g = 980.6199 gals.). EA1512 EA1512.The modeled gravity was interpolated from observed gravity values. EA1512 EA1512; North East Units Estimated Accuracy EA1512;SPC NC - 117,940. 828,420. MT (+/- 180 meters Scaled) EA1512 EA1512 SUPERSEDED SURVEY CONTROL EA1512 EA1512.No superseded survey control is available for this station. EA1512 EA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD528508(NAD 83) EA1512_MARKER: DJ = TIDAL STATION DISK EA1512_SETTING: 38 = ABUTMENT EA1512_STAMPING: NO 1 1973 EA1512_MARK LOGO: NOS EA1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1512+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1512 EA1512 HISTORY - Date Condition Report By EA1512 HISTORY - 1973 MONUMENTED NOS EA1512 HISTORY - 1982 GOOD NCGS EA1512 HISTORY - 20030203 GOOD USPSQD EA1512 EA1512 STATION DESCRIPTION EA1512 EA1512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1512'5.7 MI NE FROM BEAUFORT. EA1512'AT THE EAST END OF US 70 BRIDGE OVER NORTH RIVER IN NORTH END OF THE EA1512'EAST ABUTMENT, 19.0 FEET NORTH OF CENTERLINE OF HIGHWAY AND 2.5 FEET EA1512'SOUTH OF NORTH END OF ABUTMENT. EA1512'THE MARK IS 1.0 FT ABOVE ROAD. EA1512 EA1512 STATION RECOVERY (2003) EA1512 EA1512'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1512'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0116 *********************************************************************** EA0116 DESIGNATION - 865 6495 TIDAL 7 EA0116 PID - EA0116 EA0116 STATE/COUNTY- NC/CARTERET EA0116 USGS QUAD - BEAUFORT (1987) EA0116 EA0116 *CURRENT SURVEY CONTROL EA0116 ___________________________________________________________________ EA0116* NAD 83(1986)- 34 43 11. (N) 076 42 47. (W) SCALED EA0116* NAVD 88 - 1.248 (meters) 4.09 (feet) ADJUSTED EA0116 ___________________________________________________________________ EA0116 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0116 DYNAMIC HT - 1.247 (meters) 4.09 (feet) COMP EA0116 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA0116 EA0116 VERT ORDER - FIRST CLASS I EA0116 EA0116.The horizontal coordinates were scaled from a topographic map and have EA0116.an estimated accuracy of +/- 6 seconds. EA0116 EA0116.The orthometric height was determined by differential leveling EA0116.and adjusted by the National Geodetic Survey in June 1991. EA0116 EA0116.The geoid height was determined by GEOID99. EA0116 EA0116.The dynamic height is computed by dividing the NAVD 88 EA0116.geopotential number by the normal gravity value computed on the EA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0116.degrees latitude (g = 980.6199 gals.). EA0116 EA0116.The modeled gravity was interpolated from observed gravity values. EA0116 EA0116; North East Units Estimated Accuracy EA0116;SPC NC - 109,990. 819,050. MT (+/- 180 meters Scaled) EA0116 EA0116 SUPERSEDED SURVEY CONTROL EA0116 EA0116 NGVD 29 - 1.54 (m) 5.1 (f) COMPUTED 1 1 EA0116 EA0116.Superseded values are not recommended for survey control. EA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0116.See file dsdata.txt to determine how the superseded data were derived. EA0116 EA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD431432(NAD 83) EA0116_MARKER: DJ = TIDAL STATION DISK EA0116_SETTING: 30 = SEA WALL EA0116_STAMPING: NO 7 1953 EA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0116 EA0116 HISTORY - Date Condition Report By EA0116 HISTORY - 1953 MONUMENTED CGS EA0116 HISTORY - 1960 GOOD NGS EA0116 HISTORY - 1963 GOOD NGS EA0116 HISTORY - 19890813 GOOD USPSQD EA0116 HISTORY - 20030202 MARK NOT FOUND USPSQD EA0116 EA0116 STATION DESCRIPTION EA0116 EA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EA0116'AT MOREHEAD CITY. EA0116'AT MOREHEAD CITY, ALONG JIB STREET, ABOUT 45 YARDS SOUTHWEST OF EA0116'THE JUNCTION OF 8TH. STREET, ABOUT 44 YARDS SOUTHEAST OF AND EA0116'ACROSS JIB STREET FROM THE SOUTHEAST CORNER OF A HOSPITAL, 20 EA0116'FEET SOUTH OF THE SOUTH CURB LINE OF JIB STREET, AT A POINT EA0116'WHERE JIB STREET ENDS AND SHEPARD STREET CONTINUES TO THE WEST, EA0116'2 1/2 FEET EAST OF THE EAST EDGE OF A BOARD WALL LEADING SOUTH EA0116'TO A DOCK, ON TOP OF A SEA WALL AND ABOUT 1 FOOT ABOVE THE EA0116'LEVEL OF THE STREET. NOTE-- THE SEA WALL IS IN VERY POOR EA0116'CONDITION. EA0116 EA0116 STATION RECOVERY (1963) EA0116 EA0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EA0116'RECOVERED IN GOOD CONDITION. EA0116 EA0116 STATION RECOVERY (1989) EA0116 EA0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0116'RECOVERED IN GOOD CONDITION. EA0116 EA0116 STATION RECOVERY (2003) EA0116 EA0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0116'SEA WALL AND SIDEWALK ALL REBUILT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1429 *********************************************************************** EA1429 TIDAL BM - This is a Tidal Bench Mark. EA1429 DESIGNATION - 865 6499 A TIDAL EA1429 PID - EA1429 EA1429 STATE/COUNTY- NC/CARTERET EA1429 USGS QUAD - BEAUFORT (1987) EA1429 EA1429 *CURRENT SURVEY CONTROL EA1429 ___________________________________________________________________ EA1429* NAD 83(1986)- 34 43 18. (N) 076 44 09. (W) SCALED EA1429* NAVD 88 - 2.559 (meters) 8.40 (feet) ADJUSTED EA1429 ___________________________________________________________________ EA1429 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1429 DYNAMIC HT - 2.557 (meters) 8.39 (feet) COMP EA1429 MODELED GRAV- 979,708.5 (mgal) NAVD 88 EA1429 EA1429 VERT ORDER - SECOND CLASS II EA1429 EA1429.The horizontal coordinates were scaled from a topographic map and have EA1429.an estimated accuracy of +/- 6 seconds. EA1429 EA1429.The orthometric height was determined by differential leveling EA1429.and adjusted by the National Geodetic Survey in June 1991. EA1429 EA1429.This Tidal Bench Mark is designated as VM 14919 EA1429.by the Center for Operational Oceanographic Products and Services. EA1429 EA1429.The geoid height was determined by GEOID99. EA1429 EA1429.The dynamic height is computed by dividing the NAVD 88 EA1429.geopotential number by the normal gravity value computed on the EA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1429.degrees latitude (g = 980.6199 gals.). EA1429 EA1429.The modeled gravity was interpolated from observed gravity values. EA1429 EA1429; North East Units Estimated Accuracy EA1429;SPC NC - 110,150. 816,960. MT (+/- 180 meters Scaled) EA1429 EA1429 SUPERSEDED SURVEY CONTROL EA1429 EA1429.No superseded survey control is available for this station. EA1429 EA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD410435(NAD 83) EA1429_MARKER: DJ = TIDAL STATION DISK EA1429_SETTING: 34 = CONCRETE FOOTING EA1429_STAMPING: 6499 A 1976 EA1429_MARK LOGO: NOS EA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1429+STABILITY: SURFACE MOTION EA1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1429+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1429 EA1429 HISTORY - Date Condition Report By EA1429 HISTORY - 1976 MONUMENTED NOS EA1429 HISTORY - 1982 GOOD NCGS EA1429 HISTORY - 20030202 GOOD USPSQD EA1429 EA1429 STATION DESCRIPTION EA1429 EA1429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1429'IN MOREHEAD CITY. EA1429'IN MOREHEAD CITY, AT THE INTERSECTION OF 24TH STREET AND EVANS STREET, EA1429'IN THE SOUTHEAST QUADRANT IN NORTH END OF THE CONCRETE FOOTING FOR THE EA1429'EAST RAIL LEADING TO THE BRIDGE OVER BOGUE SOUND, 6.2 FEET EAST OF EA1429'EAST CURB OF 24TH STREET, 50 FEET SOUTH OF EVANS STREET AND 16.7 FEET EA1429'SOUTH-SOUTHWEST OF CONCRETE POWER POLE. EA1429'THE MARK IS 1.0 FT ABOVE INTERSECTION. EA1429 EA1429 STATION RECOVERY (2003) EA1429 EA1429'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1429'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1521 *********************************************************************** EA1521 TIDAL BM - This is a Tidal Bench Mark. EA1521 DESIGNATION - 865 6503 TIDAL 1 EA1521 PID - EA1521 EA1521 STATE/COUNTY- NC/CARTERET EA1521 USGS QUAD - HARKERS ISLAND (1983) EA1521 EA1521 *CURRENT SURVEY CONTROL EA1521 ___________________________________________________________________ EA1521* NAD 83(1986)- 34 42 56. (N) 076 34 41. (W) SCALED EA1521* NAVD 88 - 5.481 (meters) 17.98 (feet) ADJUSTED EA1521 ___________________________________________________________________ EA1521 GEOID HEIGHT- -37.54 (meters) GEOID99 EA1521 DYNAMIC HT - 5.476 (meters) 17.97 (feet) COMP EA1521 MODELED GRAV- 979,719.5 (mgal) NAVD 88 EA1521 EA1521 VERT ORDER - SECOND CLASS II EA1521 EA1521.The horizontal coordinates were scaled from a topographic map and have EA1521.an estimated accuracy of +/- 6 seconds. EA1521 EA1521.The orthometric height was determined by differential leveling EA1521.and adjusted by the National Geodetic Survey in June 1991. EA1521 EA1521.This Tidal Bench Mark is designated as VM 14922 EA1521.by the Center for Operational Oceanographic Products and Services. EA1521 EA1521.The geoid height was determined by GEOID99. EA1521 EA1521.The dynamic height is computed by dividing the NAVD 88 EA1521.geopotential number by the normal gravity value computed on the EA1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1521.degrees latitude (g = 980.6199 gals.). EA1521 EA1521.The modeled gravity was interpolated from observed gravity values. EA1521 EA1521; North East Units Estimated Accuracy EA1521;SPC NC - 109,820. 831,420. MT (+/- 180 meters Scaled) EA1521 EA1521 SUPERSEDED SURVEY CONTROL EA1521 EA1521.No superseded survey control is available for this station. EA1521 EA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554426(NAD 83) EA1521_MARKER: DJ = TIDAL STATION DISK EA1521_SETTING: 31 = BRIDGE FLOOR EA1521_STAMPING: NO 1 1973 EA1521_MARK LOGO: NOS EA1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1521+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1521 EA1521 HISTORY - Date Condition Report By EA1521 HISTORY - 1973 MONUMENTED NOS EA1521 HISTORY - 1982 GOOD NCGS EA1521 HISTORY - 20030203 GOOD USPSQD EA1521 EA1521 STATION DESCRIPTION EA1521 EA1521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1521'1.8 MI NW FROM HARKERS ISLAND. EA1521'AT THE DRAW BRIDGE OVER THE STRAITS, IN THE SOUTHEAST CORNER OF THE EA1521'PARKING AREA FOR THE BRIDGE TENDER HOUSE, 38.3 FEET EAST OF CENTERLINE EA1521'OF ROAD AND 24.3 FEET SOUTH OF SOUTHEAST CORNER OF TENDER HOUSE. EA1521'THE MARK IS ABOVE LEVEL WITH ROAD. EA1521 EA1521 STATION RECOVERY (2003) EA1521 EA1521'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1521'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1522 *********************************************************************** EA1522 TIDAL BM - This is a Tidal Bench Mark. EA1522 DESIGNATION - 865 6503 TIDAL 2 EA1522 PID - EA1522 EA1522 STATE/COUNTY- NC/CARTERET EA1522 USGS QUAD - HARKERS ISLAND (1983) EA1522 EA1522 *CURRENT SURVEY CONTROL EA1522 ___________________________________________________________________ EA1522* NAD 83(1986)- 34 42 52. (N) 076 34 42. (W) SCALED EA1522* NAVD 88 - 4.327 (meters) 14.20 (feet) ADJUSTED EA1522 ___________________________________________________________________ EA1522 GEOID HEIGHT- -37.54 (meters) GEOID99 EA1522 DYNAMIC HT - 4.323 (meters) 14.18 (feet) COMP EA1522 MODELED GRAV- 979,719.4 (mgal) NAVD 88 EA1522 EA1522 VERT ORDER - SECOND CLASS II EA1522 EA1522.The horizontal coordinates were scaled from a topographic map and have EA1522.an estimated accuracy of +/- 6 seconds. EA1522 EA1522.The orthometric height was determined by differential leveling EA1522.and adjusted by the National Geodetic Survey in June 1991. EA1522 EA1522.This Tidal Bench Mark is designated as VM 14923 EA1522.by the Center for Operational Oceanographic Products and Services. EA1522 EA1522.The geoid height was determined by GEOID99. EA1522 EA1522.The dynamic height is computed by dividing the NAVD 88 EA1522.geopotential number by the normal gravity value computed on the EA1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1522.degrees latitude (g = 980.6199 gals.). EA1522 EA1522.The modeled gravity was interpolated from observed gravity values. EA1522 EA1522; North East Units Estimated Accuracy EA1522;SPC NC - 109,690. 831,400. MT (+/- 180 meters Scaled) EA1522 EA1522 SUPERSEDED SURVEY CONTROL EA1522 EA1522.No superseded survey control is available for this station. EA1522 EA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554425(NAD 83) EA1522_MARKER: DJ = TIDAL STATION DISK EA1522_SETTING: 32 = WINGWALL EA1522_STAMPING: NO 2 1973 EA1522_MARK LOGO: NOS EA1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1522+STABILITY: SURFACE MOTION EA1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1522+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1522 EA1522 HISTORY - Date Condition Report By EA1522 HISTORY - 1973 MONUMENTED NOS EA1522 HISTORY - 1982 GOOD NCGS EA1522 HISTORY - 20030203 GOOD USPSQD EA1522 EA1522 STATION DESCRIPTION EA1522 EA1522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1522'1.7 MI NW FROM HARKERS ISLAND. EA1522'AT THE DRAW BRIDGE OVER THE STRAITS, IN THE SOUTHWEST WINGWALL, 17.3 EA1522'FEET WEST OF CENTERLINE OF ROAD AND 3.5 FEET EAST OF WEST END OF EA1522'WINGWALL. EA1522'THE MARK IS ABOVE LEVEL WITH ROAD. EA1522 EA1522 STATION RECOVERY (2003) EA1522 EA1522'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1522'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7521 *********************************************************************** AC7521 TIDAL BM - This is a Tidal Bench Mark. AC7521 DESIGNATION - 865 6566 TIDAL 1 AC7521 PID - AC7521 AC7521 STATE/COUNTY- NC/CARTERET AC7521 USGS QUAD - MANSFIELD (1994) AC7521 AC7521 *CURRENT SURVEY CONTROL AC7521 ___________________________________________________________________ AC7521* NAD 83(1986)- 34 41 57. (N) 076 46 07. (W) SCALED AC7521* NAVD 88 - 2.233 (meters) 7.33 (feet) ADJUSTED AC7521 ___________________________________________________________________ AC7521 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7521 DYNAMIC HT - 2.231 (meters) 7.32 (feet) COMP AC7521 MODELED GRAV- 979,705.8 (mgal) NAVD 88 AC7521 AC7521 VERT ORDER - SECOND CLASS II AC7521 AC7521.The horizontal coordinates were scaled from a topographic map and have AC7521.an estimated accuracy of +/- 6 seconds. AC7521 AC7521.The orthometric height was determined by differential leveling AC7521.and adjusted by the National Geodetic Survey in May 1997. AC7521 AC7521.This Tidal Bench Mark is designated as VM 14955 AC7521.by the Center for Operational Oceanographic Products and Services. AC7521 AC7521.The geoid height was determined by GEOID99. AC7521 AC7521.The dynamic height is computed by dividing the NAVD 88 AC7521.geopotential number by the normal gravity value computed on the AC7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7521.degrees latitude (g = 980.6199 gals.). AC7521 AC7521.The modeled gravity was interpolated from observed gravity values. AC7521 AC7521; North East Units Estimated Accuracy AC7521;SPC NC - 107,590. 814,010. MT (+/- 180 meters Scaled) AC7521 AC7521 SUPERSEDED SURVEY CONTROL AC7521 AC7521.No superseded survey control is available for this station. AC7521 AC7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380411(NAD 83) AC7521_MARKER: DB = BENCH MARK DISK AC7521_SETTING: 31 = SET IN CONCRETE APRON AC7521_STAMPING: NO 1 1973 AC7521_MARK LOGO: NGS AC7521_MAGNETIC: N = NO MAGNETIC MATERIAL AC7521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7521+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7521 AC7521 HISTORY - Date Condition Report By AC7521 HISTORY - 1973 MONUMENTED NGS AC7521 HISTORY - 19921123 GOOD NCGS AC7521 HISTORY - 20030205 GOOD USPSQD AC7521 AC7521 STATION DESCRIPTION AC7521 AC7521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7521'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI AC7521'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE BOGUE AC7521'SHORE CONDOMINIUMS, IN THE CONCRETE APRON AT THE NORTHEAST CORNER OF AC7521'THE BUILDING. AC7521 AC7521 STATION RECOVERY (2003) AC7521 AC7521'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7521'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7522 *********************************************************************** AC7522 TIDAL BM - This is a Tidal Bench Mark. AC7522 DESIGNATION - 865 6566 TIDAL 2 AC7522 PID - AC7522 AC7522 STATE/COUNTY- NC/CARTERET AC7522 USGS QUAD - MANSFIELD (1994) AC7522 AC7522 *CURRENT SURVEY CONTROL AC7522 ___________________________________________________________________ AC7522* NAD 83(1986)- 34 41 55. (N) 076 46 07. (W) SCALED AC7522* NAVD 88 - 2.227 (meters) 7.31 (feet) ADJUSTED AC7522 ___________________________________________________________________ AC7522 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7522 DYNAMIC HT - 2.225 (meters) 7.30 (feet) COMP AC7522 MODELED GRAV- 979,705.8 (mgal) NAVD 88 AC7522 AC7522 VERT ORDER - SECOND CLASS II AC7522 AC7522.The horizontal coordinates were scaled from a topographic map and have AC7522.an estimated accuracy of +/- 6 seconds. AC7522 AC7522.The orthometric height was determined by differential leveling AC7522.and adjusted by the National Geodetic Survey in May 1997. AC7522 AC7522.This Tidal Bench Mark is designated as VM 14956 AC7522.by the Center for Operational Oceanographic Products and Services. AC7522 AC7522.The geoid height was determined by GEOID99. AC7522 AC7522.The dynamic height is computed by dividing the NAVD 88 AC7522.geopotential number by the normal gravity value computed on the AC7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7522.degrees latitude (g = 980.6199 gals.). AC7522 AC7522.The modeled gravity was interpolated from observed gravity values. AC7522 AC7522; North East Units Estimated Accuracy AC7522;SPC NC - 107,530. 814,010. MT (+/- 180 meters Scaled) AC7522 AC7522 SUPERSEDED SURVEY CONTROL AC7522 AC7522.No superseded survey control is available for this station. AC7522 AC7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380410(NAD 83) AC7522_MARKER: DB = BENCH MARK DISK AC7522_SETTING: 31 = SET IN CONCRETE WALKWAY AC7522_STAMPING: NO 2 1973 AC7522_MARK LOGO: NGS AC7522_MAGNETIC: N = NO MAGNETIC MATERIAL AC7522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7522+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7522 AC7522 HISTORY - Date Condition Report By AC7522 HISTORY - 1973 MONUMENTED NGS AC7522 HISTORY - 19921123 GOOD NCGS AC7522 HISTORY - 20030205 GOOD USPSQD AC7522 AC7522 STATION DESCRIPTION AC7522 AC7522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7522'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI AC7522'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE BOGUE AC7522'SHORE CONDOMINIUMS, IN THE CONCRETE WALKWAY AT THE ENTRANCE TO THE AC7522'OFFICE. AC7522 AC7522 STATION RECOVERY (2003) AC7522 AC7522'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7522'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7523 *********************************************************************** AC7523 TIDAL BM - This is a Tidal Bench Mark. AC7523 DESIGNATION - 865 6566 TIDAL 4 AC7523 PID - AC7523 AC7523 STATE/COUNTY- NC/CARTERET AC7523 USGS QUAD - MANSFIELD (1994) AC7523 AC7523 *CURRENT SURVEY CONTROL AC7523 ___________________________________________________________________ AC7523* NAD 83(1986)- 34 41 50. (N) 076 46 07. (W) SCALED AC7523* NAVD 88 - 3.111 (meters) 10.21 (feet) ADJUSTED AC7523 ___________________________________________________________________ AC7523 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7523 DYNAMIC HT - 3.109 (meters) 10.20 (feet) COMP AC7523 MODELED GRAV- 979,705.8 (mgal) NAVD 88 AC7523 AC7523 VERT ORDER - SECOND CLASS II AC7523 AC7523.The horizontal coordinates were scaled from a topographic map and have AC7523.an estimated accuracy of +/- 6 seconds. AC7523 AC7523.The orthometric height was determined by differential leveling AC7523.and adjusted by the National Geodetic Survey in May 1997. AC7523 AC7523.This Tidal Bench Mark is designated as VM 14958 AC7523.by the Center for Operational Oceanographic Products and Services. AC7523 AC7523.The geoid height was determined by GEOID99. AC7523 AC7523.The dynamic height is computed by dividing the NAVD 88 AC7523.geopotential number by the normal gravity value computed on the AC7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7523.degrees latitude (g = 980.6199 gals.). AC7523 AC7523.The modeled gravity was interpolated from observed gravity values. AC7523 AC7523; North East Units Estimated Accuracy AC7523;SPC NC - 107,370. 814,010. MT (+/- 180 meters Scaled) AC7523 AC7523 SUPERSEDED SURVEY CONTROL AC7523 AC7523.No superseded survey control is available for this station. AC7523 AC7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380408(NAD 83) AC7523_MARKER: DB = BENCH MARK DISK AC7523_SETTING: 32 = SET IN TOP CONCRETE SEAWALL AC7523_STAMPING: NO 4 1973 AC7523_MARK LOGO: NGS AC7523_MAGNETIC: N = NO MAGNETIC MATERIAL AC7523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7523+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7523 AC7523 HISTORY - Date Condition Report By AC7523 HISTORY - 1973 MONUMENTED NGS AC7523 HISTORY - 19921123 GOOD NCGS AC7523 HISTORY - 20030205 GOOD USPSQD AC7523 AC7523 STATION DESCRIPTION AC7523 AC7523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7523'STATION IS LOCATED IN WESTERN ATLANTIC BEACH AT THE CORAL BAY AC7523'CLUB.$ALONG NC 58 FOR 0.4 MI (0.6 KM) WEST FROM THE POST OFFICE IN AC7523'ATLANTIC BEACH, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE AC7523'SEAWALL. AC7523 AC7523 STATION RECOVERY (2003) AC7523 AC7523'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7523'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7524 *********************************************************************** AC7524 TIDAL BM - This is a Tidal Bench Mark. AC7524 DESIGNATION - 865 6566 TIDAL 5 AC7524 PID - AC7524 AC7524 STATE/COUNTY- NC/CARTERET AC7524 USGS QUAD - MANSFIELD (1994) AC7524 AC7524 *CURRENT SURVEY CONTROL AC7524 ___________________________________________________________________ AC7524* NAD 83(1986)- 34 41 50. (N) 076 46 05. (W) SCALED AC7524* NAVD 88 - 3.115 (meters) 10.22 (feet) ADJUSTED AC7524 ___________________________________________________________________ AC7524 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7524 DYNAMIC HT - 3.112 (meters) 10.21 (feet) COMP AC7524 MODELED GRAV- 979,705.9 (mgal) NAVD 88 AC7524 AC7524 VERT ORDER - SECOND CLASS II AC7524 AC7524.The horizontal coordinates were scaled from a topographic map and have AC7524.an estimated accuracy of +/- 6 seconds. AC7524 AC7524.The orthometric height was determined by differential leveling AC7524.and adjusted by the National Geodetic Survey in May 1997. AC7524 AC7524.This Tidal Bench Mark is designated as VM 14959 AC7524.by the Center for Operational Oceanographic Products and Services. AC7524 AC7524.The geoid height was determined by GEOID99. AC7524 AC7524.The dynamic height is computed by dividing the NAVD 88 AC7524.geopotential number by the normal gravity value computed on the AC7524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7524.degrees latitude (g = 980.6199 gals.). AC7524 AC7524.The modeled gravity was interpolated from observed gravity values. AC7524 AC7524; North East Units Estimated Accuracy AC7524;SPC NC - 107,380. 814,070. MT (+/- 180 meters Scaled) AC7524 AC7524 SUPERSEDED SURVEY CONTROL AC7524 AC7524.No superseded survey control is available for this station. AC7524 AC7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380408(NAD 83) AC7524_MARKER: DB = BENCH MARK DISK AC7524_SETTING: 32 = SET IN TOP OF CONCRETE SEAWALL AC7524_STAMPING: NO 5 1976 AC7524_MARK LOGO: NGS AC7524_MAGNETIC: N = NO MAGNETIC MATERIAL AC7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7524+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992 AC7524 AC7524 HISTORY - Date Condition Report By AC7524 HISTORY - 1976 MONUMENTED NGS AC7524 HISTORY - 19921123 GOOD NCGS AC7524 HISTORY - 20030205 MARK NOT FOUND USPSQD AC7524 AC7524 STATION DESCRIPTION AC7524 AC7524'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7524'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI AC7524'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE CORAL BAY AC7524'CLUB, IN THE TOP OF THE CONCRETE SEAWALL ON THE SOUTHERN PROLONGATION AC7524'OF THE WESTERN FENCE AROUND THE TENNIS COURT AND 0.8 FT (24.4 CM) AC7524'NORTH OF THE SOUTH EDGE OF THE SEAWALL. AC7524 AC7524 STATION RECOVERY (2003) AC7524 AC7524'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7524'CONCRETE SEA WALL HAS BEEN REPLACED WITH WOODEN SEA WALL. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0272 *********************************************************************** EA0272 TIDAL BM - This is a Tidal Bench Mark. EA0272 DESIGNATION - 865 6612 TIDAL 1 1955 EA0272 PID - EA0272 EA0272 STATE/COUNTY- NC/CARTERET EA0272 USGS QUAD - HARKERS ISLAND (1983) EA0272 EA0272 *CURRENT SURVEY CONTROL EA0272 ___________________________________________________________________ EA0272* NAD 83(1986)- 34 41 15. (N) 076 32 02. (W) SCALED EA0272* NAVD 88 - 1.569 (meters) 5.15 (feet) ADJUSTED EA0272 ___________________________________________________________________ EA0272 GEOID HEIGHT- -37.60 (meters) GEOID99 EA0272 DYNAMIC HT - 1.567 (meters) 5.14 (feet) COMP EA0272 MODELED GRAV- 979,717.2 (mgal) NAVD 88 EA0272 EA0272 VERT ORDER - SECOND CLASS 0 EA0272 EA0272.The horizontal coordinates were scaled from a topographic map and have EA0272.an estimated accuracy of +/- 6 seconds. EA0272 EA0272.The orthometric height was determined by differential leveling EA0272.and adjusted by the National Geodetic Survey in June 1991. EA0272 EA0272.This Tidal Bench Mark is designated as VM 14973 EA0272.by the Center for Operational Oceanographic Products and Services. EA0272 EA0272.The geoid height was determined by GEOID99. EA0272 EA0272.The dynamic height is computed by dividing the NAVD 88 EA0272.geopotential number by the normal gravity value computed on the EA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0272.degrees latitude (g = 980.6199 gals.). EA0272 EA0272.The modeled gravity was interpolated from observed gravity values. EA0272 EA0272; North East Units Estimated Accuracy EA0272;SPC NC - 106,810. 835,540. MT (+/- 180 meters Scaled) EA0272 EA0272 SUPERSEDED SURVEY CONTROL EA0272 EA0272 NGVD 29 - 1.86 (m) 6.1 (f) COMPUTED 2 0 EA0272 EA0272.Superseded values are not recommended for survey control. EA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0272.See file dsdata.txt to determine how the superseded data were derived. EA0272 EA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD594394(NAD 83) EA0272_MARKER: DJ = TIDAL STATION DISK EA0272_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EA0272+WITH SETTING: PAVEMENT EA0272_STAMPING: HARKERS ID NO 1 1955 EA0272_MARK LOGO: CGS EA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0272+STABILITY: SURFACE MOTION EA0272 EA0272 HISTORY - Date Condition Report By EA0272 HISTORY - 1955 MONUMENTED CGS EA0272 HISTORY - 1963 GOOD NGS EA0272 HISTORY - 1982 GOOD NCGS EA0272 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0272 EA0272 STATION DESCRIPTION EA0272 EA0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0272'1.1 MI SE FROM HARKERS ISLAND. EA0272'ABOUT 1.1 MILES SOUTHEAST ALONG COUNTY ROAD NO. 1335 FROM THE EA0272'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, SET ON THE TOP OF THE EA0272'NORTHWEST ONE OF TWO 1-FOOT WIDE CONCRETE WALL ON LOADING RAMP OF EA0272'THE DAVIS FISH HOUSE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE EA0272'ROAD, 22.8 FEET EAST OF THE NORTH CORNER OF THE FISH HOUSE, 31.3 EA0272'FEET NORTH OF THE EAST CORNER OF THE FISH HOUSE, ABOUT LEVEL WITH EA0272'THE ROAD. TIDAL STATION 37A, HARKERS ISLAND, NORTH CAROLINA. EA0272 EA0272 STATION RECOVERY (1982) EA0272 EA0272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0272'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0272'THE DESCRIPTION IS ADEQUATE EXCEPT THE FISH HOUSE NO LONGER EXISTS AND EA0272'LOADING RAMP HAS BEEN ABANDONED. LOCATED DIRECTLY ACROSS ROAD FROM EA0272'CAPE LOOKOUT GIFT SHOP, 5.0 FEET SOUTH OF AN IRON STAKE WITH RING ON EA0272'TOP AND 49.0 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG. EA0272 EA0272 STATION RECOVERY (2003) EA0272 EA0272'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0272'CAPE LOOKOUT GIFT SHOP NOT FOUND. NO IRON STAKE. NO CONCRETE WALL NOR EA0272'LOADING RAMP. ALL CONCRETE APPEARS TO HAVE BEEN TORN UP. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0273 *********************************************************************** EA0273 DESIGNATION - 865 6612 TIDAL 2 1955 EA0273 PID - EA0273 EA0273 STATE/COUNTY- NC/CARTERET EA0273 USGS QUAD - HARKERS ISLAND (1983) EA0273 EA0273 *CURRENT SURVEY CONTROL EA0273 ___________________________________________________________________ EA0273* NAD 83(1986)- 34 41 12. (N) 076 31 53. (W) SCALED EA0273* NAVD 88 - 1.872 (meters) 6.14 (feet) ADJUSTED EA0273 ___________________________________________________________________ EA0273 GEOID HEIGHT- -37.61 (meters) GEOID99 EA0273 DYNAMIC HT - 1.870 (meters) 6.14 (feet) COMP EA0273 MODELED GRAV- 979,717.1 (mgal) NAVD 88 EA0273 EA0273 VERT ORDER - SECOND CLASS 0 EA0273 EA0273.The horizontal coordinates were scaled from a topographic map and have EA0273.an estimated accuracy of +/- 6 seconds. EA0273 EA0273.The orthometric height was determined by differential leveling EA0273.and adjusted by the National Geodetic Survey in June 1991. EA0273 EA0273.The geoid height was determined by GEOID99. EA0273 EA0273.The dynamic height is computed by dividing the NAVD 88 EA0273.geopotential number by the normal gravity value computed on the EA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0273.degrees latitude (g = 980.6199 gals.). EA0273 EA0273.The modeled gravity was interpolated from observed gravity values. EA0273 EA0273; North East Units Estimated Accuracy EA0273;SPC NC - 106,720. 835,770. MT (+/- 180 meters Scaled) EA0273 EA0273 SUPERSEDED SURVEY CONTROL EA0273 EA0273 NGVD 29 - 2.17 (m) 7.1 (f) COMPUTED 2 0 EA0273 EA0273.Superseded values are not recommended for survey control. EA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0273.See file dsdata.txt to determine how the superseded data were derived. EA0273 EA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD597393(NAD 83) EA0273_MARKER: DJ = TIDAL STATION DISK EA0273_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EA0273+WITH SETTING: PAVEMENT EA0273_STAMPING: HARKERS ID NO 2 1955 EA0273_MARK LOGO: CGS EA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0273+STABILITY: SURFACE MOTION EA0273 EA0273 HISTORY - Date Condition Report By EA0273 HISTORY - 1955 MONUMENTED CGS EA0273 HISTORY - 1982 GOOD NCGS EA0273 HISTORY - 20030203 GOOD USPSQD EA0273 EA0273 STATION DESCRIPTION EA0273 EA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 EA0273'1.2 MI SE FROM HARKERS ISLAND. EA0273'ABOUT 1.25 MILES SOUTHEAST ALONG COUNTY ROAD NO. 1335 FROM THE EA0273'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, 0.3 MILE NORTHWEST OF THE EA0273'END OF THE ROAD AT SHELL POINT, SET ON THE TOP OF THE EAST CORNER EA0273'OF A CONCRETE MOTEL PORCH OWNED BY WILLARD HILL, 32.4 FEET SOUTHWEST EA0273'OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF THE NORTH CORNER EA0273'OF THE MOTEL BUILDING, 0.4 FOOT NORTHWEST OF THE NORTHWEST WALL OF EA0273'BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE ROAD, TIDAL STATION EA0273'NO. 37A, HARKERS ISLAND, NORTH CAROLINA. EA0273 EA0273 STATION RECOVERY (1982) EA0273 EA0273'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0273'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0273 EA0273 STATION RECOVERY (2003) EA0273 EA0273'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0273'MOTEL IS NOW CALICO JACK'S MOTEL AND MARINA. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0100 *********************************************************************** EA0100 DESIGNATION - A 239 EA0100 PID - EA0100 EA0100 STATE/COUNTY- NC/CARTERET EA0100 USGS QUAD - ATLANTIC (1949) EA0100 EA0100 *CURRENT SURVEY CONTROL EA0100 ___________________________________________________________________ EA0100* NAD 83(1986)- 34 58 19. (N) 076 18 29. (W) SCALED EA0100* NAVD 88 - 0.999 (meters) 3.28 (feet) POSTED EA0100 ___________________________________________________________________ EA0100 GEOID HEIGHT- -37.78 (meters) GEOID99 EA0100 DYNAMIC HT - 1.000 (meters) 3.28 (feet) COMP EA0100 MODELED GRAV- 979,734.1 (mgal) NAVD 88 EA0100 EA0100 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0100 EA0100.The horizontal coordinates were scaled from a topographic map and have EA0100.an estimated accuracy of +/- 6 seconds. EA0100 EA0100.The orthometric height was determined by differential leveling EA0100.and adjusted by the National Geodetic Survey in 1992. EA0100.No vertical observational check was made to the station. EA0100.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0100.was located on a no-check spur therefore a value was not computed. EA0100 EA0100.The geoid height was determined by GEOID99. EA0100 EA0100.The dynamic height is computed by dividing the NAVD 88 EA0100.geopotential number by the normal gravity value computed on the EA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0100.degrees latitude (g = 980.6199 gals.). EA0100 EA0100.The modeled gravity was interpolated from observed gravity values. EA0100 EA0100; North East Units Estimated Accuracy EA0100;SPC NC - 138,880. 855,370. MT (+/- 180 meters Scaled) EA0100 EA0100 SUPERSEDED SURVEY CONTROL EA0100 EA0100 NGVD 29 - 1.299 (m) 4.26 (f) ADJ UNCH 3 0 EA0100 EA0100.Superseded values are not recommended for survey control. EA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0100.See file dsdata.txt to determine how the superseded data were derived. EA0100 EA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD805707(NAD 83) EA0100_MARKER: DB = BENCH MARK DISK EA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0100_STAMPING: A 239 1947 EA0100_MARK LOGO: CGS EA0100_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0100+STABILITY: SURFACE MOTION EA0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0100+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0100 EA0100 HISTORY - Date Condition Report By EA0100 HISTORY - 1947 MONUMENTED CGS EA0100 HISTORY - 1979 GOOD USE EA0100 HISTORY - 1982 GOOD NCGS EA0100 HISTORY - 19980330 GOOD NCGS EA0100 HISTORY - 20030203 GOOD USPSQD EA0100 EA0100 STATION DESCRIPTION EA0100 EA0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0100'9.3 MI NE FROM ATLANTIC. EA0100'9.3 MILES FROM ATLANTIC VIA CEDAR ISLAND ROAD TO MARK, 2.2 FEET EA0100'WEST OF POWER POLE 356, 29.4 FEET SOUTHEAST OF THE CENTERLINE OF EA0100'CEDAR ISLAND ROAD, 1.0 FOOT WEST OF A WHITE REFERENCE POST. EA0100'A STANDARD DISK SET IN THE TOP OF AN 8 IN CONCRETE POST PROJECTING EA0100'1 INCH ABOVE GROUND. EA0100 EA0100 STATION RECOVERY (1979) EA0100 EA0100'RECOVERY NOTE BY US ENGINEERS 1979 EA0100'RECOVERED IN GOOD CONDITION. EA0100 EA0100 STATION RECOVERY (1982) EA0100 EA0100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0100'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0100'THE DESCRIPTION IS ADEQUATE EXCEPT THE WITNESS POST NO LONGER EXISTS, EA0100'OLD POWER POLE NO. 356 HAS BEEN REPLACED, ALSO ROAD HAS BEEN WIDENED. EA0100'MARK IS NOW 34.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, 4.0 FEET WEST EA0100'OF A POWER POLE WITH REFERENCE TAG AND 84.0 FEET WEST OF A 15-INCH EA0100'PINE WITH REFERENCE TAG. EA0100 EA0100 STATION RECOVERY (1998) EA0100 EA0100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EA0100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS 9.6 EA0100'MI (15.4 KM) FROM ATLANTIC VIA CEDAR ISLAND ROAD. MARK IS FLUSH WITH EA0100'THE GROUND. LOCATED 34.2 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF EA0100'CEDAR ISLAND ROAD, 5.2 FT (1.6 M) WEST OF A POWER POLE WITH REFERENCE EA0100'TAG AND 61.2 FT (18.7 M) SOUTH AND ACROSS ROAD FROM GUY POLE WITH EA0100'REFERENCE TAG. EA0100 EA0100 STATION RECOVERY (2003) EA0100 EA0100'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0100'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7494 *********************************************************************** AC7494 DESIGNATION - ALEX AC7494 PID - AC7494 AC7494 STATE/COUNTY- NC/CARTERET AC7494 USGS QUAD - SWANSBORO (1994) AC7494 AC7494 *CURRENT SURVEY CONTROL AC7494 ___________________________________________________________________ AC7494* NAD 83(1986)- 34 39 43.00847(N) 077 03 41.27098(W) ADJUSTED AC7494* NAVD 88 - 4.709 (meters) 15.45 (feet) ADJUSTED AC7494 ___________________________________________________________________ AC7494 LAPLACE CORR- -1.07 (seconds) DEFLEC99 AC7494 GEOID HEIGHT- -37.12 (meters) GEOID99 AC7494 DYNAMIC HT - 4.704 (meters) 15.43 (feet) COMP AC7494 MODELED GRAV- 979,713.6 (mgal) NAVD 88 AC7494 AC7494 HORZ ORDER - FIRST AC7494 VERT ORDER - SECOND CLASS II AC7494 AC7494.The North Carolina/South Carolina HARNS have been completed but, AC7494.due to contractual restrictions, coordinates for these stations AC7494.will NOT be published in the near future. In the interim, the AC7494.published coordinates in North and South Carolina will not be AC7494.consistent with the Continuously Operating Reference Stations AC7494.(CORS). The HARN coordinates for these stations are available AC7494.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7494.Lapine(803-896-7700). AC7494. AC7494.In addition, the published North and South Carolina positions AC7494.(NAD 83 (1986)) are NOT consistent with those determined in AC7494.adjacent state readjustments. The discontinuity between stations AC7494.located in North or South Carolina and those in adjacent states AC7494.which have been adjusted to the HARN may be as much as 5 AC7494.decimeters. This will result in a significant loss of accuracy AC7494.over lines crossing such state borders. AC7494 AC7494 AC7494.The horizontal coordinates were established by GPS observations AC7494.and adjusted by the National Geodetic Survey in March 1997. AC7494 AC7494.The orthometric height was determined by differential leveling AC7494.and adjusted by the National Geodetic Survey in May 1997. AC7494 AC7494.The Laplace correction was computed from DEFLEC99 derived deflections. AC7494 AC7494.The geoid height was determined by GEOID99. AC7494 AC7494.The dynamic height is computed by dividing the NAVD 88 AC7494.geopotential number by the normal gravity value computed on the AC7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7494.degrees latitude (g = 980.6199 gals.). AC7494 AC7494.The modeled gravity was interpolated from observed gravity values. AC7494 AC7494; North East Units Scale Converg. AC7494;SPC NC - 102,898.355 787,266.745 MT 0.99992521 +1 07 07.9 AC7494;UTM 18 - 3,837,488.454 311,103.107 MT 1.00003982 -1 10 22.0 AC7494 AC7494: Primary Azimuth Mark Grid Az AC7494:SPC NC - ERIC GPS 342 06 48.8 AC7494:UTM 18 - ERIC GPS 344 24 18.7 AC7494 AC7494|---------------------------------------------------------------------| AC7494| PID Reference Object Distance Geod. Az | AC7494| dddmmss.s | AC7494| EA3913 ERIC GPS APPROX. 0.5 KM 3431356.7 | AC7494|---------------------------------------------------------------------| AC7494 AC7494 SUPERSEDED SURVEY CONTROL AC7494 AC7494.No superseded survey control is available for this station. AC7494 AC7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1110337488(NAD 83) AC7494_MARKER: DH = HORIZONTAL CONTROL DISK AC7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7494_STAMPING: ALEX 1992 AC7494_MARK LOGO: NCGS AC7494_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7494+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7494 AC7494 HISTORY - Date Condition Report By AC7494 HISTORY - 1992 MONUMENTED NCGS AC7494 HISTORY - 20030205 GOOD USPSQD AC7494 AC7494 STATION DESCRIPTION AC7494 AC7494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7494'STATION IS LOCATED IN WESTERN EMERALD ISLE.$ALONG NC 58 (EMERALD AC7494'DRIVE) FOR 1.70 MI (2.74 KM) WEST FROM THE POST OFFICE IN EMERALD AC7494'ISLE, ON THE WEST SIDE ON NC 58, ABOUT 0.4 MI (0.6 KM) SOUTH OF THE AC7494'SOUTH END OF THE HIGH RISE BRIDGE OVER BOGUE SOUND AND 0.1 MI (0.2 KM) AC7494'NORTH OF COAST GUARD ROAD.$MARK IS FLUSH WITH GROUND AND LEVEL WITH NC AC7494'58. LOCATED 80.7 FT (24.6 M) SOUTHWEST OF THE CENTERLINE OF NC 58, AC7494'10.0 FT (3.0 M) NORTHEAST OF A METAL FLAG POLE--AND 30.1 FT (9.2 M) AC7494'EAST-SOUTHEAST OF A POWER POLE, 2.4 FT (0.7 M) SOUTHWEST OF THE AC7494'EASTERN MOST SIGN POST (WELCOME TO EMERALD ISLE), 28.2 FT (8.6 M) AC7494'NORTHEAST OF 9-INCH PINE--ALL WITH REFERENCE TAGS. AC7494 AC7494 STATION RECOVERY (2003) AC7494 AC7494'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7494'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1797 *********************************************************************** EA1797 DESIGNATION - ARENDELL NCGS 1968 EA1797 PID - EA1797 EA1797 STATE/COUNTY- NC/CARTERET EA1797 USGS QUAD - BEAUFORT (1987) EA1797 EA1797 *CURRENT SURVEY CONTROL EA1797 ___________________________________________________________________ EA1797* NAD 83(1986)- 34 43 21.97559(N) 076 43 52.52083(W) ADJUSTED EA1797* NAVD 88 - 4.7 (meters) 15. (feet) VERTCON EA1797 ___________________________________________________________________ EA1797 LAPLACE CORR- -0.39 (seconds) DEFLEC99 EA1797 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1797 EA1797 HORZ ORDER - SECOND EA1797 EA1797.The North Carolina/South Carolina HARNS have been completed but, EA1797.due to contractual restrictions, coordinates for these stations EA1797.will NOT be published in the near future. In the interim, the EA1797.published coordinates in North and South Carolina will not be EA1797.consistent with the Continuously Operating Reference Stations EA1797.(CORS). The HARN coordinates for these stations are available EA1797.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1797.Lapine(803-896-7700). EA1797. EA1797.In addition, the published North and South Carolina positions EA1797.(NAD 83 (1986)) are NOT consistent with those determined in EA1797.adjacent state readjustments. The discontinuity between stations EA1797.located in North or South Carolina and those in adjacent states EA1797.which have been adjusted to the HARN may be as much as 5 EA1797.decimeters. This will result in a significant loss of accuracy EA1797.over lines crossing such state borders. EA1797 EA1797 EA1797.The horizontal coordinates were established by classical geodetic methods EA1797.and adjusted by the National Geodetic Survey in July 1986. EA1797 EA1797.The NAVD 88 height was computed by applying the VERTCON shift value to EA1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1797 EA1797.The Laplace correction was computed from DEFLEC99 derived deflections. EA1797 EA1797.The geoid height was determined by GEOID99. EA1797 EA1797; North East Units Scale Converg. EA1797;SPC NC - 110,284.889 817,371.054 MT 0.99991492 +1 18 34.0 EA1797;UTM 18 - 3,843,664.533 341,480.534 MT 0.99990972 -0 59 10.8 EA1797 EA1797: Primary Azimuth Mark Grid Az EA1797:SPC NC - HOWARD NCGS 1968 093 52 12.0 EA1797:UTM 18 - HOWARD NCGS 1968 096 09 56.8 EA1797 EA1797|---------------------------------------------------------------------| EA1797| PID Reference Object Distance Geod. Az | EA1797| dddmmss.s | EA1797| EA1858 HOWARD NCGS 1968 APPROX. 0.9 KM 0951046.0 | EA1797| EA1840 EDWIN NCGS 1968 144.248 METERS 09533 | EA1797| EA0119 PARK 201.473 METERS 18453 | EA1797|---------------------------------------------------------------------| EA1797 EA1797 SUPERSEDED SURVEY CONTROL EA1797 EA1797 NAD 27 - 34 43 21.39530(N) 076 43 53.76264(W) AD( ) 2 EA1797 NGVD 29 - 5.0 (m) 16. (f) VERT ANG EA1797 EA1797.Superseded values are not recommended for survey control. EA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1797.See file dsdata.txt to determine how the superseded data were derived. EA1797 EA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4148143665(NAD 83) EA1797_MARKER: DE = TRAVERSE STATION DISK EA1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1797+STABILITY: SURFACE MOTION EA1797 EA1797 HISTORY - Date Condition Report By EA1797 HISTORY - 1968 MONUMENTED NCGS EA1797 HISTORY - 1973 GOOD NGS EA1797 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1797 EA1797 STATION DESCRIPTION EA1797 EA1797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1797'ARENDELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1797'THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1797' EA1797'ARENDELL IS LOCATED APPROXIMATELY 0.9 MILES WEST OF THE CENTER OF EA1797'MOREHEAD CITY. STATION IS IN MOREHEAD CITY AT THE INTERSECTION OF EA1797'21ST ST. AND ARENDELL ST., AT THE NORTHWEST QUADRANT OF EA1797'INTERSECTION OF EAST BOUND LANE WITH 21ST ST., BETWEEN ATLANTIC AND EA1797'EAST CAROLINA RR AND ARENDELL ST. EA1797' EA1797'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1797'ARENDELL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1797'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA1797' EA1797'MARK IS-- EA1797' EA1797'28.2 FT W C/L OF INTERSECTION OF RR AND 21ST ST. EA1797' EA1797'5.8 FT S OF S RAIL OF RR TRACKS. EA1797' EA1797'31.0 FT SW OF MANHOLE COVER ON SOUTH SIDE OF W BOUND LANE. EA1797' EA1797'60.0 FT S OF TP 107 WITH ALUMINUM REF. TAG IN NW QUADRANT OF EA1797'INTERSECTION OF 21ST ST. AND W BOUND LANE. EA1797' EA1797'50.2 FT NE OF FIRE HYDRANT IN SW QUADRANT OF INTERSECTION OF 21ST EA1797'ST. AND SE BOUND LANE. EA1797 EA1797 STATION RECOVERY (1973) EA1797 EA1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1797'STATION WAS RECOVERED AS DESCRIBED IN 1968 RECOVERY NOTE BY CBM. EA1797 EA1797 STATION RECOVERY (2003) EA1797 EA1797'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1797'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7531 *********************************************************************** AC7531 DESIGNATION - ATLANTIC BEACH EAST TANK AC7531 PID - AC7531 AC7531 STATE/COUNTY- NC/CARTERET AC7531 USGS QUAD - AC7531 AC7531 *CURRENT SURVEY CONTROL AC7531 ___________________________________________________________________ AC7531* NAD 83(1986)- 34 41 59.58707(N) 076 44 15.86423(W) ADJUSTED AC7531* NAVD 88 - AC7531 ___________________________________________________________________ AC7531 LAPLACE CORR- -0.51 (seconds) DEFLEC99 AC7531 GEOID HEIGHT- -37.44 (meters) GEOID99 AC7531 AC7531 HORZ ORDER - THIRD AC7531 AC7531.The North Carolina/South Carolina HARNS have been completed but, AC7531.due to contractual restrictions, coordinates for these stations AC7531.will NOT be published in the near future. In the interim, the AC7531.published coordinates in North and South Carolina will not be AC7531.consistent with the Continuously Operating Reference Stations AC7531.(CORS). The HARN coordinates for these stations are available AC7531.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7531.Lapine(803-896-7700). AC7531. AC7531.In addition, the published North and South Carolina positions AC7531.(NAD 83 (1986)) are NOT consistent with those determined in AC7531.adjacent state readjustments. The discontinuity between stations AC7531.located in North or South Carolina and those in adjacent states AC7531.which have been adjusted to the HARN may be as much as 5 AC7531.decimeters. This will result in a significant loss of accuracy AC7531.over lines crossing such state borders. AC7531 AC7531 AC7531.The horizontal coordinates were established by classical geodetic methods AC7531.and adjusted by the National Geodetic Survey in December 1997. AC7531 AC7531 AC7531.The Laplace correction was computed from DEFLEC99 derived deflections. AC7531 AC7531.The geoid height was determined by GEOID99. AC7531 AC7531; North East Units Scale Converg. AC7531;SPC NC - 107,733.375 816,835.180 MT 0.99991866 +1 18 20.6 AC7531;UTM 18 - 3,841,136.545 340,842.897 MT 0.99991222 -0 59 22.1 AC7531 AC7531 SUPERSEDED SURVEY CONTROL AC7531 AC7531.No superseded survey control is available for this station. AC7531 AC7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4084341137(NAD 83) AC7531_MARKER: 53 = ELEVATED TANK AC7531_SETTING: 0 = UNSPECIFIED SETTING AC7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7531+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7531 AC7531 HISTORY - Date Condition Report By AC7531 HISTORY - 1992 FIRST OBSERVED NCGS AC7531 HISTORY - 19960214 GOOD NCGS AC7531 HISTORY - 20030205 GOOD USPSQD AC7531 AC7531 STATION DESCRIPTION AC7531 AC7531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RLC) AC7531'STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF MOREHEAD CITY, IN AC7531'ATLANTIC BEACH.$PROCEED ALONG MOREHEAD AVENUE FOR 0.7 MI (1.1 KM) AC7531'SOUTH FROM THE SOUTH END OF ATLANTIC BEACH BRIDGE TO FORT MACON AC7531'BOULEVARD, THENCE EAST ALONG FORT MACON BOULEVARD FOR 0.1 MI (0.2 KM) AC7531'TO BEAUFORT AVENUE, THENCE SOUTH ALONG BEAUFORT AVENUE FOR ONE BLOCK AC7531'TO EAST BOGUE BOULEVARD, THENCE WEST ALONG EAST BOGUE BOULEVARD FOR AC7531'ONE BLOCK TO EAST DRIVE AND THE LIGHT BLUE WATER TANK, IN THE AC7531'SOUTHEAST CORNER OF THE INTERSECTION.$TANK IS SUPPORTED BY A SINGLE AC7531'COLUMN AND IS THE EAST MOST OF 2 IN ATLANTIC BEACH. WELCOME ATLANTIC AC7531'BEACH--IS ON THE TANK IN DARK BLUE SCRIPT. AC7531 AC7531 STATION RECOVERY (2003) AC7531 AC7531'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7531'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1584 *********************************************************************** EA1584 DESIGNATION - ATLANTIC METH CHURCH SPIRE EA1584 PID - EA1584 EA1584 STATE/COUNTY- NC/CARTERET EA1584 USGS QUAD - ATLANTIC (1949) EA1584 EA1584 *CURRENT SURVEY CONTROL EA1584 ___________________________________________________________________ EA1584* NAD 83(1986)- 34 52 57.29565(N) 076 20 25.72420(W) ADJUSTED EA1584* NAVD 88 - EA1584 ___________________________________________________________________ EA1584 LAPLACE CORR- -1.00 (seconds) DEFLEC99 EA1584 GEOID HEIGHT- -37.76 (meters) GEOID99 EA1584 EA1584 HORZ ORDER - THIRD EA1584 EA1584.The North Carolina/South Carolina HARNS have been completed but, EA1584.due to contractual restrictions, coordinates for these stations EA1584.will NOT be published in the near future. In the interim, the EA1584.published coordinates in North and South Carolina will not be EA1584.consistent with the Continuously Operating Reference Stations EA1584.(CORS). The HARN coordinates for these stations are available EA1584.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1584.Lapine(803-896-7700). EA1584. EA1584.In addition, the published North and South Carolina positions EA1584.(NAD 83 (1986)) are NOT consistent with those determined in EA1584.adjacent state readjustments. The discontinuity between stations EA1584.located in North or South Carolina and those in adjacent states EA1584.which have been adjusted to the HARN may be as much as 5 EA1584.decimeters. This will result in a significant loss of accuracy EA1584.over lines crossing such state borders. EA1584 EA1584 EA1584.The horizontal coordinates were established by classical geodetic methods EA1584.and adjusted by the National Geodetic Survey in July 1986. EA1584 EA1584 EA1584.The Laplace correction was computed from DEFLEC99 derived deflections. EA1584 EA1584.The geoid height was determined by GEOID99. EA1584 EA1584; North East Units Scale Converg. EA1584;SPC NC - 128,894.086 852,675.292 MT 0.99989322 +1 32 06.0 EA1584;UTM 18 - 3,860,841.601 377,500.703 MT 0.99978495 -0 46 00.2 EA1584 EA1584 SUPERSEDED SURVEY CONTROL EA1584 EA1584 NAD 27 - 34 52 56.71000(N) 076 20 27.02800(W) AD( ) 3 EA1584 EA1584.Superseded values are not recommended for survey control. EA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1584.See file dsdata.txt to determine how the superseded data were derived. EA1584 EA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7750160842(NAD 83) EA1584_MARKER: 90 = CHURCH SPIRE EA1584 EA1584 HISTORY - Date Condition Report By EA1584 HISTORY - 1933 FIRST OBSERVED CGS EA1584 HISTORY - 1947 GOOD CGS EA1584 HISTORY - 20030203 MARK NOT FOUND USPSQD EA1584 EA1584 STATION DESCRIPTION EA1584 EA1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1584'STATION RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS-- EA1584' EA1584'STATION IS SPIRE OF METHODIST CHURCH IN ATLANTIC, N.C. EA1584 EA1584 STATION RECOVERY (2003) EA1584 EA1584'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1584'OLD CHURCH HAS BEEN REPLACED BY A NEW CHURCH BUILDING WITH NO SPIRE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0101 *********************************************************************** EA0101 DESIGNATION - B 239 EA0101 PID - EA0101 EA0101 STATE/COUNTY- NC/CARTERET EA0101 USGS QUAD - ATLANTIC (1949) EA0101 EA0101 *CURRENT SURVEY CONTROL EA0101 ___________________________________________________________________ EA0101* NAD 83(1986)- 34 59 17. (N) 076 18 24. (W) SCALED EA0101* NAVD 88 - 2.424 (meters) 7.95 (feet) POSTED EA0101 ___________________________________________________________________ EA0101 GEOID HEIGHT- -37.79 (meters) GEOID99 EA0101 DYNAMIC HT - 2.420 (meters) 7.94 (feet) COMP EA0101 MODELED GRAV- 979,734.8 (mgal) NAVD 88 EA0101 EA0101 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0101 EA0101.The horizontal coordinates were scaled from a topographic map and have EA0101.an estimated accuracy of +/- 6 seconds. EA0101 EA0101.The orthometric height was determined by differential leveling EA0101.and adjusted by the National Geodetic Survey in 1992. EA0101.No vertical observational check was made to the station. EA0101.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0101.was located on a no-check spur therefore a value was not computed. EA0101 EA0101.The geoid height was determined by GEOID99. EA0101 EA0101.The dynamic height is computed by dividing the NAVD 88 EA0101.geopotential number by the normal gravity value computed on the EA0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0101.degrees latitude (g = 980.6199 gals.). EA0101 EA0101.The modeled gravity was interpolated from observed gravity values. EA0101 EA0101; North East Units Estimated Accuracy EA0101;SPC NC - 140,670. 855,450. MT (+/- 180 meters Scaled) EA0101 EA0101 SUPERSEDED SURVEY CONTROL EA0101 EA0101 NGVD 29 - 2.724 (m) 8.94 (f) ADJ UNCH 3 0 EA0101 EA0101.Superseded values are not recommended for survey control. EA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0101.See file dsdata.txt to determine how the superseded data were derived. EA0101 EA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD807724(NAD 83) EA0101_MARKER: DB = BENCH MARK DISK EA0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0101_STAMPING: B 239 1947 EA0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0101+STABILITY: SURFACE MOTION EA0101 EA0101 HISTORY - Date Condition Report By EA0101 HISTORY - 1947 MONUMENTED CGS EA0101 HISTORY - 1982 MARK NOT FOUND NCGS EA0101 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0101 EA0101 STATION DESCRIPTION EA0101 EA0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0101'10.9 MI NE FROM ATLANTIC. EA0101'10.9 MILES NORTHEAST FROM ATLANTIC VIA CEDAR ISLAND ROAD TO EA0101'MARK, 2.5 FEET SOUTHEAST OF A 3 INCH PINE TREE, 19.6 FEET EA0101'NORTHWEST OF THE CENTERLINE OF A ROAD RUNNING NORTH, 31.1 FEET EA0101'NORTHEAST OF THE CENTERLINE OF CEDAR ISLAND ROAD. A POWER LINE EA0101'PASSES OVER STATION, 1.5 FEET WEST OF WHITE REFERENCE POST. A EA0101'STANDARD DISK SET IN THE TOP OF AN 8 INCH CONCRETE POST EA0101'PROJECTING 1 INCH ABOVE GROUND. EA0101 EA0101 STATION RECOVERY (1982) EA0101 EA0101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0101'REFERENCES ARE INSUFFICIENT. SEARCHED FOR 1 HOUR. EA0101 EA0101 STATION RECOVERY (2003) EA0101 EA0101'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0101'NO WHITE REFERENCE POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1945 *********************************************************************** EA1945 DESIGNATION - B 3 BATTERY 7 1943 EA1945 PID - EA1945 EA1945 STATE/COUNTY- NC/CARTERET EA1945 USGS QUAD - MANSFIELD (1994) EA1945 EA1945 *CURRENT SURVEY CONTROL EA1945 ___________________________________________________________________ EA1945* NAD 83(1986)- 34 41 51.68113(N) 076 46 08.25840(W) ADJUSTED EA1945* NAVD 88 - 8. (meters) 26. (feet) SCALED EA1945 ___________________________________________________________________ EA1945 LAPLACE CORR- -0.51 (seconds) DEFLEC99 EA1945 GEOID HEIGHT- -37.43 (meters) GEOID99 EA1945 EA1945 HORZ ORDER - SECOND EA1945 EA1945.The North Carolina/South Carolina HARNS have been completed but, EA1945.due to contractual restrictions, coordinates for these stations EA1945.will NOT be published in the near future. In the interim, the EA1945.published coordinates in North and South Carolina will not be EA1945.consistent with the Continuously Operating Reference Stations EA1945.(CORS). The HARN coordinates for these stations are available EA1945.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1945.Lapine(803-896-7700). EA1945. EA1945.In addition, the published North and South Carolina positions EA1945.(NAD 83 (1986)) are NOT consistent with those determined in EA1945.adjacent state readjustments. The discontinuity between stations EA1945.located in North or South Carolina and those in adjacent states EA1945.which have been adjusted to the HARN may be as much as 5 EA1945.decimeters. This will result in a significant loss of accuracy EA1945.over lines crossing such state borders. EA1945 EA1945 EA1945.The horizontal coordinates were established by classical geodetic methods EA1945.and adjusted by the National Geodetic Survey in July 1986. EA1945 EA1945.The orthometric height was scaled from a topographic map. EA1945 EA1945.The Laplace correction was computed from DEFLEC99 derived deflections. EA1945 EA1945.The geoid height was determined by GEOID99. EA1945 EA1945; North East Units Scale Converg. EA1945;SPC NC - 107,425.107 813,981.181 MT 0.99991903 +1 17 15.7 EA1945;UTM 18 - 3,840,942.813 337,978.845 MT 0.99992356 -1 00 25.9 EA1945 EA1945: Primary Azimuth Mark Grid Az EA1945:SPC NC - MOREHEAD CITY STANDPIPE 063 16 23.7 EA1945:UTM 18 - MOREHEAD CITY STANDPIPE 065 34 05.3 EA1945 EA1945|---------------------------------------------------------------------| EA1945| PID Reference Object Distance Geod. Az | EA1945| dddmmss.s | EA1945| EA1972 MOREHEAD CITY SEC BASE OBS TWR APPROX. 3.2 KM 0253752.2 | EA1945| EA1883 MOREHEAD CITY STANDPIPE APPROX. 6.1 KM 0643339.4 | EA1945| EA1973 MOREHEAD CITY VILLA HOTEL TK APPROX. 3.9 KM 3355305.3 | EA1945|---------------------------------------------------------------------| EA1945 EA1945 SUPERSEDED SURVEY CONTROL EA1945 EA1945 NAD 27 - 34 41 51.10152(N) 076 46 09.49200(W) AD( ) 2 EA1945 EA1945.Superseded values are not recommended for survey control. EA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1945.See file dsdata.txt to determine how the superseded data were derived. EA1945 EA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3797940943(NAD 83) EA1945_MARKER: DS = TRIANGULATION STATION DISK EA1945_SETTING: 0 = UNSPECIFIED SETTING EA1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1945 EA1945 HISTORY - Date Condition Report By EA1945 HISTORY - 1943 MONUMENTED CGS EA1945 HISTORY - 1973 MARK NOT FOUND NGS EA1945 HISTORY - 20030205 MARK NOT FOUND USPSQD EA1945 EA1945 STATION DESCRIPTION EA1945 EA1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1945'THE STATION IS LCOATED ON BOGUE BANKS, ABOUT 1-1/2 MI. W OF EA1945'ATLANTIC BEACH, AND IS ABOUT MIDWAY BETWEEN E-W ISLAND ROAD AND EA1945'THE SEASHORE. IT IS ABOUT 65 FT. S OF A SAND-TRACK ROAD THAT EA1945'LEADS OFF TO THE LEFT FROM THE MAIN ROAD, AND ABOUT 60 FT. N OF EA1945'A SMALL HOUSE THAT IS LOCATED MIDWAY BETWEEN THE HIGH SAND EA1945'DUNES AND THE STATION. THE MARK IS UNDER THE U.S. ARMYS EA1945'50-FT. PORTABLE (FOUR-LEG) STEEL OBSERVATION TOWER. THE TOWER EA1945'IS IN A DEPRESSION IN THE SAND DUNES, AND THE DUNES ARE EA1945'COVERED WITH BRUSH AND SCRUB TREES. MARK IS A BRONZE DISK EA1945'THAT BEARS A TRIANGLE WITH POINT IN THE CENTER AND THE EA1945'LETTERING HARBOR DEFENSES OF BEAUFORT INLET-1942-B -6. EA1945'IT IS SET IN THE TOP OF A 10-IN. CONCRETE FILLED TILE AND EA1945'PROJECTS ABOUT 2 IN. ABOVE GROUND. THERE IS AN UNDERGROUND EA1945'MARK. A 40-FT. WOOD TRIPOD WAS BUILT AND THE STEEL TOWER EA1945'WAS USED AS THE OBSERVERS PLATFORM. EA1945' EA1945'TO REACH THE STATION FROM THE FIRST Y IN THE PAVED ROAD (AFTER EA1945'ENTERING ATLANTIC BEACH), TAKE THE RIGHT FORK AND GO 0.1 MI. TO EA1945'HOTEL, TURN RIGHT ONTO A CONCRETE ROAD AND GO 0.25 MI. TO END EA1945'OF THE CONCRETE, TURN RIGHT AND FOLLOW MAIN ROAD W 1.45 MI., TURN EA1945'LEFT ONTO A SAND-TRACK ROAD AND GO ABOUT 0.1 MI. TO THE STATION. EA1945' EA1945'HEIGHT OF LIGHT ABOVE STATION MARK 12.2 METERS. EA1945 EA1945 STATION RECOVERY (1973) EA1945 EA1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1945'STATION WAS SEARCHED FOR, BUT NOT FOUND. EA1945 EA1945 STATION RECOVERY (2003) EA1945 EA1945'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1945'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1586 *********************************************************************** EA1586 DESIGNATION - BARKER EA1586 PID - EA1586 EA1586 STATE/COUNTY- NC/CARTERET EA1586 USGS QUAD - ATLANTIC (1949) EA1586 EA1586 *CURRENT SURVEY CONTROL EA1586 ___________________________________________________________________ EA1586* NAD 83(1986)- 34 53 09.79687(N) 076 19 49.11464(W) ADJUSTED EA1586* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1586 ___________________________________________________________________ EA1586 LAPLACE CORR- -1.05 (seconds) DEFLEC99 EA1586 GEOID HEIGHT- -37.76 (meters) GEOID99 EA1586 EA1586 HORZ ORDER - THIRD EA1586 EA1586.The North Carolina/South Carolina HARNS have been completed but, EA1586.due to contractual restrictions, coordinates for these stations EA1586.will NOT be published in the near future. In the interim, the EA1586.published coordinates in North and South Carolina will not be EA1586.consistent with the Continuously Operating Reference Stations EA1586.(CORS). The HARN coordinates for these stations are available EA1586.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1586.Lapine(803-896-7700). EA1586. EA1586.In addition, the published North and South Carolina positions EA1586.(NAD 83 (1986)) are NOT consistent with those determined in EA1586.adjacent state readjustments. The discontinuity between stations EA1586.located in North or South Carolina and those in adjacent states EA1586.which have been adjusted to the HARN may be as much as 5 EA1586.decimeters. This will result in a significant loss of accuracy EA1586.over lines crossing such state borders. EA1586 EA1586 EA1586.The horizontal coordinates were established by classical geodetic methods EA1586.and adjusted by the National Geodetic Survey in July 1986. EA1586 EA1586.The orthometric height was scaled from a topographic map. EA1586 EA1586.The Laplace correction was computed from DEFLEC99 derived deflections. EA1586 EA1586.The geoid height was determined by GEOID99. EA1586 EA1586; North East Units Scale Converg. EA1586;SPC NC - 129,304.094 853,594.163 MT 0.99989284 +1 32 27.1 EA1586;UTM 18 - 3,861,214.334 378,435.197 MT 0.99978214 -0 45 39.5 EA1586 EA1586: Primary Azimuth Mark Grid Az EA1586:SPC NC - HALL 031 57 49.3 EA1586:UTM 18 - HALL 034 15 55.9 EA1586 EA1586|---------------------------------------------------------------------| EA1586| PID Reference Object Distance Geod. Az | EA1586| dddmmss.s | EA1586| EA1589 HALL APPROX. 2.7 KM 0333016.4 | EA1586| EA1588 HALL POINT BEACON APPROX. 2.9 KM 0542001.9 | EA1586| EA1599 CORE ATLANTIC CG STA FLAGPOLE APPROX. 3.5 KM 1483138.3 | EA1586| EA1597 ATLANTIC BEACON APPROX. 1.4 KM 2010502.8 | EA1586| EA1603 STEEP POINT BEACON APPROX. 3.1 KM 2104758.6 | EA1586| EA1584 ATLANTIC METH CHURCH SPIRE APPROX. 1.0 KM 2472938.3 | EA1586| EA3186 BARKER RM 1 28.848 METERS 29956 | EA1586| EA3187 BARKER RM 2 18.104 METERS 35844 | EA1586|---------------------------------------------------------------------| EA1586 EA1586 SUPERSEDED SURVEY CONTROL EA1586 EA1586 NAD 27 - 34 53 09.21000(N) 076 19 50.42100(W) AD( ) 3 EA1586 EA1586.Superseded values are not recommended for survey control. EA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1586.See file dsdata.txt to determine how the superseded data were derived. EA1586 EA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7843561214(NAD 83) EA1586_MARKER: DS = TRIANGULATION STATION DISK EA1586_SETTING: 0 = UNSPECIFIED SETTING EA1586 EA1586 HISTORY - Date Condition Report By EA1586 HISTORY - 1932 MONUMENTED CGS EA1586 HISTORY - 1947 GOOD CGS EA1586 HISTORY - 1962 MARK NOT FOUND CGS EA1586 HISTORY - 20030203 MARK NOT FOUND USPSQD EA1586 EA1586 STATION DESCRIPTION EA1586 EA1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM) EA1586'ON THE W SHORE OF CORE SOUND, ON WHITE POINT, ABOUT 1/2 EA1586'MILE ENE OF VILLAGE OF ATLANTIC. THE STATION IS ON THE HIGHEST EA1586'PART OF THE SAND CLIFF WHICH IS COVERED WITH SMALL LIVE OAK TREES, EA1586'68 YARDS SSE FROM A ONE-STORY HOUSE AND 25 METERS FROM WATER LINE. EA1586' EA1586'STATION MARK IS A BRONZE STATION DISK STAMPED BARKER EA1586'1932, SET IN AN 8-INCH TILE WHICH IS EMBEDDED IN THE GROUND. EA1586' EA1586'THE SUBSURFACE MARK IS A 20D NAIL, POINT UP, IN AN 8- BY 12-INCH EA1586'CONCRETE PIPE. EA1586' EA1586'REFERENCE MARK 1 IS INSHORE FROM THE STATION. IT IS A BRONZE EA1586'REFERENCE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF TILE EA1586'WHICH IS EMBEDDED IN THE GROUND. EA1586' EA1586'REFERENCE MARK 2 IS 33 METERS FROM THE WATER LINE, IN HEAVILY EA1586'WOODED AREA N OF THE STATION. IT IS A BRONZE REFERENCE DISK SET IN EA1586'CONCRETE AT THE CENTER OF THE TOP OF TILE WHICH IS EMBEDDED IN THE EA1586'GROUND. EA1586' EA1586'HEIGHT OF LIGHT ABOVE STATION MARK 7.10 METERS. EA1586 EA1586 STATION RECOVERY (1947) EA1586 EA1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1586'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION COMPLETE AND EA1586'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-- EA1586' EA1586'CHANGE AND 25 METERS FROM THE WATER LINE TO AND 18.0 METERS EA1586'FROM THE MEAN HIGH-WATER LINE. EA1586' EA1586'CHANGE ON THE HIGHEST PART OF SAND CLIFF EA1586'TO 15.0 FEET ON THE SOUND SIDE OF THE HIGHEST POINT OF THE EA1586'SAND CLIFF, AND APPROXIMATELY 6 FEET BELOW IT IN ELEVATION AND EA1586'FLUSH WITH GROUND. EA1586 EA1586 STATION RECOVERY (1962) EA1586 EA1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA1586'THIS STATION APPEARS TO HAVE BEEN DESTROYED BY SHORE EROSION. R.M. EA1586'NO. 1 RECOVERED AND ITS POSITION WOULD INDICATE THAT THE EA1586'STATION HAS BEEN LOST. EA1586 EA1586 STATION RECOVERY (2003) EA1586 EA1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1586'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1801 *********************************************************************** EA1801 DESIGNATION - BAY NCGS 1968 EA1801 PID - EA1801 EA1801 STATE/COUNTY- NC/CARTERET EA1801 USGS QUAD - BEAUFORT (1987) EA1801 EA1801 *CURRENT SURVEY CONTROL EA1801 ___________________________________________________________________ EA1801* NAD 83(1986)- 34 43 31.36016(N) 076 43 45.99695(W) ADJUSTED EA1801* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON EA1801 ___________________________________________________________________ EA1801 LAPLACE CORR- -0.42 (seconds) DEFLEC99 EA1801 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1801 EA1801 HORZ ORDER - SECOND EA1801 EA1801.The North Carolina/South Carolina HARNS have been completed but, EA1801.due to contractual restrictions, coordinates for these stations EA1801.will NOT be published in the near future. In the interim, the EA1801.published coordinates in North and South Carolina will not be EA1801.consistent with the Continuously Operating Reference Stations EA1801.(CORS). The HARN coordinates for these stations are available EA1801.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1801.Lapine(803-896-7700). EA1801. EA1801.In addition, the published North and South Carolina positions EA1801.(NAD 83 (1986)) are NOT consistent with those determined in EA1801.adjacent state readjustments. The discontinuity between stations EA1801.located in North or South Carolina and those in adjacent states EA1801.which have been adjusted to the HARN may be as much as 5 EA1801.decimeters. This will result in a significant loss of accuracy EA1801.over lines crossing such state borders. EA1801 EA1801 EA1801.The horizontal coordinates were established by classical geodetic methods EA1801.and adjusted by the National Geodetic Survey in July 1986. EA1801 EA1801.The NAVD 88 height was computed by applying the VERTCON shift value to EA1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1801 EA1801.The Laplace correction was computed from DEFLEC99 derived deflections. EA1801 EA1801.The geoid height was determined by GEOID99. EA1801 EA1801; North East Units Scale Converg. EA1801;SPC NC - 110,577.772 817,530.371 MT 0.99991451 +1 18 37.8 EA1801;UTM 18 - 3,843,950.798 341,651.454 MT 0.99990905 -0 59 07.3 EA1801 EA1801: Primary Azimuth Mark Grid Az EA1801:SPC NC - DANNY NCGS 1968 005 28 30.0 EA1801:UTM 18 - DANNY NCGS 1968 007 46 15.1 EA1801 EA1801|---------------------------------------------------------------------| EA1801| PID Reference Object Distance Geod. Az | EA1801| dddmmss.s | EA1801| EA1836 DANNY NCGS 1968 APPROX. 0.7 KM 0064707.8 | EA1801| EA1840 EDWIN NCGS 1968 303.963 METERS 18414 | EA1801|---------------------------------------------------------------------| EA1801 EA1801 SUPERSEDED SURVEY CONTROL EA1801 EA1801 NAD 27 - 34 43 30.77948(N) 076 43 47.23917(W) AD( ) 2 EA1801 NGVD 29 - 6.1 (m) 20. (f) VERT ANG EA1801 EA1801.Superseded values are not recommended for survey control. EA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1801.See file dsdata.txt to determine how the superseded data were derived. EA1801 EA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4165143951(NAD 83) EA1801_MARKER: DE = TRAVERSE STATION DISK EA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1801+STABILITY: SURFACE MOTION EA1801 EA1801 HISTORY - Date Condition Report By EA1801 HISTORY - 1968 MONUMENTED NCGS EA1801 HISTORY - 19960513 MARK NOT FOUND USPSQD EA1801 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1801 EA1801 STATION DESCRIPTION EA1801 EA1801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1801'BAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1801'VICINITY OF HAVELOCK, NORTH CAROLINA. EA1801' EA1801'BAY IS LOCATED APPROXIMATELY 0.8 MILES WNW OF THE CENTER OF EA1801'MOREHEAD CITY. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA1801'20TH ST. (SR 1176) WITH U.S. 70 (ARENDELL ST.) IN MOREHEAD CITY, GO EA1801'NORTH ON 20TH ST. FOR 0.2 MILES TO INTERSECTION OF BAY ST., AND EA1801'STATION. WHICH IN THE NORTHWEST QUADRANT OF INTERSECTION AND AT EA1801'SOUTHEAST CORNER OF CEMETERY. EA1801' EA1801'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAY EA1801'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA1801'FLUSH WITH THE SURFACE OF THE GROUND. EA1801' EA1801'MARK IS-- EA1801' EA1801'15.2 FT E OF C/L OF 20TH ST. EA1801' EA1801'23.8 FT N OF C/L OF BAY ST. EA1801' EA1801'2.2 FT SW OF PP WITH ALUMINUM REF. TAG IN NW QUAD OF INTERSECTION EA1801'AT SE CORNER OF CEMETERY. EA1801' EA1801'5.35 FT SW OF SE CORNER OF BRICK POST AT SE CORNER OF CEMETERY. EA1801' EA1801'8.8 FT ESE OF BRACE POLE IN NW QUADRANT OF INTERSECTION, AND WITH EA1801'ALUMINUM REF. TAG. EA1801' EA1801'50.8 FT NE OF PP 34 WITH ALUMINUM REF. TAG IN SW QUADRANT OF EA1801'INTERSECTION. EA1801' EA1801'45.4 FT N OF 4X4 POST WITH BAY ST. - 20TH ST. SIGN. EA1801' EA1801'8.9 FT E OF 2ND BRICK POST WEST OF CORNER. EA1801 EA1801 STATION RECOVERY (1996) EA1801 EA1801'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1801'MARK NOT FOUND. EA1801 EA1801 STATION RECOVERY (2003) EA1801 EA1801'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1801'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3075 *********************************************************************** EA3075 SACS - This is a Secondary Airport Control Station. EA3075 DESIGNATION - BEAUPORT AZ MK EA3075 PID - EA3075 EA3075 STATE/COUNTY- NC/CARTERET EA3075 USGS QUAD - BEAUFORT (1987) EA3075 EA3075 *CURRENT SURVEY CONTROL EA3075 ___________________________________________________________________ EA3075* NAD 83(2001)- 34 44 13.43100(N) 076 39 21.65506(W) ADJUSTED EA3075* NAVD 88 - 1.774 (meters) 5.82 (feet) ADJUSTED EA3075 ___________________________________________________________________ EA3075 X - 1,211,007.574 (meters) COMP EA3075 Y - -5,105,413.020 (meters) COMP EA3075 Z - 3,613,913.896 (meters) COMP EA3075 LAPLACE CORR- -0.91 (seconds) DEFLEC99 EA3075 ELLIP HEIGHT- -35.72 (meters) (02/10/03) GPS OBS EA3075 GEOID HEIGHT- -37.48 (meters) GEOID99 EA3075 DYNAMIC HT - 1.773 (meters) 5.82 (feet) COMP EA3075 MODELED GRAV- 979,716.2 (mgal) NAVD 88 EA3075 EA3075 HORZ ORDER - FIRST EA3075 VERT ORDER - SECOND CLASS II EA3075 ELLP ORDER - FOURTH CLASS II EA3075 EA3075.This mark is at Michael J Smith Fld Airport (MRH) EA3075 EA3075.The North Carolina/South Carolina HARNS have been completed but, EA3075.due to contractual restrictions, coordinates for these stations EA3075.will NOT be published in the near future. In the interim, the EA3075.published coordinates in North and South Carolina will not be EA3075.consistent with the Continuously Operating Reference Stations EA3075.(CORS). The HARN coordinates for these stations are available EA3075.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3075.Lapine(803-896-7700). EA3075. EA3075.In addition, the published North and South Carolina positions EA3075.(NAD 83 (1986)) are NOT consistent with those determined in EA3075.adjacent state readjustments. The discontinuity between stations EA3075.located in North or South Carolina and those in adjacent states EA3075.which have been adjusted to the HARN may be as much as 5 EA3075.decimeters. This will result in a significant loss of accuracy EA3075.over lines crossing such state borders. EA3075 EA3075 EA3075.The horizontal coordinates were established by GPS observations EA3075.and adjusted by the National Geodetic Survey in February 2003. EA3075.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EA3075.DATUM ITEM on the data sheet items page. EA3075 EA3075.The orthometric height was determined by differential leveling EA3075.and adjusted by the National Geodetic Survey in May 1996. EA3075 EA3075.The X, Y, and Z were computed from the position and the ellipsoidal ht. EA3075 EA3075.The Laplace correction was computed from DEFLEC99 derived deflections. EA3075 EA3075.The ellipsoidal height was determined by GPS observations EA3075.and is referenced to NAD 83. EA3075 EA3075.The geoid height was determined by GEOID99. EA3075 EA3075.The dynamic height is computed by dividing the NAVD 88 EA3075.geopotential number by the normal gravity value computed on the EA3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3075.degrees latitude (g = 980.6199 gals.). EA3075 EA3075.The modeled gravity was interpolated from observed gravity values. EA3075 EA3075; North East Units Scale Converg. EA3075;SPC NC - 112,030.019 824,222.827 MT 0.99991267 +1 21 10.4 EA3075;UTM 18 - 3,845,133.712 348,396.605 MT 0.99988328 -0 56 37.7 EA3075 EA3075: Primary Azimuth Mark Grid Az EA3075:SPC NC - BEAUPORT 173 48 05.7 EA3075:UTM 18 - BEAUPORT 176 05 53.8 EA3075 EA3075|---------------------------------------------------------------------| EA3075| PID Reference Object Distance Geod. Az | EA3075| dddmmss.s | EA3075| EA3068 BEAUPORT 478.598 METERS 1750916.1 | EA3075| AC7530 CARTERET CO COURTHOUSE TOWER APPROX. 2.0 KM 1961447.3 | EA3075|---------------------------------------------------------------------| EA3075 EA3075 SUPERSEDED SURVEY CONTROL EA3075 EA3075 NAD 83(1995)- 34 44 13.43104(N) 076 39 21.65477(W) AD( ) 1 EA3075 ELLIP HT - -35.74 (m) (08/23/00) GP( ) 4 2 EA3075 NAD 83(1986)- 34 44 13.44090(N) 076 39 21.66267(W) AD( ) 1 EA3075 NAD 83(1986)- 34 44 13.44090(N) 076 39 21.66267(W) AD( ) 3 EA3075 NAD 27 - 34 44 12.85966(N) 076 39 22.91556(W) AD( ) 3 EA3075 NGVD 29 - 2.1 (m) 7. (f) GPS OBS EA3075 EA3075.Superseded values are not recommended for survey control. EA3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3075.See file dsdata.txt to determine how the superseded data were derived. EA3075 EA3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4839745134(NAD 83) EA3075_MARKER: DZ = AZIMUTH MARK DISK EA3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3075_STAMPING: BEAUPORT 1986 EA3075_MARK LOGO: NGS EA3075_MAGNETIC: O = OTHER; SEE DESCRIPTION EA3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3075+STABILITY: SURFACE MOTION EA3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3075+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1999 EA3075 EA3075 HISTORY - Date Condition Report By EA3075 HISTORY - 1986 MONUMENTED NGS EA3075 HISTORY - 19870615 GOOD NGS EA3075 HISTORY - 19920924 GOOD NCGS EA3075 HISTORY - 19920924 GOOD NCGS EA3075 HISTORY - 19991115 GOOD NCGS EA3075 EA3075 STATION DESCRIPTION EA3075 EA3075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP) EA3075'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EA3075'NORTHWEST OF BEAUFORT AND AT THE BEAUFORD-MOREHEAD CITY AIRPORT. EA3075'OWNERSHIP--CARTERET COUNTY, MR JOHN BETTS, EA3075'AIRPORT MANAGER, CARTERET COUNTY COURTHOUSE, PO BOX 996, BEAUFORD EA3075'NC 28516, PH 919-728-3264. EA3075' EA3075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE EA3075'HIGHWAY 101 IN BEAUFORD, GO NORTH ON HIGHWAY 101 FOR 1.0 KM (0.65 EA3075'MI) TO A PAVED ROAD ON THE LEFT (NORTH 1 OF 2), AND AIRPORT SIGN. EA3075'TURN LEFT AND GO WESTERLY ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A EA3075'DOUBLE ACCESS CHAIN LINK GATE TO THE RUNWAYS ON THE RIGHT, JUST EA3075'BEFORE OPERATIONS BUILDING (AERO SERVICES), ALSO ON THE RIGHT. EA3075'TURN RIGHT AND PASS THROUGH THE GATES, CROSS APRON AND GO WESTERLY EA3075'FOR 0.2 KM (0.1 MI) TO STATION BEAUPORT IN A GRASSY AREA BEHIND EA3075'PLANE PARK, NEAR WINDSOCK. GO NORTH ALONG TAXIWAY FOR 0.5 KM (0.3 EA3075'MI) TO RUNWAY 21 AND THE STATION ON THE LEFT NEAR VASI LIGHT. EA3075' EA3075'THE STATION IS A STANDARD NGS DISK EA3075'STAMPED---BEAUPORT 1986---, EA3075'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EA3075'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EA3075'33.1 METERS (108.5 FT) EAST-SOUTHEAST FROM THE CENTER OF RUNWAY 21, EA3075'16.9 METERS (55.3 FT) SOUTH-SOUTHWEST FROM THE TAXIWAY AND EA3075'8.8 METERS (29.0 FT) NORTH FROM A VASI LIGHT. NO UNDERGROUND MARK EA3075'WAS SET. EA3075' EA3075'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH EA3075'CAROLINA, 1987. EA3075' EA3075'THIS STATION IS SUITABLE FOR GPS SURVEYS. EA3075' EA3075'DESCRIBED BY K.R. WALLACE. EA3075 EA3075 STATION RECOVERY (1987) EA3075 EA3075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RAH) EA3075'THE STATION IS LOCATED AT THE NORTHEAST END OF BEAUFORT-MOREHEAD CITY EA3075'AIRPORT AND IS NEAR THE RUNWAY ENDS OF 26 AND 21. THE STATION IS 33.9 EA3075'FT (10.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 55.2 FT EA3075'(16.8 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, 21.6 FT (6.6 M) EA3075'SOUTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF THE RUNWAY/TAXIWAY EA3075'INTERSECTION, 25.7 FT (7.8 M) NORTHWEST OF THE NORTHWEST LEG OF A TUBE EA3075'TYPE VASI LIGHT, AND 28.1 FT (8.6 M) NORTHEAST OF THE FIRST RUNWAY EA3075'LIGHT SOUTHEAST OF THE END OF RUNWAY 21. THE STATION IS A NGS AZIMUTH EA3075'STATION DISK STAMPED BEAUPORT AZ MK 1986 AND SET IN A CONCRETE POST EA3075'FLUSH WITH THE GROUND. EA3075 EA3075 STATION RECOVERY (1992) EA3075 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3075'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF BEAUFORT, ALONG EA3075'NC 101 AND ON THE BEAUFORT-MOREHEAD CITY AIRPORT. EA3075'OWNERSHIP--PUBLIC/CARTERET COUNTY, CARTERET COUNTY COURTHOUSE, EA3075'BEAUFORT, NC 28516, MR. JOHN BETTS-AIRPORT MANAGER, P.O. BOX 388, EA3075'BEAUFORT, NC 28516, PHONE NUMBER (919)728-3067, HOME (919)728-1777. EA3075'PROCEED NORTH ON NC 101 FOR 0.65 MI (1.05 KM) FROM THE JUNCTION WITH EA3075'US 70 (IN BEAUFORT) TO A PAVED ROAD SR 1212 (AIRIPORT ROAD) ON THE EA3075'LEFT (NORTH 1 OF 2) AND AIRPORT SIGN. TURN LEFT, GO WEST ON THE PAVED EA3075'ROAD FOR 0.2 MI (0.3 KM) TO A CHAIN LINK GATE TO RUNWAYS ON THE RIGHT, EA3075'JUST SOUTH OF BEAUFORT AVIATION BUILDING. TURN RIGHT, PASS THROUGH EA3075'GATE, CROSS APRON, AND PROCEED SOUTHWEST TOWARD TETRAHEDRON FOR 0.1 MI EA3075'(0.2 KM) TO NGS STATION--BEAUPORT--, IN THE GRASSY AREA BEHIND PLANE EA3075'PARK, EAST OF WINDSOCK. PROCEED NORTH ALONG THE TAXIWAY FOR 0.3 MI EA3075'(0.5 KM) TO RUNWAY 21 AND THE AZIMUTH MARK, ON THE LEFT, NEAR A VASI EA3075'LIGHT. MARK IS FLUSH WITH GROUND. LOCATED 108.5 FT (33.1 M) EA3075'EAST-SOUTHEAST FROM THE CENTER OF RUNWAY 21, 55.3 FT (16.9 M) EA3075'SOUTH-SOUTHWEST FROM THE TAXIWAY, AND 29.0 FT (8.8 M) NORTH OF THE EA3075'CENTER OF THE VASI LIGHT STRUCTURE. NOTE--AZIMUTH MARK ARROW POINTS EA3075'ABOUT 5 DEGREES EAST OF THE STATION. EA3075 EA3075 STATION RECOVERY (1992) EA3075 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3075'RECOVERED AS DESCRIBED. THE PAVED ROAD OFF NC 101 IS SR 1212 (AIRPORT EA3075'ROAD). EA3075 EA3075 STATION RECOVERY (1999) EA3075 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA3075'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING EA3075'CORRECTIONS. THE NEW NAME TO AIRPORT IS THE MICHAEL J. SMITH AIRPORT, EA3075'P.O. BOX 875, BEAUFORT, N.C. 28516. THE AIRPORT MANAGER IS JOHN P. EA3075'BETTS, TELEPHONE NUMBER 919-728-1928. STATION IS A STANDARD NGS AZMUTH EA3075'DISK STAMPED---BEAUPORT 1986---, SET IN TOP OF A ROUND CONCRETE EA3075'MONUMENT. VASI SYSTEM HAS BEEN REPLACED WITH A PAPI SYSTEM. THIS EA3075'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2169 *********************************************************************** EA2169 DESIGNATION - BELL RESET EA2169 PID - EA2169 EA2169 STATE/COUNTY- NC/CARTERET EA2169 USGS QUAD - SWANSBORO (1994) EA2169 EA2169 *CURRENT SURVEY CONTROL EA2169 ___________________________________________________________________ EA2169* NAD 83(1986)- 34 40 23.95278(N) 077 05 38.20059(W) ADJUSTED EA2169* NAVD 88 - 1.46 (+/-2cm) 4.8 (feet) VERTCON EA2169 ___________________________________________________________________ EA2169 LAPLACE CORR- -0.71 (seconds) DEFLEC99 EA2169 GEOID HEIGHT- -37.12 (meters) GEOID99 EA2169 EA2169 HORZ ORDER - THIRD EA2169 VERT ORDER - THIRD ? (See Below) EA2169 EA2169.The North Carolina/South Carolina HARNS have been completed but, EA2169.due to contractual restrictions, coordinates for these stations EA2169.will NOT be published in the near future. In the interim, the EA2169.published coordinates in North and South Carolina will not be EA2169.consistent with the Continuously Operating Reference Stations EA2169.(CORS). The HARN coordinates for these stations are available EA2169.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2169.Lapine(803-896-7700). EA2169. EA2169.In addition, the published North and South Carolina positions EA2169.(NAD 83 (1986)) are NOT consistent with those determined in EA2169.adjacent state readjustments. The discontinuity between stations EA2169.located in North or South Carolina and those in adjacent states EA2169.which have been adjusted to the HARN may be as much as 5 EA2169.decimeters. This will result in a significant loss of accuracy EA2169.over lines crossing such state borders. EA2169 EA2169 EA2169.The horizontal coordinates were established by classical geodetic methods EA2169.and adjusted by the National Geodetic Survey in July 1986. EA2169 EA2169.The NAVD 88 height was computed by applying the VERTCON shift value to EA2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2169.The vertical order pertains to the superseded datum. EA2169 EA2169.The Laplace correction was computed from DEFLEC99 derived deflections. EA2169 EA2169.The geoid height was determined by GEOID99. EA2169 EA2169; North East Units Scale Converg. EA2169;SPC NC - 104,102.088 784,266.080 MT 0.99992320 +1 06 00.4 EA2169;UTM 18 - 3,838,811.373 308,152.614 MT 1.00005366 -1 11 29.8 EA2169 EA2169: Primary Azimuth Mark Grid Az EA2169:SPC NC - MUD 2 109 53 28.0 EA2169:UTM 18 - MUD 2 112 10 58.2 EA2169 EA2169|---------------------------------------------------------------------| EA2169| PID Reference Object Distance Geod. Az | EA2169| dddmmss.s | EA2169| EA3206 BELL RP N 22.400 METERS 00246 | EA2169| EA3204 BELL RM 1 21.533 METERS 00348 | EA2169| EA2177 BOGUE SOUND BEACON 21 APPROX. 2.4 KM 0883011.3 | EA2169| EA2176 BOGUE SOUND BEACON 20 297.756 METERS 10619 | EA2169| EA2193 MUD 2 APPROX. 2.8 KM 1105928.4 | EA2169| EA3205 BELL RM 2 55.275 METERS 11513 | EA2169| EA3207 BELL RP S 23.270 METERS 18211 | EA2169| EA2171 BOGUE INLET CG S FLAGPOLE APPROX. 2.9 KM 1833137.5 | EA2169| EA2170 BOGUE INLET CG N FLAGPOLE APPROX. 2.9 KM 1843451.4 | EA2169| EA2248 WATER TANK NEAR STA QUEEN APPROX. 4.1 KM 2661121.9 | EA2169| EA2178 BOGUE SOUND BEACON 22 APPROX. 0.9 KM 2772942.9 | EA2169|---------------------------------------------------------------------| EA2169 EA2169 SUPERSEDED SURVEY CONTROL EA2169 EA2169 NAD 27 - 34 40 23.36900(N) 077 05 39.38400(W) AD( ) 3 EA2169 NGVD 29 - 1.78 (m) 5.8 (f) LEVELING 3 EA2169 EA2169.Superseded values are not recommended for survey control. EA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2169.See file dsdata.txt to determine how the superseded data were derived. EA2169 EA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0815338811(NAD 83) EA2169_MARKER: N = NAIL EA2169_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE EA2169 EA2169 HISTORY - Date Condition Report By EA2169 HISTORY - 1908 MONUMENTED CGS EA2169 HISTORY - 1915 GOOD CGS EA2169 HISTORY - 1933 SEE DESCRIPTION CGS EA2169 HISTORY - 1950 GOOD CGS EA2169 HISTORY - 1962 SEE DESCRIPTION CGS EA2169 HISTORY - 1965 SEE DESCRIPTION CGS EA2169 HISTORY - 20030205 MARK NOT FOUND USPSQD EA2169 EA2169 STATION DESCRIPTION EA2169 EA2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH) EA2169'BELL STATION IS IN FIELD OF MR. K. BELL, PROBABLY 175 METERS EA2169'(GUESS) EAST OF MOUTH OF CREEK WHICH MAKES ALONG THE SOUTH SIDE EA2169'OF HIS FIELD. IT IS ABOUT HALF WAY BETWEEN THE EDGE OF WATER AND EA2169'THE SOUTH SIDE OF AN OLD GRAVEYARD WHICH IS IN HIS FIELD. THREE EA2169'LIGHT WOOD POSTS WITH NAILS IN THEIR TOPS WERE SET IN LINE NEAR EA2169'THE WATERS EDGE AND POINTING TOWARD THE STATION. ONE LIGHT WOOD EA2169'POST WAS PLACED TO THE NORTHWARD OF THE STATION, AND ON S AND E EA2169'SIDE OF THE GRAVEYARD. A TREE ABOUT 6 INCHES IN DIAMETER IN EA2169'GRAVEYARD WAS BLAZED ON SIDE FACING STATION AND NAILS DRIVEN EA2169'IN BLAZE. THE STATION, THE THREE POSTS TO THE SOUTHWARD, THE EA2169'POST TO THE NORTHWARD, AND THE TREE ARE ALL VERY NEARLY ON EA2169'LINE. EA2169' EA2169'STATION IS MARKED BY 4-INCH DIAMETER PIPE BURIED 2 FEET BELOW EA2169'SURFACE. UPPER MARK IS 4-INCH DIAMETER PIPE ENCASED IN CEMENT EA2169'AND EVEN WITH TOP OF GROUND. COPPER NAIL IS IN CEMENT IN TOP OF EA2169'PIPE, AND LETTERS U.S. WERE SCRATCHED IN CEMENT AROUND PIPE. EA2169' EA2169'THIS IS LOCATED NEAR OLD STATION HICKORY POINT, A. I. WADSWORTH, EA2169'1855, REPORTED LOST. EA2169' EA2169'BELL IS NOT THE SAME AS BELLS PT. 2 REFERENCE MARK. EA2169 EA2169 STATION RECOVERY (1915) EA2169 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 EA2169'STATION IS AT THE W END OF BOGUE SOUND ON THE MAINLAND, N OF BOGUE EA2169'INLET AND E OF BANK CHANNEL, IN A FIELD BELONGING TO K. BELL, ABOUT EA2169'180 YARDS E OF THE MOUTH OF A CREEK WHICH MAKES ALONG THE S SIDE EA2169'OF THE FIELD, ABOUT MID-WAY BETWEEN THE EDGE OF THE WATER AND A EA2169'GRAVEYARD WHICH IS IN THE FIELD. EA2169' EA2169'THE SURFACE MARK IS A 4-INCH TILE FILLED WITH AND SET IN CONCRETE EA2169'WITH A COPPER NAIL IN THE TOP, AND THE LETTERS U.S. SCRATCHED ON EA2169'THE CONCRETE. EA2169' EA2169'THE UNDERGROUND MARK IS A 4-INCH DRAIN TILE BURIED 2 FEET BELOW EA2169'THE SURFACE. EA2169' EA2169'THREE LIGHT-WOOD POSTS WERE SET NEAR THE WATER IN LINE TOWARD EA2169'THE STATION. ANOTHER POST WAS PLACED TO THE N OF THE STATION AND EA2169'SE OF THE GRAVEYARD, AND A 6-INCH TREE IN THE GRAVEYARD WAS MARKED EA2169'WITH BLAZE AND NAILS. EA2169' EA2169'ALL THE POSTS, THE STATION, AND THE BLAZED TREE ARE NEARLY IN EA2169'LINE. THE THREE POSTS TOWARD THE WATER ARE, RESPECTIVELY, 20.5 EA2169'METERS (67.3 FEET), 22.0 METERS, (72.2 FEET), AND 23.3 METERS EA2169'(76.4 FEET) FROM THE STATION S 2 DEG 12 MIN W. EA2169' EA2169'THE OTHER POST AND THE TREE IN THE GRAVEYARD ARE, RESPECTIVELY, EA2169'22.4 METERS (73.5 FEET), AND 24.3 METERS (79.7 FEET) FROM THE EA2169'STATION N 2 DEG 47 MIN E. EA2169 EA2169 STATION RECOVERY (1933) EA2169 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO) EA2169'THIS STATION IS ON THE MAINLAND N OF BOGUE INLET, BANK CHANNEL, AND EA2169'THE INSIDE ROUTE CANAL AND IS W OF BEACON 20. EA2169' EA2169'SURFACE MARK WAS FOUND AS DESCRIBED AND WAS RE-MARKED WITH A EA2169'STANDARD DISK SET IN CONCRETE, ACCORDING TO NOTE 1C. IT IS STAMPED EA2169'BELL 1914-1933. THE LIGHT-WOOD POSTS WERE GONE. EA2169' EA2169'TWO REFERENCE MARKS WERE ESTABLISHED. THEY ARE STANDARD BRASS EA2169'DISKS SET IN CONCRETE IN THE TOP OF TILE. EA2169' EA2169'REFERENCE MARK NO. 1 PROJECTS SLIGHTLY ABOVE THE GROUND SURFACE EA2169'AND IS APPROXIMATELY 2-1/2 METERS S OF A CLUMP OF HACKBERRY EA2169'TREES. (GRAVEYARD MENTIONED IN ORIGINAL DESCRIPTION.) EA2169' EA2169'REFERENCE MARK NO. 2 PROJECTS SLIGHTLY ABOVE THE GROUND SURFACE, EA2169'AND IS APPROXIMATELY 6 METERS N OF HIGH-WATER LINE. EA2169 EA2169 STATION RECOVERY (1950) EA2169 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG) EA2169'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD EA2169'CONDITION. REFERENCE MARK 2 HAS BEEN DESTROYED DUE TO EROSION. A EA2169'REVISED DESCRIPTION FOLLOWS-- EA2169' EA2169'STATION IS LOCATED ON THE MAINLAND, N OF BOGUE INLET, APPROXIMATELY EA2169'1.5 MILES E OF SWANSBORO, 355 FEET E OF THE S END OF HILL STREET, EA2169'128 FEET E OF THE S END OF A WIRE FENCE RUNNING N AND S, 30 FEET EA2169'N OF MEAN HIGH-WATER LINE, 7.5 FEET N OF THE CENTER LINE OF A EA2169'6-FOOT-WIDE ROAD, AND 20 FEET SE OF POWER POLE NO. 3. EA2169' EA2169'STATION MARK IS A COPPER NAIL SET IN THE TOP OF A 4-INCH TERRA EA2169'COTTA PIPE INSTEAD OF A DISK AS STATED IN THE 1933 RECOVERY NOTE EA2169'AND IT IS 0.5 FOOT BELOW GROUND. EA2169' EA2169'REFERENCE MARK 1 IS N OF THE STATION. IT IS A STANDARD DISK EA2169'STAMPED BELL 1908 1933 NUMBER 1. EA2169 EA2169 STATION RECOVERY (1962) EA2169 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA2169'THE 1950 DESCRIPTION OF THIS STATION STATED IT WAS A COPPER NAIL EA2169'SET IN THE TOP OF A TERRA COTTA PIPE. A MARK SUCH AS THIS WAS EA2169'FOUND LYING ON TOP OF THE GROUND NEAR THE SHORE LINE. AN ATTEMPT EA2169'WAS MADE TO RECOVER AN UNDERGROUND MARK BUT NONE WAS FOUND. IT EA2169'APPEARS THAT A HOUSE MAY HAVE BEEN ERECTED OVER A REFERENCE EA2169'MARK. DR. DEPREE, WHO LIVES IN THE WHITE HOUSE TO THE NORTHEAST EA2169'OF THE STATION SITE, OWNS THE LAND AND HE MIGHT HAVE EA2169'INFORMATION ABOUT THE STATION. HE WAS NOT AT HOME AT THE TIME EA2169'THE SITE WAS VISITED. EA2169 EA2169 STATION RECOVERY (1965) EA2169 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2169'STATION DESTROYED. THE STATION WAS FOUND LYING ALONG BANK. THE EA2169'MARK WAS DESTROYED BY THIS PARTY. THE PROPERTY OWNER STATED THAT EA2169'HE BUILT A HOUSE OVER R.M. NO 1. R.M. NO 2 WAS NOT RECOVERED. EA2169 EA2169 STATION RECOVERY (2003) EA2169 EA2169'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2169'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1825 *********************************************************************** EA1825 DESIGNATION - BUD NCGS 1968 EA1825 PID - EA1825 EA1825 STATE/COUNTY- NC/CARTERET EA1825 USGS QUAD - BEAUFORT (1987) EA1825 EA1825 *CURRENT SURVEY CONTROL EA1825 ___________________________________________________________________ EA1825* NAD 83(1986)- 34 43 26.86753(N) 076 44 51.75602(W) ADJUSTED EA1825* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON EA1825 ___________________________________________________________________ EA1825 LAPLACE CORR- -0.42 (seconds) DEFLEC99 EA1825 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1825 EA1825 HORZ ORDER - SECOND EA1825 EA1825.The North Carolina/South Carolina HARNS have been completed but, EA1825.due to contractual restrictions, coordinates for these stations EA1825.will NOT be published in the near future. In the interim, the EA1825.published coordinates in North and South Carolina will not be EA1825.consistent with the Continuously Operating Reference Stations EA1825.(CORS). The HARN coordinates for these stations are available EA1825.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1825.Lapine(803-896-7700). EA1825. EA1825.In addition, the published North and South Carolina positions EA1825.(NAD 83 (1986)) are NOT consistent with those determined in EA1825.adjacent state readjustments. The discontinuity between stations EA1825.located in North or South Carolina and those in adjacent states EA1825.which have been adjusted to the HARN may be as much as 5 EA1825.decimeters. This will result in a significant loss of accuracy EA1825.over lines crossing such state borders. EA1825 EA1825 EA1825.The horizontal coordinates were established by classical geodetic methods EA1825.and adjusted by the National Geodetic Survey in July 1986. EA1825 EA1825.The NAVD 88 height was computed by applying the VERTCON shift value to EA1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1825 EA1825.The Laplace correction was computed from DEFLEC99 derived deflections. EA1825 EA1825.The geoid height was determined by GEOID99. EA1825 EA1825; North East Units Scale Converg. EA1825;SPC NC - 110,401.271 815,861.030 MT 0.99991471 +1 17 59.8 EA1825;UTM 18 - 3,843,841.309 339,976.386 MT 0.99991563 -0 59 44.7 EA1825 EA1825: Primary Azimuth Mark Grid Az EA1825:SPC NC - SPUR NCGS 1968 273 57 09.2 EA1825:UTM 18 - SPUR NCGS 1968 276 14 53.7 EA1825 EA1825|---------------------------------------------------------------------| EA1825| PID Reference Object Distance Geod. Az | EA1825| dddmmss.s | EA1825| EA1982 SPUR NCGS 1968 APPROX. 1.1 KM 2751509.0 | EA1825|---------------------------------------------------------------------| EA1825 EA1825 SUPERSEDED SURVEY CONTROL EA1825 EA1825 NAD 27 - 34 43 26.28636(N) 076 44 52.99515(W) AD( ) 2 EA1825 NGVD 29 - 5.9 (m) 19. (f) VERT ANG EA1825 EA1825.Superseded values are not recommended for survey control. EA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1825.See file dsdata.txt to determine how the superseded data were derived. EA1825 EA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3997643841(NAD 83) EA1825_MARKER: DE = TRAVERSE STATION DISK EA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1825+STABILITY: SURFACE MOTION EA1825 EA1825 HISTORY - Date Condition Report By EA1825 HISTORY - 1968 MONUMENTED NCGS EA1825 HISTORY - 1980 MARK NOT FOUND NCDOT EA1825 HISTORY - 1985 GOOD USPSQD EA1825 HISTORY - 19960513 MARK NOT FOUND USPSQD EA1825 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1825 EA1825 STATION DESCRIPTION EA1825 EA1825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1825'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1825'THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1825' EA1825'BUD IS LOCATED APPROXIMATELY 1.8 MILES WEST OF THE CENTER OF EA1825'MOREHEAD CITY. TO REACH STATION PROCEED FROM THE EA1825'INTERSECTION OF ATLANTIC BEACH HIGHWAY WITH U.S. 70 EA1825'(ARENDELL ST.) IN MOREHEAD CITY, GO WEST ON U.S. 70 FOR 0.75 EA1825'MILE TO STATION. WHICH IS ON THE SOUTH SIDE OF WEST BOUND LANE EA1825'BETWEEN STREET AND RAILROAD TRACKS, IN SOUTHWEST QUADRANT OF EA1825'INTERSECTION OF 32ND ST. AND WEST BOUND LANE, AND IN OPPOSITE EA1825'QUADRANT FROM TEXACO SERVICE STATION. EA1825' EA1825'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1825'BUD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1825'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA1825' EA1825'MARK IS EA1825' EA1825'22.5 FT WNW OF C/L OF INTERSECTION OF 32ND ST. WITH N RAIL EA1825' EA1825'8.7 FT N OF N RAIL OF RR TRACKS EA1825' EA1825'26.2 FT NNE OF 4X4 POST WITH ONE WAY SIGN ON N SIDE OF E EA1825'BOUND LANE, AND WITH ALUMINUM REF. TAG EA1825' EA1825'41.0 FT NE OF TP WITH ALUMINUM REF. TAG ON N SIDE OF E BOUND LANE EA1825' EA1825'40.5 FT S OF CONCRETE POST WITH ARENDELL - 32ND ST. SIGN EA1825 EA1825 STATION RECOVERY (1980) EA1825 EA1825'RECOVERY NOTE BY NC DOT DIV OF HWYS 1980 (RAS) EA1825'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS EA1825'INADEQUATE FOR LOCATING THE MONUMENT. ONE HOURS SEARCH WAS MADE. EA1825 EA1825 STATION RECOVERY (1985) EA1825 EA1825'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1825'RECOVERED IN GOOD CONDITION. EA1825 EA1825 STATION RECOVERY (1996) EA1825 EA1825'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1825'MARK NOT FOUND. EA1825 EA1825 STATION RECOVERY (2003) EA1825 EA1825'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1825'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY0134 *********************************************************************** EY0134 DESIGNATION - C 239 EY0134 PID - EY0134 EY0134 STATE/COUNTY- NC/CARTERET EY0134 USGS QUAD - NORTH BAY (1971) EY0134 EY0134 *CURRENT SURVEY CONTROL EY0134 ___________________________________________________________________ EY0134* NAD 83(1986)- 35 00 18. (N) 076 18 51. (W) SCALED EY0134* NAVD 88 - 0.773 (meters) 2.54 (feet) POSTED EY0134 ___________________________________________________________________ EY0134 GEOID HEIGHT- -37.79 (meters) GEOID99 EY0134 DYNAMIC HT - 0.770 (meters) 2.53 (feet) COMP EY0134 MODELED GRAV- 979,735.9 (mgal) NAVD 88 EY0134 EY0134 VERT ORDER - * POSTED, Code NC , SEE BELOW EY0134 EY0134.The horizontal coordinates were scaled from a topographic map and have EY0134.an estimated accuracy of +/- 6 seconds. EY0134 EY0134.The orthometric height was determined by differential leveling EY0134.and adjusted by the National Geodetic Survey in 1992. EY0134.No vertical observational check was made to the station. EY0134.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EY0134.was located on a no-check spur therefore a value was not computed. EY0134 EY0134.The geoid height was determined by GEOID99. EY0134 EY0134.The dynamic height is computed by dividing the NAVD 88 EY0134.geopotential number by the normal gravity value computed on the EY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0134.degrees latitude (g = 980.6199 gals.). EY0134 EY0134.The modeled gravity was interpolated from observed gravity values. EY0134 EY0134; North East Units Estimated Accuracy EY0134;SPC NC - 142,530. 854,710. MT (+/- 180 meters Scaled) EY0134 EY0134 SUPERSEDED SURVEY CONTROL EY0134 EY0134 NGVD 29 - 1.073 (m) 3.52 (f) ADJ UNCH 3 0 EY0134 EY0134.Superseded values are not recommended for survey control. EY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0134.See file dsdata.txt to determine how the superseded data were derived. EY0134 EY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD800743(NAD 83) EY0134_MARKER: Z = SEE DESCRIPTION EY0134_SETTING: 0 = UNSPECIFIED SETTING EY0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY0134 EY0134 HISTORY - Date Condition Report By EY0134 HISTORY - UNK MONUMENTED CGS EY0134 HISTORY - 1947 GOOD NGS EY0134 HISTORY - 1982 MARK NOT FOUND NCGS EY0134 HISTORY - 20030203 MARK NOT FOUND USPSQD EY0134 EY0134 STATION DESCRIPTION EY0134 EY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 EY0134'0.9 MI NW FROM ROE. EY0134'TO REACH FROM ROE, TRAVEL NORTHWEST 0.9 MILE VIA CEDAR ISLAND EY0134'ROAD TO MARK. B.M. IS 32.7 FEET EAST OF CENTERLINE OF CEDAR EY0134'ISLAND ROAD, 15.3 FEET NORTH OF CENTERLINE OF ROAD RUNNING EAST, EY0134'25.8 FEET NORTHWEST OF A14 IN PINE TREE, 2.0 FEET WEST OF A WHITE EY0134'REFERENCE POST. EY0134 EY0134 STATION RECOVERY (1982) EY0134 EY0134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0134'CEDAR ISLAND ROAD HAS BEEN PAVED AND ROAD EAST HAS BEEN DITCHED ON EY0134'NORTH SIDE. EY0134 EY0134 STATION RECOVERY (2003) EY0134 EY0134'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EY0134'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1956 *********************************************************************** EA1956 DESIGNATION - CAMP GLEN STEEL TOWER GLEN EA1956 PID - EA1956 EA1956 STATE/COUNTY- NC/CARTERET EA1956 USGS QUAD - MANSFIELD (1994) EA1956 EA1956 *CURRENT SURVEY CONTROL EA1956 ___________________________________________________________________ EA1956* NAD 83(1986)- 34 43 23.93801(N) 076 45 20.28617(W) ADJUSTED EA1956* NAVD 88 - EA1956 ___________________________________________________________________ EA1956 LAPLACE CORR- -0.44 (seconds) DEFLEC99 EA1956 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1956 EA1956 HORZ ORDER - THIRD EA1956 EA1956.The North Carolina/South Carolina HARNS have been completed but, EA1956.due to contractual restrictions, coordinates for these stations EA1956.will NOT be published in the near future. In the interim, the EA1956.published coordinates in North and South Carolina will not be EA1956.consistent with the Continuously Operating Reference Stations EA1956.(CORS). The HARN coordinates for these stations are available EA1956.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1956.Lapine(803-896-7700). EA1956. EA1956.In addition, the published North and South Carolina positions EA1956.(NAD 83 (1986)) are NOT consistent with those determined in EA1956.adjacent state readjustments. The discontinuity between stations EA1956.located in North or South Carolina and those in adjacent states EA1956.which have been adjusted to the HARN may be as much as 5 EA1956.decimeters. This will result in a significant loss of accuracy EA1956.over lines crossing such state borders. EA1956 EA1956 EA1956.The horizontal coordinates were established by classical geodetic methods EA1956.and adjusted by the National Geodetic Survey in July 1986. EA1956 EA1956 EA1956.The Laplace correction was computed from DEFLEC99 derived deflections. EA1956 EA1956.The geoid height was determined by GEOID99. EA1956 EA1956; North East Units Scale Converg. EA1956;SPC NC - 110,294.590 815,137.436 MT 0.99991484 +1 17 43.4 EA1956;UTM 18 - 3,843,763.698 339,249.098 MT 0.99991850 -1 00 00.9 EA1956 EA1956 SUPERSEDED SURVEY CONTROL EA1956 EA1956 NAD 27 - 34 43 23.35900(N) 076 45 21.52000(W) AD( ) 3 EA1956 EA1956.Superseded values are not recommended for survey control. EA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1956.See file dsdata.txt to determine how the superseded data were derived. EA1956 EA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3924943764(NAD 83) EA1956_MARKER: 55 = TOWER EA1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1956+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003 EA1956 EA1956 HISTORY - Date Condition Report By EA1956 HISTORY - 1927 FIRST OBSERVED CGS EA1956 HISTORY - 20030111 GOOD USPSQD EA1956 EA1956 STATION DESCRIPTION EA1956 EA1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1956'ON N SHORE OF BOGUE SOUND, ABOUT 2 MILES W OF CENTER OF EA1956'MOREHEAD CITY, AND ON GROUNDS OF CAMP GLEN. EA1956' EA1956'MARK WAS CENTER OF METAL BLOCK ON TOP OF ABANDONED WIRELESS EA1956'TOWER AT CAMP GLEN. TOWER WAS TRIPOD ABOUT 200 FEET HIGH WITH EA1956'LEGS BOLTED TO CONCRETE PIERS. TOWER WAS TORN DOWN IN EA1956'1932. THERE ARE NO SURFACE, UNDERGROUND, OR REFERENCE MARKS. EA1956 EA1956 STATION RECOVERY (2003) EA1956 EA1956'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1956'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7452 *********************************************************************** AC7452 DESIGNATION - CAR 169 AC7452 PID - AC7452 AC7452 STATE/COUNTY- NC/CARTERET AC7452 USGS QUAD - SWANSBORO (1994) AC7452 AC7452 *CURRENT SURVEY CONTROL AC7452 ___________________________________________________________________ AC7452* NAD 83(1986)- 34 40 02.98848(N) 077 03 48.26974(W) ADJUSTED AC7452* NAVD 88 - 3.164 (meters) 10.38 (feet) ADJUSTED AC7452 ___________________________________________________________________ AC7452 LAPLACE CORR- -1.01 (seconds) DEFLEC99 AC7452 GEOID HEIGHT- -37.13 (meters) GEOID99 AC7452 DYNAMIC HT - 3.161 (meters) 10.37 (feet) COMP AC7452 MODELED GRAV- 979,712.9 (mgal) NAVD 88 AC7452 AC7452 HORZ ORDER - SECOND AC7452 VERT ORDER - SECOND CLASS II AC7452 AC7452.The North Carolina/South Carolina HARNS have been completed but, AC7452.due to contractual restrictions, coordinates for these stations AC7452.will NOT be published in the near future. In the interim, the AC7452.published coordinates in North and South Carolina will not be AC7452.consistent with the Continuously Operating Reference Stations AC7452.(CORS). The HARN coordinates for these stations are available AC7452.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7452.Lapine(803-896-7700). AC7452. AC7452.In addition, the published North and South Carolina positions AC7452.(NAD 83 (1986)) are NOT consistent with those determined in AC7452.adjacent state readjustments. The discontinuity between stations AC7452.located in North or South Carolina and those in adjacent states AC7452.which have been adjusted to the HARN may be as much as 5 AC7452.decimeters. This will result in a significant loss of accuracy AC7452.over lines crossing such state borders. AC7452 AC7452 AC7452.The horizontal coordinates were established by classical geodetic methods AC7452.and adjusted by the National Geodetic Survey in December 1997. AC7452 AC7452.The orthometric height was determined by differential leveling AC7452.and adjusted by the National Geodetic Survey in May 1997. AC7452 AC7452.The Laplace correction was computed from DEFLEC99 derived deflections. AC7452 AC7452.The geoid height was determined by GEOID99. AC7452 AC7452.The dynamic height is computed by dividing the NAVD 88 AC7452.geopotential number by the normal gravity value computed on the AC7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7452.degrees latitude (g = 980.6199 gals.). AC7452 AC7452.The modeled gravity was interpolated from observed gravity values. AC7452 AC7452; North East Units Scale Converg. AC7452;SPC NC - 103,510.400 787,076.583 MT 0.99992422 +1 07 03.9 AC7452;UTM 18 - 3,838,107.686 310,937.552 MT 1.00004059 -1 10 26.5 AC7452 AC7452 SUPERSEDED SURVEY CONTROL AC7452 AC7452.No superseded survey control is available for this station. AC7452 AC7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1093838108(NAD 83) AC7452_MARKER: DB = BENCH MARK DISK AC7452_SETTING: 37 = CONCRETE BRIDGE WINGWALL AC7452_STAMPING: CAR 169 1991 AC7452_MARK LOGO: NCGS AC7452_MAGNETIC: N = NO MAGNETIC MATERIAL AC7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7452+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7452 AC7452 HISTORY - Date Condition Report By AC7452 HISTORY - 1991 MONUMENTED NCGS AC7452 HISTORY - 20030205 GOOD USPSQD AC7452 AC7452 STATION DESCRIPTION AC7452 AC7452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB) AC7452'STATION IS AT WESTERN EMERALD ISLE AT THE SOUTHERN END OF THE AC7452'SOUTHWEST CORNER OF THE B. CAMERON LANGSTON BRIDGE OVER THE AC7452'INTRACOASTAL WATERWAY.$MARK IS FLUSH WITH THE HEADWALL AND LEVEL WITH AC7452'NC 58. LOCATED 20.0 FT (6.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF NC AC7452'58, AND 2.4 FT (0.7 M) WEST OF THE SOUTHWEST CORNER OF GUARDRAIL. AC7452 AC7452 STATION RECOVERY (2003) AC7452 AC7452'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7452'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1428 *********************************************************************** EA1428 DESIGNATION - CAR 45 NCGS EA1428 PID - EA1428 EA1428 STATE/COUNTY- NC/CARTERET EA1428 USGS QUAD - BEAUFORT (1987) EA1428 EA1428 *CURRENT SURVEY CONTROL EA1428 ___________________________________________________________________ EA1428* NAD 83(1986)- 34 43 38. (N) 076 43 46. (W) SCALED EA1428* NAVD 88 - 1.897 (meters) 6.22 (feet) ADJUSTED EA1428 ___________________________________________________________________ EA1428 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1428 DYNAMIC HT - 1.895 (meters) 6.22 (feet) COMP EA1428 MODELED GRAV- 979,709.1 (mgal) NAVD 88 EA1428 EA1428 VERT ORDER - SECOND CLASS II EA1428 EA1428.The horizontal coordinates were scaled from a topographic map and have EA1428.an estimated accuracy of +/- 6 seconds. EA1428 EA1428.The orthometric height was determined by differential leveling EA1428.and adjusted by the National Geodetic Survey in June 1991. EA1428 EA1428.The geoid height was determined by GEOID99. EA1428 EA1428.The dynamic height is computed by dividing the NAVD 88 EA1428.geopotential number by the normal gravity value computed on the EA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1428.degrees latitude (g = 980.6199 gals.). EA1428 EA1428.The modeled gravity was interpolated from observed gravity values. EA1428 EA1428; North East Units Estimated Accuracy EA1428;SPC NC - 110,780. 817,530. MT (+/- 180 meters Scaled) EA1428 EA1428 SUPERSEDED SURVEY CONTROL EA1428 EA1428.No superseded survey control is available for this station. EA1428 EA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD416441(NAD 83) EA1428_MARKER: DB = BENCH MARK DISK EA1428_SETTING: 32 = WINGWALL EA1428_STAMPING: CAR 45 1982 EA1428_MARK LOGO: NCGS EA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1428+STABILITY: SURFACE MOTION EA1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1428+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1428 EA1428 HISTORY - Date Condition Report By EA1428 HISTORY - 1982 MONUMENTED NCGS EA1428 HISTORY - 19960513 GOOD USPSQD EA1428 HISTORY - 20030202 GOOD USPSQD EA1428 EA1428 STATION DESCRIPTION EA1428 EA1428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1428'IN MOREHEAD CITY. EA1428'IN MOREHEAD CITY, 0.3 MILE NORTH ALONG SR 1176 (NORTH 20TH STREET) EA1428'FROM THE INTERSECTION WITH US 70 (ARENDELL STREET), AT BRIDGE OVER EA1428'CALICO CREEK, IN SOUTHWEST WINGWALL, 22 FEET WEST OF CENTERLINE OF EA1428'ROAD AND 2.7 FEET EAST OF WEST END OF WINGWALL. EA1428'THE MARK IS 1.0 FT ABOVE BRIDGE. EA1428 EA1428 STATION RECOVERY (1996) EA1428 EA1428'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1428'RECOVERED IN GOOD CONDITION. EA1428 EA1428 STATION RECOVERY (2003) EA1428 EA1428'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1428'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1508 *********************************************************************** EA1508 TIDAL BM - This is a Tidal Bench Mark. EA1508 DESIGNATION - CAR 50 NCGS EA1508 PID - EA1508 EA1508 STATE/COUNTY- NC/CARTERET EA1508 USGS QUAD - BEAUFORT (1987) EA1508 EA1508 *CURRENT SURVEY CONTROL EA1508 ___________________________________________________________________ EA1508* NAD 83(1986)- 34 42 53. (N) 076 38 45. (W) SCALED EA1508* NAVD 88 - 3.778 (meters) 12.39 (feet) ADJUSTED EA1508 ___________________________________________________________________ EA1508 GEOID HEIGHT- -37.48 (meters) GEOID99 EA1508 DYNAMIC HT - 3.775 (meters) 12.39 (feet) COMP EA1508 MODELED GRAV- 979,717.0 (mgal) NAVD 88 EA1508 EA1508 VERT ORDER - SECOND CLASS II EA1508 EA1508.The horizontal coordinates were scaled from a topographic map and have EA1508.an estimated accuracy of +/- 6 seconds. EA1508 EA1508.The orthometric height was determined by differential leveling EA1508.and adjusted by the National Geodetic Survey in June 1991. EA1508 EA1508.This Tidal Bench Mark is designated as VM 13333 EA1508.by the Center for Operational Oceanographic Products and Services. EA1508 EA1508.The geoid height was determined by GEOID99. EA1508 EA1508.The dynamic height is computed by dividing the NAVD 88 EA1508.geopotential number by the normal gravity value computed on the EA1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1508.degrees latitude (g = 980.6199 gals.). EA1508 EA1508.The modeled gravity was interpolated from observed gravity values. EA1508 EA1508; North East Units Estimated Accuracy EA1508;SPC NC - 109,570. 825,210. MT (+/- 180 meters Scaled) EA1508 EA1508 SUPERSEDED SURVEY CONTROL EA1508 EA1508.No superseded survey control is available for this station. EA1508 EA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD492426(NAD 83) EA1508_MARKER: DB = BENCH MARK DISK EA1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1508_STAMPING: CAR 50 1982 EA1508_MARK LOGO: NCGS EA1508_PROJECTION: PROJECTING 5 CENTIMETERS EA1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1508+STABILITY: SURFACE MOTION EA1508 EA1508 HISTORY - Date Condition Report By EA1508 HISTORY - 1982 MONUMENTED NCGS EA1508 HISTORY - 19890617 GOOD USPSQD EA1508 HISTORY - 19960513 GOOD USPSQD EA1508 HISTORY - 20030202 GOOD USPSQD EA1508 EA1508 STATION DESCRIPTION EA1508 EA1508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1508'IN BEAUFORT. EA1508'IN BEAUFORT, ALONG SR 1310 (MULLBERRY STREET), 0.6 MILE EAST FROM EA1508'JUNCTION WITH US 70 (LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL TO EA1508'A GRADE CROSSING, IN EAST QUADRANT AT A FENCE, 38.5 FEET NORTHEAST OF EA1508'CENTERLINE OF ROAD, 145.0 FEET EAST-SOUTHEAST OF CENTERLINE GRADE EA1508'CROSSING, 22.0 FEET SOUTH OF SOUTH RAIL, 8.0 FEET SOUTHWEST OF EA1508'NORTHWEST CORNER FENCE POST, 8.0 FEET NORTHEAST OF POWER POLE (13) EA1508'WITH REFERENCE TAG AT SOUTHWEST FENCE POST AND 1.0 FEET WEST OF CHAIN EA1508'LINK FENCE AROUND AN INDUSTRIAL PLANT. EA1508'THE MARK IS ABOVE LEVEL WITH ROAD. EA1508 EA1508 STATION RECOVERY (1989) EA1508 EA1508'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EA1508'RECOVERED IN GOOD CONDITION. EA1508 EA1508 STATION RECOVERY (1996) EA1508 EA1508'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1508'RECOVERED IN GOOD CONDITION. EA1508 EA1508 STATION RECOVERY (2003) EA1508 EA1508'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1508'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1509 *********************************************************************** EA1509 DESIGNATION - CAR 51 NCGS EA1509 PID - EA1509 EA1509 STATE/COUNTY- NC/CARTERET EA1509 USGS QUAD - BEAUFORT (1987) EA1509 EA1509 *CURRENT SURVEY CONTROL EA1509 ___________________________________________________________________ EA1509* NAD 83(1986)- 34 42 43. (N) 076 38 07. (W) SCALED EA1509* NAVD 88 - 1.331 (meters) 4.37 (feet) ADJUSTED EA1509 ___________________________________________________________________ EA1509 GEOID HEIGHT- -37.49 (meters) GEOID99 EA1509 DYNAMIC HT - 1.330 (meters) 4.36 (feet) COMP EA1509 MODELED GRAV- 979,718.0 (mgal) NAVD 88 EA1509 EA1509 VERT ORDER - SECOND CLASS II EA1509 EA1509.The horizontal coordinates were scaled from a topographic map and have EA1509.an estimated accuracy of +/- 6 seconds. EA1509 EA1509.The orthometric height was determined by differential leveling EA1509.and adjusted by the National Geodetic Survey in June 1991. EA1509 EA1509.The geoid height was determined by GEOID99. EA1509 EA1509.The dynamic height is computed by dividing the NAVD 88 EA1509.geopotential number by the normal gravity value computed on the EA1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1509.degrees latitude (g = 980.6199 gals.). EA1509 EA1509.The modeled gravity was interpolated from observed gravity values. EA1509 EA1509; North East Units Estimated Accuracy EA1509;SPC NC - 109,290. 826,190. MT (+/- 180 meters Scaled) EA1509 EA1509 SUPERSEDED SURVEY CONTROL EA1509 EA1509.No superseded survey control is available for this station. EA1509 EA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD502423(NAD 83) EA1509_MARKER: DB = BENCH MARK DISK EA1509_SETTING: 32 = HEADWALL EA1509_STAMPING: CAR 51 1982 EA1509_MARK LOGO: NCGS EA1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1509+STABILITY: SURFACE MOTION EA1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1509+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1509 EA1509 HISTORY - Date Condition Report By EA1509 HISTORY - 1982 MONUMENTED NCGS EA1509 HISTORY - 19890813 GOOD USPSQD EA1509 HISTORY - 19960513 MARK NOT FOUND USPSQD EA1509 HISTORY - 20030202 GOOD USPSQD EA1509 EA1509 STATION DESCRIPTION EA1509 EA1509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1509'1.25 MI EAST FROM BEAUFORT. EA1509'1.25 MILES EAST ALONG SR 1310 (MULLBERRY STREET) FROM JUNCTION WITH US EA1509'70 (LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL, ON LEFT IN CENTER EA1509'OF EAST HEADWALL, 20.5 FEET NORTH-NORTHEAST OF CENTERLINE OF ROAD, EA1509'24.8 FEET WEST OF TELEPHONE PEDESTAL, 6.5 FEET EAST-SOUTHEAST OF WEST EA1509'END OF HEADWALL, AND 55.3 FEET NORTH OF POWER POLE WITH REFERENCE TAG. EA1509'THE MARK IS 0.5 FT BELOW ROAD. EA1509 EA1509 STATION RECOVERY (1989) EA1509 EA1509'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA1509'RECOVERED IN GOOD CONDITION. EA1509 EA1509 STATION RECOVERY (1996) EA1509 EA1509'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1509'MARK NOT FOUND. EA1509 EA1509 STATION RECOVERY (2003) EA1509 EA1509'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1509'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1526 *********************************************************************** EA1526 DESIGNATION - CAR 62 NCGS EA1526 PID - EA1526 EA1526 STATE/COUNTY- NC/CARTERET EA1526 USGS QUAD - DAVIS (1983) EA1526 EA1526 *CURRENT SURVEY CONTROL EA1526 ___________________________________________________________________ EA1526* NAD 83(1986)- 34 48 04. (N) 076 28 01. (W) SCALED EA1526* NAVD 88 - 0.607 (meters) 1.99 (feet) ADJUSTED EA1526 ___________________________________________________________________ EA1526 GEOID HEIGHT- -37.69 (meters) GEOID99 EA1526 DYNAMIC HT - 0.607 (meters) 1.99 (feet) COMP EA1526 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA1526 EA1526 VERT ORDER - SECOND CLASS II EA1526 EA1526.The horizontal coordinates were scaled from a topographic map and have EA1526.an estimated accuracy of +/- 6 seconds. EA1526 EA1526.The orthometric height was determined by differential leveling EA1526.and adjusted by the National Geodetic Survey in June 1991. EA1526 EA1526.The geoid height was determined by GEOID99. EA1526 EA1526.The dynamic height is computed by dividing the NAVD 88 EA1526.geopotential number by the normal gravity value computed on the EA1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1526.degrees latitude (g = 980.6199 gals.). EA1526 EA1526.The modeled gravity was interpolated from observed gravity values. EA1526 EA1526; North East Units Estimated Accuracy EA1526;SPC NC - 119,560. 841,350. MT (+/- 180 meters Scaled) EA1526 EA1526 SUPERSEDED SURVEY CONTROL EA1526 EA1526.No superseded survey control is available for this station. EA1526 EA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD658519(NAD 83) EA1526_MARKER: DB = BENCH MARK DISK EA1526_SETTING: 34 = SIGN FOUNDATION EA1526_STAMPING: CAR 62 1982 EA1526_MARK LOGO: NCGS EA1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1526+STABILITY: SURFACE MOTION EA1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1526+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1526 EA1526 HISTORY - Date Condition Report By EA1526 HISTORY - 1982 MONUMENTED NCGS EA1526 HISTORY - 20030203 GOOD USPSQD EA1526 EA1526 STATION DESCRIPTION EA1526 EA1526'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1526'IN DAVIS. EA1526'IN DAVIS, 0.45 MILE WEST ALONG US 70 FROM CROSSROADS TO EA1526'DAVIS ORIGINAL FREE WILL BAPTIST CHURCH, IN CENTER OF WEST EDGE OF EA1526'CONCRETE FOOTING FOR BRICK CHURCH SIGN AND ON PROLONGATION OF WEST EA1526'WALL OF CHURCH, 58.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY, EA1526'77.0 FEET WEST OF WESTERNMOST END OF CULVERT OF DRIVE AND 79.0 FEET EA1526'NORTH-NORTHEAST OF NORTHWEST CORNER OF CHURCH. EA1526'THE MARK IS 1.0 FT BELOW HIGHWAY. EA1526 EA1526 STATION RECOVERY (2003) EA1526 EA1526'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1526'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1527 *********************************************************************** EA1527 DESIGNATION - CAR 63 NCGS EA1527 PID - EA1527 EA1527 STATE/COUNTY- NC/CARTERET EA1527 USGS QUAD - DAVIS (1983) EA1527 EA1527 *CURRENT SURVEY CONTROL EA1527 ___________________________________________________________________ EA1527* NAD 83(1986)- 34 47 52. (N) 076 27 35. (W) SCALED EA1527* NAVD 88 - 1.014 (meters) 3.33 (feet) ADJUSTED EA1527 ___________________________________________________________________ EA1527 GEOID HEIGHT- -37.70 (meters) GEOID99 EA1527 DYNAMIC HT - 1.013 (meters) 3.32 (feet) COMP EA1527 MODELED GRAV- 979,720.1 (mgal) NAVD 88 EA1527 EA1527 VERT ORDER - SECOND CLASS II EA1527 EA1527.The horizontal coordinates were scaled from a topographic map and have EA1527.an estimated accuracy of +/- 6 seconds. EA1527 EA1527.The orthometric height was determined by differential leveling EA1527.and adjusted by the National Geodetic Survey in June 1991. EA1527 EA1527.The geoid height was determined by GEOID99. EA1527 EA1527.The dynamic height is computed by dividing the NAVD 88 EA1527.geopotential number by the normal gravity value computed on the EA1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1527.degrees latitude (g = 980.6199 gals.). EA1527 EA1527.The modeled gravity was interpolated from observed gravity values. EA1527 EA1527; North East Units Estimated Accuracy EA1527;SPC NC - 119,210. 842,020. MT (+/- 180 meters Scaled) EA1527 EA1527 SUPERSEDED SURVEY CONTROL EA1527 EA1527.No superseded survey control is available for this station. EA1527 EA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD664515(NAD 83) EA1527_MARKER: DB = BENCH MARK DISK EA1527_SETTING: 34 = CONCRETE BASE EA1527_STAMPING: CAR 63 1982 EA1527_MARK LOGO: NCGS EA1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1527+STABILITY: SURFACE MOTION EA1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1527+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1527 EA1527 HISTORY - Date Condition Report By EA1527 HISTORY - 1982 MONUMENTED NCGS EA1527 HISTORY - 20030203 GOOD USPSQD EA1527 EA1527 STATION DESCRIPTION EA1527 EA1527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1527'IN DAVIS. EA1527'IN DAVIS, IN SOUTHWEST QUADRANT OF CROSSROADS (WHERE US 70 MAKES 90 EA1527'DEGREE BEND) IN CONCRETE BASE OF EXXON SIGN OF JOHN DAVIS STORE, 94.0 EA1527'FEET SOUTHWEST OF CENTERLINE CROSSROADS, 33.5 FEET WEST OF CENTERLINE EA1527'OF SR 1363, 40.0 FEET SOUTH OF NORTHEAST CORNER OF STORE, AND 37.5 EA1527'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF STORE. EA1527'THE MARK IS ABOVE LEVEL WITH CROSSROADS. EA1527 EA1527 STATION RECOVERY (2003) EA1527 EA1527'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1527'STORE IS NOW GROVER'S COUNTRY STORE AND DELI. EXXON SIGN IS GONE BUT EA1527'BASE REMAINS WITH MARK. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1528 *********************************************************************** EA1528 DESIGNATION - CAR 64 NCGS EA1528 PID - EA1528 EA1528 STATE/COUNTY- NC/CARTERET EA1528 USGS QUAD - DAVIS (1983) EA1528 EA1528 *CURRENT SURVEY CONTROL EA1528 ___________________________________________________________________ EA1528* NAD 83(1986)- 34 49 11. (N) 076 27 02. (W) SCALED EA1528* NAVD 88 - 2.736 (meters) 8.98 (feet) ADJUSTED EA1528 ___________________________________________________________________ EA1528 GEOID HEIGHT- -37.70 (meters) GEOID99 EA1528 DYNAMIC HT - 2.734 (meters) 8.97 (feet) COMP EA1528 MODELED GRAV- 979,720.5 (mgal) NAVD 88 EA1528 EA1528 VERT ORDER - SECOND CLASS II EA1528 EA1528.The horizontal coordinates were scaled from a topographic map and have EA1528.an estimated accuracy of +/- 6 seconds. EA1528 EA1528.The orthometric height was determined by differential leveling EA1528.and adjusted by the National Geodetic Survey in June 1991. EA1528 EA1528.The geoid height was determined by GEOID99. EA1528 EA1528.The dynamic height is computed by dividing the NAVD 88 EA1528.geopotential number by the normal gravity value computed on the EA1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1528.degrees latitude (g = 980.6199 gals.). EA1528 EA1528.The modeled gravity was interpolated from observed gravity values. EA1528 EA1528; North East Units Estimated Accuracy EA1528;SPC NC - 121,660. 842,800. MT (+/- 180 meters Scaled) EA1528 EA1528 SUPERSEDED SURVEY CONTROL EA1528 EA1528.No superseded survey control is available for this station. EA1528 EA1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD673540(NAD 83) EA1528_MARKER: DB = BENCH MARK DISK EA1528_SETTING: 32 = WINGWALL EA1528_STAMPING: CAR 64 1982 EA1528_MARK LOGO: NCGS EA1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1528+STABILITY: SURFACE MOTION EA1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1528+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1528 EA1528 HISTORY - Date Condition Report By EA1528 HISTORY - 1982 MONUMENTED NCGS EA1528 HISTORY - 1985 GOOD USPSQD EA1528 HISTORY - 20030203 GOOD USPSQD EA1528 EA1528 STATION DESCRIPTION EA1528 EA1528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1528'1.65 MI NORTH FROM DAVIS. EA1528'1.65 MILES NORTH ALONG US 70 FROM CROSSROADS IN COMMUNITY OF DAVIS, TO EA1528'BRIDGE OVER OYSTER CREEK, IN NORTHEAST WINGWALL, 23.0 FEET EAST OF EA1528'CENTERLINE OF HIGHWAY AND 4.0 FEET WEST OF EAST END OF WINGWALL. EA1528'THE MARK IS ABOVE LEVEL WITH BRIDGE. EA1528 EA1528 STATION RECOVERY (1985) EA1528 EA1528'RECOVERY NOTE BY US POWER SQUADRON 1985 EA1528'RECOVERED IN GOOD CONDITION. EA1528 EA1528 STATION RECOVERY (2003) EA1528 EA1528'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1528'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1530 *********************************************************************** EA1530 DESIGNATION - CAR 65 NCGS EA1530 PID - EA1530 EA1530 STATE/COUNTY- NC/CARTERET EA1530 USGS QUAD - DAVIS (1983) EA1530 EA1530 *CURRENT SURVEY CONTROL EA1530 ___________________________________________________________________ EA1530* NAD 83(1986)- 34 50 06. (N) 076 25 45. (W) SCALED EA1530* NAVD 88 - 2.242 (meters) 7.36 (feet) ADJUSTED EA1530 ___________________________________________________________________ EA1530 GEOID HEIGHT- -37.72 (meters) GEOID99 EA1530 DYNAMIC HT - 2.240 (meters) 7.35 (feet) COMP EA1530 MODELED GRAV- 979,721.0 (mgal) NAVD 88 EA1530 EA1530 VERT ORDER - SECOND CLASS II EA1530 EA1530.The horizontal coordinates were scaled from a topographic map and have EA1530.an estimated accuracy of +/- 6 seconds. EA1530 EA1530.The orthometric height was determined by differential leveling EA1530.and adjusted by the National Geodetic Survey in June 1991. EA1530 EA1530.The geoid height was determined by GEOID99. EA1530 EA1530.The dynamic height is computed by dividing the NAVD 88 EA1530.geopotential number by the normal gravity value computed on the EA1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1530.degrees latitude (g = 980.6199 gals.). EA1530 EA1530.The modeled gravity was interpolated from observed gravity values. EA1530 EA1530; North East Units Estimated Accuracy EA1530;SPC NC - 123,400. 844,710. MT (+/- 180 meters Scaled) EA1530 EA1530 SUPERSEDED SURVEY CONTROL EA1530 EA1530.No superseded survey control is available for this station. EA1530 EA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD693556(NAD 83) EA1530_MARKER: DB = BENCH MARK DISK EA1530_SETTING: 32 = WINGWALL EA1530_STAMPING: CAR 65 1982 EA1530_MARK LOGO: NCGS EA1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1530+STABILITY: SURFACE MOTION EA1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1530+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1530 EA1530 HISTORY - Date Condition Report By EA1530 HISTORY - 1982 MONUMENTED NCGS EA1530 HISTORY - 1985 GOOD USPSQD EA1530 HISTORY - 20030203 GOOD USPSQD EA1530 EA1530 STATION DESCRIPTION EA1530 EA1530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1530'1.25 MI SW FROM STACY. EA1530'1.25 MILES SOUTHWEST ALONG US 70 FROM POST OFFICE IN STACY TO BRIDGE EA1530'OVER MARIA CREEK, IN SOUTHEAST WINGWALL OF SOUTHERNMOST ABUTMENT, 0.25 EA1530'MILE SOUTHWEST OF T-INTERSECTION WITH SR 1371, 22.5 FEET SOUTHEAST OF EA1530'CENTERLINE HIGHWAY AND 3.5 FEET NORTHWEST OF SOUTHEAST END OF EA1530'WINGWALL. EA1530'THE MARK IS ABOVE LEVEL WITH BRIDGE. EA1530 EA1530 STATION RECOVERY (1985) EA1530 EA1530'RECOVERY NOTE BY US POWER SQUADRON 1985 EA1530'RECOVERED IN GOOD CONDITION. EA1530 EA1530 STATION RECOVERY (2003) EA1530 EA1530'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1530'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7481 *********************************************************************** AC7481 DESIGNATION - CAR 72 AC7481 PID - AC7481 AC7481 STATE/COUNTY- NC/CARTERET AC7481 USGS QUAD - MANSFIELD (1994) AC7481 AC7481 *CURRENT SURVEY CONTROL AC7481 ___________________________________________________________________ AC7481* NAD 83(1986)- 34 41 36. (N) 076 50 07. (W) SCALED AC7481* NAVD 88 - 7.587 (meters) 24.89 (feet) ADJUSTED AC7481 ___________________________________________________________________ AC7481 GEOID HEIGHT- -37.40 (meters) GEOID99 AC7481 DYNAMIC HT - 7.580 (meters) 24.87 (feet) COMP AC7481 MODELED GRAV- 979,701.7 (mgal) NAVD 88 AC7481 AC7481 VERT ORDER - SECOND CLASS II AC7481 AC7481.The horizontal coordinates were scaled from a topographic map and have AC7481.an estimated accuracy of +/- 6 seconds. AC7481 AC7481.The orthometric height was determined by differential leveling AC7481.and adjusted by the National Geodetic Survey in May 1997. AC7481 AC7481.The geoid height was determined by GEOID99. AC7481 AC7481.The dynamic height is computed by dividing the NAVD 88 AC7481.geopotential number by the normal gravity value computed on the AC7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7481.degrees latitude (g = 980.6199 gals.). AC7481 AC7481.The modeled gravity was interpolated from observed gravity values. AC7481 AC7481; North East Units Estimated Accuracy AC7481;SPC NC - 106,810. 807,920. MT (+/- 180 meters Scaled) AC7481 AC7481 SUPERSEDED SURVEY CONTROL AC7481 AC7481.No superseded survey control is available for this station. AC7481 AC7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD318405(NAD 83) AC7481_MARKER: DB = BENCH MARK DISK AC7481_SETTING: 31 = SET IN CONCRETE POWER POLE BASE AC7481_STAMPING: CAR 72 1992 AC7481_MARK LOGO: NCGS AC7481_MAGNETIC: N = NO MAGNETIC MATERIAL AC7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC7481+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7481 AC7481 HISTORY - Date Condition Report By AC7481 HISTORY - 1992 MONUMENTED NCGS AC7481 HISTORY - 20030205 GOOD USPSQD AC7481 AC7481 STATION DESCRIPTION AC7481 AC7481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7481'STATION IS LOCATED IN WESTERN PINE KNOLL SHORES.$ALONG NC 58 (SALTER AC7481'PATH ROAD) FOR 4.2 MI (6.8 KM) WEST FROM THE POST OFFICE IN ATLANTIC AC7481'BEACH, ON THE NORTH SIDE OF THE ROAD, OR 0.3 MI (0.5 KM) EAST OF MILE AC7481'POST 8.$MARK PROJECTS 6 INCHES ABOVE GROUND AND IS ABOUT 5-FEET HIGHER AC7481'THAN NC 58. LOCATED 45.9 FT (14.0 M) NORTH OF THE CENTERLINE OF NC 58, AC7481'AND 1.5 FT (0.5 M) SOUTH OF THE CENTER OF THE CONCRETE POWER POLE. AC7481 AC7481 STATION RECOVERY (2003) AC7481 AC7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7481'AREA OVERGROWN WITH TALL THICKET. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7482 *********************************************************************** AC7482 DESIGNATION - CAR 73 AC7482 PID - AC7482 AC7482 STATE/COUNTY- NC/CARTERET AC7482 USGS QUAD - SALTER PATH (1994) AC7482 AC7482 *CURRENT SURVEY CONTROL AC7482 ___________________________________________________________________ AC7482* NAD 83(1986)- 34 41 11.46581(N) 076 53 54.81256(W) ADJUSTED AC7482* NAVD 88 - 2.763 (meters) 9.06 (feet) ADJUSTED AC7482 ___________________________________________________________________ AC7482 LAPLACE CORR- -1.52 (seconds) DEFLEC99 AC7482 GEOID HEIGHT- -37.35 (meters) GEOID99 AC7482 DYNAMIC HT - 2.760 (meters) 9.06 (feet) COMP AC7482 MODELED GRAV- 979,700.8 (mgal) NAVD 88 AC7482 AC7482 HORZ ORDER - SECOND AC7482 VERT ORDER - SECOND CLASS II AC7482 AC7482.The North Carolina/South Carolina HARNS have been completed but, AC7482.due to contractual restrictions, coordinates for these stations AC7482.will NOT be published in the near future. In the interim, the AC7482.published coordinates in North and South Carolina will not be AC7482.consistent with the Continuously Operating Reference Stations AC7482.(CORS). The HARN coordinates for these stations are available AC7482.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7482.Lapine(803-896-7700). AC7482. AC7482.In addition, the published North and South Carolina positions AC7482.(NAD 83 (1986)) are NOT consistent with those determined in AC7482.adjacent state readjustments. The discontinuity between stations AC7482.located in North or South Carolina and those in adjacent states AC7482.which have been adjusted to the HARN may be as much as 5 AC7482.decimeters. This will result in a significant loss of accuracy AC7482.over lines crossing such state borders. AC7482 AC7482 AC7482.The horizontal coordinates were established by classical geodetic methods AC7482.and adjusted by the National Geodetic Survey in December 1997. AC7482 AC7482.The orthometric height was determined by differential leveling AC7482.and adjusted by the National Geodetic Survey in May 1997. AC7482 AC7482.The Laplace correction was computed from DEFLEC99 derived deflections. AC7482 AC7482.The geoid height was determined by GEOID99. AC7482 AC7482.The dynamic height is computed by dividing the NAVD 88 AC7482.geopotential number by the normal gravity value computed on the AC7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7482.degrees latitude (g = 980.6199 gals.). AC7482 AC7482.The modeled gravity was interpolated from observed gravity values. AC7482 AC7482; North East Units Scale Converg. AC7482;SPC NC - 105,927.166 802,137.053 MT 0.99992092 +1 12 46.4 AC7482;UTM 18 - 3,839,920.182 326,083.915 MT 0.99997282 -1 04 50.6 AC7482 AC7482 SUPERSEDED SURVEY CONTROL AC7482 AC7482.No superseded survey control is available for this station. AC7482 AC7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2608439920(NAD 83) AC7482_MARKER: DB = BENCH MARK DISK AC7482_SETTING: 31 = SET IN CONCRETE SIDEWALK AC7482_STAMPING: CAR 73 1992 AC7482_MARK LOGO: NCGS AC7482_MAGNETIC: N = NO MAGNETIC MATERIAL AC7482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7482+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7482 AC7482 HISTORY - Date Condition Report By AC7482 HISTORY - 1992 MONUMENTED NCGS AC7482 HISTORY - 20030205 GOOD USPSQD AC7482 AC7482 STATION DESCRIPTION AC7482 AC7482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7482'STATION IS LOCATED IN INDIAN BEACH.$ALONG NC 58 FOR 8.5 MI (13.7 KM) AC7482'WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE SALTER PATH FAMILY AC7482'CAMP GROUND OFFICE, ON THE NORTH SIDE OF NC 58, IN THE CONCRETE AC7482'WALKWAY NEAR FRONT-CENTER OF THE BUILDING.$MARK IS FLUSH WITH GROUND AC7482'AND LEVEL WITH THE PARKING LOT. LOCATED 90.0 FT (27.4 M) NORTH OF THE AC7482'CENTERLINE OF NC 58, 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF THE BUILDING, AC7482'AND 48.9 FT (14.9 M) EAST OF THE WEST END OF CONCRETE APRON OF AC7482'BUILDING. AC7482 AC7482 STATION RECOVERY (2003) AC7482 AC7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7482'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7485 *********************************************************************** AC7485 DESIGNATION - CAR 76 AC7485 PID - AC7485 AC7485 STATE/COUNTY- NC/CARTERET AC7485 USGS QUAD - SALTER PATH (1994) AC7485 AC7485 *CURRENT SURVEY CONTROL AC7485 ___________________________________________________________________ AC7485* NAD 83(1986)- 34 40 29. (N) 076 58 33. (W) SCALED AC7485* NAVD 88 - 4.798 (meters) 15.74 (feet) ADJUSTED AC7485 ___________________________________________________________________ AC7485 GEOID HEIGHT- -37.24 (meters) GEOID99 AC7485 DYNAMIC HT - 4.793 (meters) 15.72 (feet) COMP AC7485 MODELED GRAV- 979,704.3 (mgal) NAVD 88 AC7485 AC7485 VERT ORDER - SECOND CLASS II AC7485 AC7485.The horizontal coordinates were scaled from a topographic map and have AC7485.an estimated accuracy of +/- 6 seconds. AC7485 AC7485.The orthometric height was determined by differential leveling AC7485.and adjusted by the National Geodetic Survey in May 1997. AC7485 AC7485.The geoid height was determined by GEOID99. AC7485 AC7485.The dynamic height is computed by dividing the NAVD 88 AC7485.geopotential number by the normal gravity value computed on the AC7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7485.degrees latitude (g = 980.6199 gals.). AC7485 AC7485.The modeled gravity was interpolated from observed gravity values. AC7485 AC7485; North East Units Estimated Accuracy AC7485;SPC NC - 104,470. 795,090. MT (+/- 180 meters Scaled) AC7485 AC7485 SUPERSEDED SURVEY CONTROL AC7485 AC7485.No superseded survey control is available for this station. AC7485 AC7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD189387(NAD 83) AC7485_MARKER: DB = BENCH MARK DISK AC7485_SETTING: 31 = SET IN CONCRETE WALKWAY AC7485_STAMPING: CAR 76 1992 AC7485_MARK LOGO: NCGS AC7485_MAGNETIC: N = NO MAGNETIC MATERIAL AC7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7485+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7485 AC7485 HISTORY - Date Condition Report By AC7485 HISTORY - 1992 MONUMENTED NCGS AC7485 HISTORY - 20030205 GOOD USPSQD AC7485 AC7485 STATION DESCRIPTION AC7485 AC7485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7485'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR AC7485'3.7 MI (6.0 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE, AT THE AC7485'BOGUE BANKS WATER CORP. WELL NUMBER 3, ON THE EAST SIDE OF THE WELL AC7485'BUILDING (MILE POST 16).$MARK IS FLUSH WITH THE WALKWAY AND ABOUT AC7485'10-FEET LOWER THAN NC 58. LOCATED APPROXIMATELY 131 FT (39.9 M) NORTH AC7485'OF THE CENTERLINE OF NC 58, 2.3 FT (0.7 M) EAST OF BLOCK WELL AC7485'BUILDING, AND 1.8 FT (0.5 M) SOUTHEAST OF A 6-INCH METAL WATER PIPE AC7485'WITH ELBOW. AC7485 AC7485 STATION RECOVERY (2003) AC7485 AC7485'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7485'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7486 *********************************************************************** AC7486 DESIGNATION - CAR 77 AC7486 PID - AC7486 AC7486 STATE/COUNTY- NC/CARTERET AC7486 USGS QUAD - SALTER PATH (1994) AC7486 AC7486 *CURRENT SURVEY CONTROL AC7486 ___________________________________________________________________ AC7486* NAD 83(1986)- 34 40 15. (N) 076 59 38. (W) SCALED AC7486* NAVD 88 - 6.488 (meters) 21.29 (feet) ADJUSTED AC7486 ___________________________________________________________________ AC7486 GEOID HEIGHT- -37.21 (meters) GEOID99 AC7486 DYNAMIC HT - 6.482 (meters) 21.27 (feet) COMP AC7486 MODELED GRAV- 979,706.2 (mgal) NAVD 88 AC7486 AC7486 VERT ORDER - SECOND CLASS II AC7486 AC7486.The horizontal coordinates were scaled from a topographic map and have AC7486.an estimated accuracy of +/- 6 seconds. AC7486 AC7486.The orthometric height was determined by differential leveling AC7486.and adjusted by the National Geodetic Survey in May 1997. AC7486 AC7486.The geoid height was determined by GEOID99. AC7486 AC7486.The dynamic height is computed by dividing the NAVD 88 AC7486.geopotential number by the normal gravity value computed on the AC7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7486.degrees latitude (g = 980.6199 gals.). AC7486 AC7486.The modeled gravity was interpolated from observed gravity values. AC7486 AC7486; North East Units Estimated Accuracy AC7486;SPC NC - 104,010. 793,440. MT (+/- 180 meters Scaled) AC7486 AC7486 SUPERSEDED SURVEY CONTROL AC7486 AC7486.No superseded survey control is available for this station. AC7486 AC7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD173383(NAD 83) AC7486_MARKER: DB = BENCH MARK DISK AC7486_SETTING: 31 = SET IN CONCRETE POWER POLE BASE AC7486_STAMPING: CAR 77 1992 AC7486_MARK LOGO: NCGS AC7486_MAGNETIC: N = NO MAGNETIC MATERIAL AC7486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC7486+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7486 AC7486 HISTORY - Date Condition Report By AC7486 HISTORY - 1992 MONUMENTED NCGS AC7486 HISTORY - 20030205 GOOD USPSQD AC7486 AC7486 STATION DESCRIPTION AC7486 AC7486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7486'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR AC7486'2.35 MI (3.78 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE ON THE AC7486'SOUTH SIDE OF NC 58, ABOUT 250 FEET (76.2 M) WEST OF MILE POST AC7486'17.$MARK IS FLUSH WITH GROUND AND ABOUT 6-FEET LOWER THAN NC 58. AC7486'LOCATED 50.3 FT (15.3 M) SOUTH OF THE CENTERLINE OF NC 58, 1.2 FT (0.4 AC7486'M) WEST OF THE FACE OF A CONCRETE POWER POLE, 4.6 FT (1.4 M) AC7486'SOUTH-SOUTHEAST OF A FIRE HYDRANT, AND 77.8 FT (23.7 M) EAST OF A AC7486'TELEPHONE PEDESTAL. AC7486 AC7486 STATION RECOVERY (2003) AC7486 AC7486'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7514 *********************************************************************** AC7514 DESIGNATION - CAR 90 AC7514 PID - AC7514 AC7514 STATE/COUNTY- NC/CARTERET AC7514 USGS QUAD - MANSFIELD (1994) AC7514 AC7514 *CURRENT SURVEY CONTROL AC7514 ___________________________________________________________________ AC7514* NAD 83(1986)- 34 42 01. (N) 076 45 33. (W) SCALED AC7514* NAVD 88 - 2.036 (meters) 6.68 (feet) ADJUSTED AC7514 ___________________________________________________________________ AC7514 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7514 DYNAMIC HT - 2.034 (meters) 6.67 (feet) COMP AC7514 MODELED GRAV- 979,706.6 (mgal) NAVD 88 AC7514 AC7514 VERT ORDER - SECOND CLASS II AC7514 AC7514.The horizontal coordinates were scaled from a topographic map and have AC7514.an estimated accuracy of +/- 6 seconds. AC7514 AC7514.The orthometric height was determined by differential leveling AC7514.and adjusted by the National Geodetic Survey in May 1997. AC7514 AC7514.The geoid height was determined by GEOID99. AC7514 AC7514.The dynamic height is computed by dividing the NAVD 88 AC7514.geopotential number by the normal gravity value computed on the AC7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7514.degrees latitude (g = 980.6199 gals.). AC7514 AC7514.The modeled gravity was interpolated from observed gravity values. AC7514 AC7514; North East Units Estimated Accuracy AC7514;SPC NC - 107,730. 814,870. MT (+/- 180 meters Scaled) AC7514 AC7514 SUPERSEDED SURVEY CONTROL AC7514 AC7514.No superseded survey control is available for this station. AC7514 AC7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD388412(NAD 83) AC7514_MARKER: DB = BENCH MARK DISK AC7514_SETTING: 34 = SET IN CONCRETE WATER TANK BASE AC7514_STAMPING: CAR 90 1992 AC7514_MARK LOGO: NCGS AC7514_MAGNETIC: N = NO MAGNETIC MATERIAL AC7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC7514+SATELLITE: SATELLITE OBSERVATIONS - 1992 AC7514 AC7514 HISTORY - Date Condition Report By AC7514 HISTORY - 1992 MONUMENTED NCGS AC7514 HISTORY - 20030205 GOOD USPSQD AC7514 AC7514 STATION DESCRIPTION AC7514 AC7514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7514'STATION IS LOCATED IN ATLANTIC BEACH AT THE NO. 2 WATER TANK AC7514'SITE.$ALONG NC 58 FOR 0.1 MI (0.2 KM) EAST FROM THE POST OFFICE IN AC7514'ATLANTIC BEACH, AT WATER TANK, ON THE SOUTH SIDE OF THE 8-FOOT WIDE AC7514'ACCESS DOOR, SET IN THE CONCRETE BASE OF THE WATER TANK.$MARK PROJECTS AC7514'16 INCHES AND IS ABOUT 1-FOOT HIGHER THAN NC 58. LOCATED 225 FT (68.6 AC7514'M) NORTH OF THE CENTERLINE OF NC 58, 80.0 FT (24.4 M) NORTHWEST OF THE AC7514'CENTER OF THE GATE IN THE DRIVEWAY LEADING TO THE TANK, AND 1.8 FT AC7514'(0.5 M) SOUTH OF THE SOUTH EDGE OF THE DOOR FRAME OPENING. AC7514 AC7514 STATION RECOVERY (2003) AC7514 AC7514'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7514'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7517 *********************************************************************** AC7517 DESIGNATION - CAR 92 AC7517 PID - AC7517 AC7517 STATE/COUNTY- NC/CARTERET AC7517 USGS QUAD - SWANSBORO (1994) AC7517 AC7517 *CURRENT SURVEY CONTROL AC7517 ___________________________________________________________________ AC7517* NAD 83(1986)- 34 39 28. (N) 077 04 19. (W) SCALED AC7517* NAVD 88 - 5.851 (meters) 19.20 (feet) ADJUSTED AC7517 ___________________________________________________________________ AC7517 GEOID HEIGHT- -37.11 (meters) GEOID99 AC7517 DYNAMIC HT - 5.845 (meters) 19.18 (feet) COMP AC7517 MODELED GRAV- 979,713.9 (mgal) NAVD 88 AC7517 AC7517 VERT ORDER - SECOND CLASS II AC7517 AC7517.The horizontal coordinates were scaled from a topographic map and have AC7517.an estimated accuracy of +/- 6 seconds. AC7517 AC7517.The orthometric height was determined by differential leveling AC7517.and adjusted by the National Geodetic Survey in May 1997. AC7517 AC7517.The geoid height was determined by GEOID99. AC7517 AC7517.The dynamic height is computed by dividing the NAVD 88 AC7517.geopotential number by the normal gravity value computed on the AC7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7517.degrees latitude (g = 980.6199 gals.). AC7517 AC7517.The modeled gravity was interpolated from observed gravity values. AC7517 AC7517; North East Units Estimated Accuracy AC7517;SPC NC - 102,420. 786,320. MT (+/- 180 meters Scaled) AC7517 AC7517 SUPERSEDED SURVEY CONTROL AC7517 AC7517.No superseded survey control is available for this station. AC7517 AC7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD101370(NAD 83) AC7517_MARKER: DB = BENCH MARK DISK AC7517_SETTING: 31 = SET IN CONCRETE CURB GUTTER AC7517_STAMPING: CAR 92 1992 AC7517_MARK LOGO: NCGS AC7517_MAGNETIC: N = NO MAGNETIC MATERIAL AC7517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7517+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7517 AC7517 HISTORY - Date Condition Report By AC7517 HISTORY - 1992 MONUMENTED NCGS AC7517 HISTORY - 20030205 GOOD USPSQD AC7517 AC7517 STATION DESCRIPTION AC7517 AC7517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7517'STATION IS LOCATED IN WESTERN EMERALD ISLE.$PROCEED ALONG NC 58 FOR AC7517'1.6 MI (2.6 KM) WEST FROM THE POST OFFICE IN EMERALD ISLE TO COAST AC7517'GUARD ROAD, THENCE WEST ON COAST GUARD ROAD FOR 0.6 MI (1.0 KM) TO AC7517'STATION ON THE NORTH SIDE OF THE ROAD, IN THE SOUTH CURBING OF THE AC7517'TRAFFIC ISLAND (ENTRANCE TO CAPE EMERALD SUBDIVISION).$MARK IS FLUSH AC7517'WITH PAVEMENT AND ABOUT 1-FOOT LOWER THAN THE ROAD. LOCATED 66.0 FT AC7517'(20.1 M) NORTH OF THE CENTERLINE OF COAST GUARD ROAD, 49.4 FT (15.1 M) AC7517'NORTH OF A WATER VALVE, AND 56.6 FT (17.3 M) NORTH-NORTHEAST OF A AC7517'WATER VALVE. AC7517 AC7517 STATION RECOVERY (2003) AC7517 AC7517'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7517'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5673 *********************************************************************** AH5673 DESIGNATION - CAR 93 AH5673 PID - AH5673 AH5673 STATE/COUNTY- NC/CARTERET AH5673 USGS QUAD - NORTH BAY (1971) AH5673 AH5673 *CURRENT SURVEY CONTROL AH5673 ___________________________________________________________________ AH5673* NAD 83(1986)- 35 00 17. (N) 076 18 53. (W) SCALED AH5673* NAVD 88 - 0.592 (meters) 1.94 (feet) POSTED AH5673 ___________________________________________________________________ AH5673 GEOID HEIGHT- -37.79 (meters) GEOID99 AH5673 DYNAMIC HT - 0.590 (meters) 1.94 (feet) COMP AH5673 MODELED GRAV- 979,735.9 (mgal) NAVD 88 AH5673 AH5673 VERT ORDER - * POSTED, Code D , SEE BELOW AH5673 AH5673.The horizontal coordinates were scaled from a topographic map and have AH5673.an estimated accuracy of +/- 6 seconds. AH5673 AH5673.The orthometric height was determined by differential leveling AH5673.and adjusted by the National Geodetic Survey in April 2001. AH5673.* This is a POSTED BENCH MARK height. Code D indicates a distribution AH5673.rate of 3.1 thru 4.0 mm/km. AH5673 AH5673.The geoid height was determined by GEOID99. AH5673 AH5673.The dynamic height is computed by dividing the NAVD 88 AH5673.geopotential number by the normal gravity value computed on the AH5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5673.degrees latitude (g = 980.6199 gals.). AH5673 AH5673.The modeled gravity was interpolated from observed gravity values. AH5673 AH5673; North East Units Estimated Accuracy AH5673;SPC NC - 142,500. 854,660. MT (+/- 180 meters Scaled) AH5673 AH5673 SUPERSEDED SURVEY CONTROL AH5673 AH5673.No superseded survey control is available for this station. AH5673 AH5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD800743(NAD 83) AH5673_MARKER: DB = BENCH MARK DISK AH5673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5673_STAMPING: CAR 93 1998 AH5673_MARK LOGO: NCGS AH5673_PROJECTION: FLUSH AH5673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5673+STABILITY: SURFACE MOTION AH5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5673+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AH5673 AH5673 HISTORY - Date Condition Report By AH5673 HISTORY - 1998 MONUMENTED NCGS AH5673 HISTORY - 19980330 GOOD NCGS AH5673 HISTORY - 20030203 GOOD USPSQD AH5673 AH5673 STATION DESCRIPTION AH5673 AH5673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 AH5673'STATION IS LOCATED ABOUT 36.9 MI (59.4 KM) NORTHEAST OF BEAUFORT AND AH5673'11.2 MI (18.0 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE AH5673'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND SR 1389 (DITCH PATH AH5673'ROAD) . ALONG NC HWY 12 FOR 11.1 MI (17.9 KM) NORTHEAST FROM AH5673'INTERSECTION OF US HWY 70 AND NC HWY 12 AT SEA LEVEL TO SR 1389 AND AH5673'STATION ON LEFT IN THE NORTHWEST QUADRANT OF INTERSECTION. MARK IS AH5673'LOCATED 30.0 FT (9.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF NC HWY 12, AH5673'30.2 FT (9.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1389 AND 9.0 AH5673'FT (2.7 M) SOUTHEAST OF A 12-INCH PINE WITH A REFERENCE TAG. AH5673 AH5673 STATION RECOVERY (1998) AH5673 AH5673'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5673'STATION IS LOCATED ABOUT 36.9 MI (59.4 KM) NORTHEAST OF BEAUFORT, 11.1 AH5673'MI (17.9 KM) NORTHEAST OF SEALEVEL, ALONG NC 12 FOR 11.1 MI (17.9 KM) AH5673'NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO SR 1389 (DITCH PATCH AH5673'ROAD), IN THE NORTHWEST QUADRANT. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER AH5673'THAN NC 12 AND FLUSH WITH THE GROUND. LOCATED 30.0 FT (9.1 M) AH5673'WEST-SOUTHWEST OF THE CENTERLINE OF NC 12, 30.2 FT (9.2 M) AH5673'WEST-NORTHWEST OF THE CENTERLINE OF SR 1389, AND 9.0 FT (2.7 M) AH5673'SOUTHEAST OF A 12-INCH PINE WITH REFERENCE TAG. AH5673 AH5673 STATION RECOVERY (2003) AH5673 AH5673'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AH5673'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5672 *********************************************************************** AH5672 DESIGNATION - CAR 94 AH5672 PID - AH5672 AH5672 STATE/COUNTY- NC/CARTERET AH5672 USGS QUAD - ATLANTIC (1949) AH5672 AH5672 *CURRENT SURVEY CONTROL AH5672 ___________________________________________________________________ AH5672* NAD 83(1986)- 34 59 33. (N) 076 18 32. (W) SCALED AH5672* NAVD 88 - 1.273 (meters) 4.18 (feet) POSTED AH5672 ___________________________________________________________________ AH5672 GEOID HEIGHT- -37.79 (meters) GEOID99 AH5672 DYNAMIC HT - 1.270 (meters) 4.17 (feet) COMP AH5672 MODELED GRAV- 979,734.8 (mgal) NAVD 88 AH5672 AH5672 VERT ORDER - * POSTED, Code D , SEE BELOW AH5672 AH5672.The horizontal coordinates were scaled from a topographic map and have AH5672.an estimated accuracy of +/- 6 seconds. AH5672 AH5672.The orthometric height was determined by differential leveling AH5672.and adjusted by the National Geodetic Survey in April 2001. AH5672.* This is a POSTED BENCH MARK height. Code D indicates a distribution AH5672.rate of 3.1 thru 4.0 mm/km. AH5672 AH5672.The geoid height was determined by GEOID99. AH5672 AH5672.The dynamic height is computed by dividing the NAVD 88 AH5672.geopotential number by the normal gravity value computed on the AH5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5672.degrees latitude (g = 980.6199 gals.). AH5672 AH5672.The modeled gravity was interpolated from observed gravity values. AH5672 AH5672; North East Units Estimated Accuracy AH5672;SPC NC - 141,160. 855,230. MT (+/- 180 meters Scaled) AH5672 AH5672 SUPERSEDED SURVEY CONTROL AH5672 AH5672.No superseded survey control is available for this station. AH5672 AH5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD805729(NAD 83) AH5672_MARKER: DB = BENCH MARK DISK AH5672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5672_STAMPING: CAR 94 1998 AH5672_MARK LOGO: NCGS AH5672_PROJECTION: FLUSH AH5672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5672+STABILITY: SURFACE MOTION AH5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5672+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AH5672 AH5672 HISTORY - Date Condition Report By AH5672 HISTORY - 1998 MONUMENTED NCGS AH5672 HISTORY - 19980330 GOOD NCGS AH5672 HISTORY - 20030203 GOOD USPSQD AH5672 AH5672 STATION DESCRIPTION AH5672 AH5672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 AH5672'STATION IS LOCATED ABOUT 36.0 MI (57.9 KM) NORTHEAST OF BEAUFORT AND AH5672'10.2 MI (16.4 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE AH5672'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND SR 1390 (LANDING AH5672'ROAD) . ALONG NC HWY 12 FOR 10.2 MI (16.4 KM) NORTHEAST FROM AH5672'INTERSECTION OF US HWY 70 AND NC HWY 12 AT SEA LEVEL TO SR 1390 AND AH5672'STATION ON RIGHT IN THE NORTHEAST QUADRANT OF INTERSECTION. MARK IS AH5672'ABOUT 1 FOOT (0.3 M) HIGHER THAN ROAD SURFACE AND FLUSH WITH THE AH5672'GROUND. LOCATED 24.4 FT (7.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF AH5672'NC HWY 12, 24.1 FT (7.3 M) NORTHEAST OF THE CENTERLINE OF SR 1390 AND AH5672'4.3 FT (1.3 M) EAST OF THE STREET SIGN. AH5672 AH5672 STATION RECOVERY (1998) AH5672 AH5672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5672'STATION IS LOCATED IN ABOUT 36.0 MI (57.9 KM) NORTHEAST OF BEAUFORT, AH5672'10.2 MI (16.4 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. ALONG NC AH5672'12 FOR 10.2 MI (16.4 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, AH5672'TO SR 1390 (LANDING ROAD), IN THE NORTHEAST QUADRANT. MARK IS ABOUT AH5672'1-FOOT HIGHER THAN NC 12 AND FLUSH WITH THE GROUND. LOCATED 24.4 FT AH5672'(7.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 12, 24.1 FT (7.3 M) AH5672'NORTHEAST OF THE CENTERLINE OF SR 1390, AND 4.3 FT (1.3 M) EAST OF AH5672'ROAD SIGN. AH5672 AH5672 STATION RECOVERY (2003) AH5672 AH5672'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AH5672'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5671 *********************************************************************** AH5671 DESIGNATION - CAR 95 AH5671 PID - AH5671 AH5671 STATE/COUNTY- NC/CARTERET AH5671 USGS QUAD - ATLANTIC (1949) AH5671 AH5671 *CURRENT SURVEY CONTROL AH5671 ___________________________________________________________________ AH5671* NAD 83(1986)- 34 59 07. (N) 076 18 17. (W) SCALED AH5671* NAVD 88 - 2.268 (meters) 7.44 (feet) POSTED AH5671 ___________________________________________________________________ AH5671 GEOID HEIGHT- -37.79 (meters) GEOID99 AH5671 DYNAMIC HT - 2.270 (meters) 7.45 (feet) COMP AH5671 MODELED GRAV- 979,734.8 (mgal) NAVD 88 AH5671 AH5671 VERT ORDER - * POSTED, Code D , SEE BELOW AH5671 AH5671.The horizontal coordinates were scaled from a topographic map and have AH5671.an estimated accuracy of +/- 6 seconds. AH5671 AH5671.The orthometric height was determined by differential leveling AH5671.and adjusted by the National Geodetic Survey in April 2001. AH5671.* This is a POSTED BENCH MARK height. Code D indicates a distribution AH5671.rate of 3.1 thru 4.0 mm/km. AH5671 AH5671.The geoid height was determined by GEOID99. AH5671 AH5671.The dynamic height is computed by dividing the NAVD 88 AH5671.geopotential number by the normal gravity value computed on the AH5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5671.degrees latitude (g = 980.6199 gals.). AH5671 AH5671.The modeled gravity was interpolated from observed gravity values. AH5671 AH5671; North East Units Estimated Accuracy AH5671;SPC NC - 140,370. 855,630. MT (+/- 180 meters Scaled) AH5671 AH5671 SUPERSEDED SURVEY CONTROL AH5671 AH5671.No superseded survey control is available for this station. AH5671 AH5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD809721(NAD 83) AH5671_MARKER: DB = BENCH MARK DISK AH5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5671_STAMPING: CAR 95 1998 AH5671_MARK LOGO: NCGS AH5671_PROJECTION: FLUSH AH5671_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5671+STABILITY: SURFACE MOTION AH5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5671+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AH5671 AH5671 HISTORY - Date Condition Report By AH5671 HISTORY - 1998 MONUMENTED NCGS AH5671 HISTORY - 19980330 GOOD NCGS AH5671 HISTORY - 20030203 GOOD USPSQD AH5671 AH5671 STATION DESCRIPTION AH5671 AH5671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 AH5671'STATION IS LOCATED ABOUT 35.3 MI (56.8 KM) NORTHEAST OF BEAUFORT AND AH5671'9.5 MI (15.3 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE AH5671'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND STYRON DRIVE. ALONG AH5671'NC HWY 12 FOR 9.5 MI (15.3 KM) NORTHEAST FROM INTERSECTION OF US HWY AH5671'70 AND NC HWY 12 AT SEA LEVEL TO STYRON DRIVE AND STATION ON LEFT IN AH5671'THE SOUTHWEST QUADRANT OF INTERSECTION IN POWER LINE RIGHT OF WAY. AH5671'MARK IS ABOUT 2 FT (0.6 M) HIGHER THAN ROAD SURFACE AND FLUSH WITH AH5671'GROUND. LOCATED 32.3 FT (9.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF AH5671'NC HWY 12, 38.1 FT (11.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF STYRON AH5671'DRIVE AND 23.1 FT (7.0 M) EAST-SOUTHEAST OF A POWER POLE WITH A AH5671'REFERENCE TAG. AH5671 AH5671 STATION RECOVERY (1998) AH5671 AH5671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5671'STATION IS LOCATED ABOUT 35.3 MI (56.8 KM) NORTHEAST OF BEAUFORT, 9.5 AH5671'MI (15.3 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. ALONG NC 12 AH5671'FOR 9.5 MI (15.3 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO AH5671'STYRON DRIVE, IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 2-FEET HIGHER AH5671'THAN NC 12 AND FLUSH WITH THE GROUND. LOCATED 32.3 FT (9.8 M) AH5671'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 12, 38.1 FT (11.6 M) AH5671'EAST-SOUTHEAST OF THE CENTERLINE OF STYRON DRIVE (UNNUMBERED DIRT AH5671'DRIVE), AND 23.1 FT (7.0 M) EAST-SOUTHEAST OF A POWER POLE WITH AH5671'REFERENCE TAG. AH5671 AH5671 STATION RECOVERY (2003) AH5671 AH5671'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AH5671'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5670 *********************************************************************** AH5670 DESIGNATION - CAR 96 AH5670 PID - AH5670 AH5670 STATE/COUNTY- NC/CARTERET AH5670 USGS QUAD - ATLANTIC (1949) AH5670 AH5670 *CURRENT SURVEY CONTROL AH5670 ___________________________________________________________________ AH5670* NAD 83(1986)- 34 58 25. (N) 076 18 03. (W) SCALED AH5670* NAVD 88 - 2.181 (meters) 7.16 (feet) POSTED AH5670 ___________________________________________________________________ AH5670 GEOID HEIGHT- -37.79 (meters) GEOID99 AH5670 DYNAMIC HT - 2.180 (meters) 7.15 (feet) COMP AH5670 MODELED GRAV- 979,734.6 (mgal) NAVD 88 AH5670 AH5670 VERT ORDER - * POSTED, Code D , SEE BELOW AH5670 AH5670.The horizontal coordinates were scaled from a topographic map and have AH5670.an estimated accuracy of +/- 6 seconds. AH5670 AH5670.The orthometric height was determined by differential leveling AH5670.and adjusted by the National Geodetic Survey in April 2001. AH5670.* This is a POSTED BENCH MARK height. Code D indicates a distribution AH5670.rate of 3.1 thru 4.0 mm/km. AH5670 AH5670.The geoid height was determined by GEOID99. AH5670 AH5670.The dynamic height is computed by dividing the NAVD 88 AH5670.geopotential number by the normal gravity value computed on the AH5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5670.degrees latitude (g = 980.6199 gals.). AH5670 AH5670.The modeled gravity was interpolated from observed gravity values. AH5670 AH5670; North East Units Estimated Accuracy AH5670;SPC NC - 139,090. 856,020. MT (+/- 180 meters Scaled) AH5670 AH5670 SUPERSEDED SURVEY CONTROL AH5670 AH5670.No superseded survey control is available for this station. AH5670 AH5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD812708(NAD 83) AH5670_MARKER: DB = BENCH MARK DISK AH5670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5670_STAMPING: CAR 96 1998 AH5670_MARK LOGO: NCGS AH5670_PROJECTION: FLUSH AH5670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5670+STABILITY: SURFACE MOTION AH5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5670+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998 AH5670 AH5670 HISTORY - Date Condition Report By AH5670 HISTORY - 1998 MONUMENTED NCGS AH5670 HISTORY - 19980330 GOOD NCGS AH5670 HISTORY - 20030203 POOR USPSQD AH5670 AH5670 STATION DESCRIPTION AH5670 AH5670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 AH5670'LOCATED ABOUT 34.3 MI (55.2 KM) NORTHEAST OF BEAUFORT AND 8.5 MI (13.7 AH5670'KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE INTERSECTION OF NC AH5670'HWY 12 (CEDAR ISLAND ROAD) AND SR 1388 (LOLA ROAD). ALONG NC HWY 12 AH5670'FOR 8.5 MI (13.7 KM) NORTHEAST FROM INTERSECTION OF US HWY 70 AND NC AH5670'HWY 12 AT SEA LEVEL TO SR 1388 AND STATION IN THE SOUTHEAST QUADRANT AH5670'OF INTERSECTION. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD SURFACE AH5670'AND FLUSH WITH GROUND. LOCATED 43.2 FT (13.2 M) SOUTHEAST OF THE AH5670'CENTERLINE OF NC HWY 12, 35.5 FT (10.8 M) NORTHEAST OF THE CENTERLINE AH5670'OF SR 1388, 17.2 FT (5.2 M) EAST-SOUTHEAST OF STREET NAME SIGN AND AH5670'24.8 FT (7.6 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER 12R252E. AH5670 AH5670 STATION RECOVERY (1998) AH5670 AH5670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5670'STATION IS LOCATED ABOUT 34.3 MI (55.2 KM) NORTHEAST OF BEAUFORT, 8.5 AH5670'MI (13.7 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. ALONG NC 12 AH5670'FOR 8.5 MI (13.7 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO AH5670'SR 1388 (LOLA ROAD) AND IN THE SOUTHEAST QUADRANT. MARK IS ABOUT AH5670'1-FOOT LOWER THAN NC 12 AND IS FLUSH WITH THE GROUND. LOCATED 43.2 FT AH5670'(13.2 M) SOUTHEAST OF THE CENTERLINE OF NC 12, 35.5 FT (10.8 M) AH5670'NORTHEAST OF SR 1388, 17.2 FT (5.2 M) EAST-SOUTHEAST OF ROAD NAME AH5670'SIGN, AND 24.8 FT (7.6 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL AH5670'12R252E. AH5670 AH5670 STATION RECOVERY (2003) AH5670 AH5670'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AH5670'CONCRETE POST AND REFERENCES ARE CORRECT BUT DISK IS MISSING FROM TOP AH5670'OF CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7471 *********************************************************************** AC7471 DESIGNATION - CHAPEL AC7471 PID - AC7471 AC7471 STATE/COUNTY- NC/CARTERET AC7471 USGS QUAD - SWANSBORO (1994) AC7471 AC7471 *CURRENT SURVEY CONTROL AC7471 ___________________________________________________________________ AC7471* NAD 83(1986)- 34 40 12.50906(N) 077 00 19.22872(W) ADJUSTED AC7471* NAVD 88 - 6.966 (meters) 22.85 (feet) ADJUSTED AC7471 ___________________________________________________________________ AC7471 LAPLACE CORR- -2.21 (seconds) DEFLEC99 AC7471 GEOID HEIGHT- -37.19 (meters) GEOID99 AC7471 DYNAMIC HT - 6.960 (meters) 22.83 (feet) COMP AC7471 MODELED GRAV- 979,711.4 (mgal) NAVD 88 AC7471 AC7471 HORZ ORDER - FIRST AC7471 VERT ORDER - SECOND CLASS II AC7471 AC7471.The North Carolina/South Carolina HARNS have been completed but, AC7471.due to contractual restrictions, coordinates for these stations AC7471.will NOT be published in the near future. In the interim, the AC7471.published coordinates in North and South Carolina will not be AC7471.consistent with the Continuously Operating Reference Stations AC7471.(CORS). The HARN coordinates for these stations are available AC7471.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7471.Lapine(803-896-7700). AC7471. AC7471.In addition, the published North and South Carolina positions AC7471.(NAD 83 (1986)) are NOT consistent with those determined in AC7471.adjacent state readjustments. The discontinuity between stations AC7471.located in North or South Carolina and those in adjacent states AC7471.which have been adjusted to the HARN may be as much as 5 AC7471.decimeters. This will result in a significant loss of accuracy AC7471.over lines crossing such state borders. AC7471 AC7471 AC7471.The horizontal coordinates were established by GPS observations AC7471.and adjusted by the National Geodetic Survey in March 1997. AC7471 AC7471.The orthometric height was determined by differential leveling AC7471.and adjusted by the National Geodetic Survey in May 1997. AC7471 AC7471.The Laplace correction was computed from DEFLEC99 derived deflections. AC7471 AC7471.The geoid height was determined by GEOID99. AC7471 AC7471.The dynamic height is computed by dividing the NAVD 88 AC7471.geopotential number by the normal gravity value computed on the AC7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7471.degrees latitude (g = 980.6199 gals.). AC7471 AC7471.The modeled gravity was interpolated from observed gravity values. AC7471 AC7471; North East Units Scale Converg. AC7471;SPC NC - 103,909.065 792,391.421 MT 0.99992376 +1 09 04.5 AC7471;UTM 18 - 3,838,293.494 316,264.637 MT 1.00001611 -1 08 27.8 AC7471 AC7471|---------------------------------------------------------------------| AC7471| PID Reference Object Distance Geod. Az | AC7471| dddmmss.s | AC7471| AC7472 COQUINA 384.028 METERS 21102 | AC7471|---------------------------------------------------------------------| AC7471 AC7471 SUPERSEDED SURVEY CONTROL AC7471 AC7471.No superseded survey control is available for this station. AC7471 AC7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1626538293(NAD 83) AC7471_MARKER: DH = HORIZONTAL CONTROL DISK AC7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7471_STAMPING: CHAPEL 1992 AC7471_MARK LOGO: NCGS AC7471_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7471+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7471 AC7471 HISTORY - Date Condition Report By AC7471 HISTORY - 1992 MONUMENTED NCGS AC7471 HISTORY - 20030205 GOOD USPSQD AC7471 AC7471 STATION DESCRIPTION AC7471 AC7471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7471'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR AC7471'1.65 MI (2.66 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE, AT THE AC7471'EMERALD ISLE CHAPEL BY THE SEA, IN THE NORTH SHOULDER, ABOUT 320 FEET AC7471'(97.5 M) EAST OF SCOTCH BONNET DRIVE.$MARK IS RECESSED 2 INCHES BELOW AC7471'GROUND AND IS LEVEL WITH NC 58. LOCATED 35.7 FT (10.9 M) NORTH OF THE AC7471'CENTERLINE OF NC 58, 116.3 FT (35.4 M) WEST OF THE ASPHALT ENTRANCE TO AC7471'CHAPEL, 86.1 FT (26.2 M) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL 546-5, AC7471'84.2 FT (25.7 M) SOUTHWEST OF A WATER METER--AND 83.6 FT (25.5 M) AC7471'WEST-SOUTHWEST OF A POWER POLE, 47.7 FT (14.5 M) SOUTH-SOUTHEAST OF AC7471'16-INCH PINE--BOTH WITH REFERENCE TAGS.$EMERALD ISLE WEST TANK IS AC7471'VISIBLE AND THE GRID AZIMUTH IS--259-18-17.15. AC7471 AC7471 STATION RECOVERY (2003) AC7471 AC7471'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7471'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1507 *********************************************************************** EA1507 DESIGNATION - CHISELED SQUARE 7 NCGS EA1507 PID - EA1507 EA1507 STATE/COUNTY- NC/CARTERET EA1507 USGS QUAD - BEAUFORT (1987) EA1507 EA1507 *CURRENT SURVEY CONTROL EA1507 ___________________________________________________________________ EA1507* NAD 83(1986)- 34 43 11. (N) 076 39 17. (W) SCALED EA1507* NAVD 88 - 3.175 (meters) 10.42 (feet) ADJUSTED EA1507 ___________________________________________________________________ EA1507 GEOID HEIGHT- -37.48 (meters) GEOID99 EA1507 DYNAMIC HT - 3.172 (meters) 10.41 (feet) COMP EA1507 MODELED GRAV- 979,716.2 (mgal) NAVD 88 EA1507 EA1507 VERT ORDER - SECOND CLASS II EA1507 EA1507.The horizontal coordinates were scaled from a topographic map and have EA1507.an estimated accuracy of +/- 6 seconds. EA1507 EA1507.The orthometric height was determined by differential leveling EA1507.and adjusted by the National Geodetic Survey in June 1991. EA1507 EA1507.The geoid height was determined by GEOID99. EA1507 EA1507.The dynamic height is computed by dividing the NAVD 88 EA1507.geopotential number by the normal gravity value computed on the EA1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1507.degrees latitude (g = 980.6199 gals.). EA1507 EA1507.The modeled gravity was interpolated from observed gravity values. EA1507 EA1507; North East Units Estimated Accuracy EA1507;SPC NC - 110,110. 824,390. MT (+/- 180 meters Scaled) EA1507 EA1507 SUPERSEDED SURVEY CONTROL EA1507 EA1507.No superseded survey control is available for this station. EA1507 EA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD484432(NAD 83) EA1507_MARKER: Q = CHISELED SQUARE EA1507_SETTING: 34 = SIGN BASE EA1507_MARK LOGO: NCGS EA1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1507+STABILITY: SURFACE MOTION EA1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1507+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1507 EA1507 HISTORY - Date Condition Report By EA1507 HISTORY - 1982 MONUMENTED NCGS EA1507 HISTORY - 19890813 GOOD USPSQD EA1507 HISTORY - 19960513 MARK NOT FOUND USPSQD EA1507 HISTORY - 19980531 GOOD USPSQD EA1507 HISTORY - 20030202 GOOD USPSQD EA1507 EA1507 STATION DESCRIPTION EA1507 EA1507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1507'IN BEAUFORT. EA1507'IN BEAUFORT, AT THE INTERSECTION OF US 70 (LIVE OAK STREET) AND SR EA1507'1311 (MULLBERRY STREET) IN THE SOUTHERNMOST QUADRANT, ACROSS FROM EA1507'BEAUFORT ELEMENTARY SCHOOL, IN BASE OF SIGN FOR MERITA BAKERY DISCOUNT EA1507'STORE (FORMERLY A SERVICE STATION), 39.4 FEET SOUTHEAST OF CENTERLINE EA1507'OF LIVE OAK STREET, 33.3 FEET SOUTHWEST OF CENTERLINE MULBERRY STREET, EA1507'AND 53.0 FEET WEST OF NORTHERNMOST CORNER OF STORE. EA1507'THE MARK IS 0.5 FT ABOVE INTERSECTION. EA1507 EA1507 STATION RECOVERY (1989) EA1507 EA1507'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA1507'RECOVERED IN GOOD CONDITION. EA1507 EA1507 STATION RECOVERY (1996) EA1507 EA1507'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1507'MARK NOT FOUND. EA1507 EA1507 STATION RECOVERY (1998) EA1507 EA1507'RECOVERY NOTE BY US POWER SQUADRON 1998 EA1507'RECOVERED IN GOOD CONDITION. EA1507 EA1507 STATION RECOVERY (2003) EA1507 EA1507'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1507'STORE IS NOW MARK'S TIRE SERVICE. MERITA SIGN IS GONE AND ONLY THE EA1507'BASE WHERE THE CHISELED MARK IS REMAINS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1511 *********************************************************************** EA1511 DESIGNATION - CHISELED SQUARE 8 NCGS EA1511 PID - EA1511 EA1511 STATE/COUNTY- NC/CARTERET EA1511 USGS QUAD - HARKERS ISLAND (1983) EA1511 EA1511 *CURRENT SURVEY CONTROL EA1511 ___________________________________________________________________ EA1511* NAD 83(1986)- 34 42 33. (N) 076 37 14. (W) SCALED EA1511* NAVD 88 - 2.766 (meters) 9.07 (feet) ADJUSTED EA1511 ___________________________________________________________________ EA1511 GEOID HEIGHT- -37.50 (meters) GEOID99 EA1511 DYNAMIC HT - 2.764 (meters) 9.07 (feet) COMP EA1511 MODELED GRAV- 979,719.1 (mgal) NAVD 88 EA1511 EA1511 VERT ORDER - SECOND CLASS II EA1511 EA1511.The horizontal coordinates were scaled from a topographic map and have EA1511.an estimated accuracy of +/- 6 seconds. EA1511 EA1511.The orthometric height was determined by differential leveling EA1511.and adjusted by the National Geodetic Survey in June 1991. EA1511 EA1511.The geoid height was determined by GEOID99. EA1511 EA1511.The dynamic height is computed by dividing the NAVD 88 EA1511.geopotential number by the normal gravity value computed on the EA1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1511.degrees latitude (g = 980.6199 gals.). EA1511 EA1511.The modeled gravity was interpolated from observed gravity values. EA1511 EA1511; North East Units Estimated Accuracy EA1511;SPC NC - 109,010. 827,540. MT (+/- 180 meters Scaled) EA1511 EA1511 SUPERSEDED SURVEY CONTROL EA1511 EA1511.No superseded survey control is available for this station. EA1511 EA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD515419(NAD 83) EA1511_MARKER: Q = CHISELED SQUARE EA1511_SETTING: 30 = COLUMN EA1511_MARK LOGO: NCGS EA1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1511 EA1511 HISTORY - Date Condition Report By EA1511 HISTORY - 1982 MONUMENTED NCGS EA1511 HISTORY - 19890617 GOOD USPSQD EA1511 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1511 EA1511 STATION DESCRIPTION EA1511 EA1511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1511'2.1 MI EAST FROM BEAUFORT. EA1511'2.1 MILES EAST ALONG SR 1310 (MULLBERRY STREET) FROM JUNCTION WITH US EA1511'70 (LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL TO MARK ON RIGHT IN EA1511'TOP OF THE NORTHERNMOST OF TWO 4-FOOT HIGH CONCRETE COLUMNS AT EA1511'ENTRANCE TO A LARGE TIN WAREHOUSE OF STANDARD PRODUCTS COMPANY, EA1511'APPROXIMATELY 500 FEET EAST-SOUTHEAST OF T-INTERSECTION WITH SR 1386, EA1511'83.0 FEET SOUTH OF CENTERLINE OF ROAD AND 3.5 FEET SOUTHWEST OF EA1511'NORTHWEST CORNER OF WAREHOUSE. EA1511'THE MARK IS 4.0 FT ABOVE ROAD. EA1511 EA1511 STATION RECOVERY (1989) EA1511 EA1511'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EA1511'RECOVERED IN GOOD CONDITION. EA1511 EA1511 STATION RECOVERY (2003) EA1511 EA1511'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1511'WAREHOUSE TORN DOWN. NO CONCRETE COLUMNS. AREA NOW TAYLOR'S CREEK EA1511'SUBDIVISION. ROAD IS NOW NAMED LENNOXVILLE ROAD. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7527 *********************************************************************** AC7527 DESIGNATION - COE 1026+86.23 AC7527 PID - AC7527 AC7527 STATE/COUNTY- NC/CARTERET AC7527 USGS QUAD - SWANSBORO (1994) AC7527 AC7527 *CURRENT SURVEY CONTROL AC7527 ___________________________________________________________________ AC7527* NAD 83(1986)- 34 40 01. (N) 077 00 21. (W) SCALED AC7527* NAVD 88 - 5.681 (meters) 18.64 (feet) ADJUSTED AC7527 ___________________________________________________________________ AC7527 GEOID HEIGHT- -37.19 (meters) GEOID99 AC7527 DYNAMIC HT - 5.675 (meters) 18.62 (feet) COMP AC7527 MODELED GRAV- 979,711.4 (mgal) NAVD 88 AC7527 AC7527 VERT ORDER - SECOND CLASS II AC7527 AC7527.The horizontal coordinates were scaled from a topographic map and have AC7527.an estimated accuracy of +/- 6 seconds. AC7527 AC7527.The orthometric height was determined by differential leveling AC7527.and adjusted by the National Geodetic Survey in May 1997. AC7527 AC7527.The geoid height was determined by GEOID99. AC7527 AC7527.The dynamic height is computed by dividing the NAVD 88 AC7527.geopotential number by the normal gravity value computed on the AC7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7527.degrees latitude (g = 980.6199 gals.). AC7527 AC7527.The modeled gravity was interpolated from observed gravity values. AC7527 AC7527; North East Units Estimated Accuracy AC7527;SPC NC - 103,550. 792,350. MT (+/- 180 meters Scaled) AC7527 AC7527 SUPERSEDED SURVEY CONTROL AC7527 AC7527.No superseded survey control is available for this station. AC7527 AC7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD162379(NAD 83) AC7527_MARKER: P = PIPE CAP AC7527_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+) AC7527_MARK LOGO: USE AC7527_MAGNETIC: P = MARKER IS A STEEL PIPE AC7527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7527+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1993 AC7527 AC7527 HISTORY - Date Condition Report By AC7527 HISTORY - UNK MONUMENTED USE AC7527 HISTORY - 19930202 GOOD NCGS AC7527 HISTORY - 20030205 MARK NOT FOUND USPSQD AC7527 AC7527 STATION DESCRIPTION AC7527 AC7527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AC7527'STATION WAS LOCATED BY USING AN AERIAL PHOTOGRAPH. STATION IS IN AC7527'EMERALD ISLE, SOUTH OF SCOTCH BONNET DRIVE AND OCEAN DRIVE IN FIRST AC7527'LINE OF DUNES. MARK IS A GALVANIZED STEEL PIPE WITH CAP. AC7527 AC7527 STATION RECOVERY (2003) AC7527 AC7527'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7527'FOUND ANOTHER MARKER NEARBY. US ARMY CORPS OF ENGINEERS MARKER. AC7527'STAMPED MOE 3 MAY 2001. GPS WAAS 10 SATALITES N 34 40 03.3 AC7527'W 077 00 20.4. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1959 *********************************************************************** EA1959 DESIGNATION - COMET EA1959 PID - EA1959 EA1959 STATE/COUNTY- NC/CARTERET EA1959 USGS QUAD - MANSFIELD (1994) EA1959 EA1959 *CURRENT SURVEY CONTROL EA1959 ___________________________________________________________________ EA1959* NAD 83(1986)- 34 43 37.27064(N) 076 46 07.29522(W) ADJUSTED EA1959* NAVD 88 - 8.4 (meters) 28. (feet) VERTCON EA1959 ___________________________________________________________________ EA1959 LAPLACE CORR- -0.45 (seconds) DEFLEC99 EA1959 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1959 EA1959 HORZ ORDER - SECOND EA1959 EA1959.The North Carolina/South Carolina HARNS have been completed but, EA1959.due to contractual restrictions, coordinates for these stations EA1959.will NOT be published in the near future. In the interim, the EA1959.published coordinates in North and South Carolina will not be EA1959.consistent with the Continuously Operating Reference Stations EA1959.(CORS). The HARN coordinates for these stations are available EA1959.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1959.Lapine(803-896-7700). EA1959. EA1959.In addition, the published North and South Carolina positions EA1959.(NAD 83 (1986)) are NOT consistent with those determined in EA1959.adjacent state readjustments. The discontinuity between stations EA1959.located in North or South Carolina and those in adjacent states EA1959.which have been adjusted to the HARN may be as much as 5 EA1959.decimeters. This will result in a significant loss of accuracy EA1959.over lines crossing such state borders. EA1959 EA1959 EA1959.The horizontal coordinates were established by classical geodetic methods EA1959.and adjusted by the National Geodetic Survey in July 1986. EA1959 EA1959.The NAVD 88 height was computed by applying the VERTCON shift value to EA1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1959 EA1959.The Laplace correction was computed from DEFLEC99 derived deflections. EA1959 EA1959.The geoid height was determined by GEOID99. EA1959 EA1959; North East Units Scale Converg. EA1959;SPC NC - 110,678.344 813,932.563 MT 0.99991425 +1 17 16.2 EA1959;UTM 18 - 3,844,195.409 338,060.556 MT 0.99992323 -1 00 28.0 EA1959 EA1959: Primary Azimuth Mark Grid Az EA1959:SPC NC - GLEN 114 42 28.1 EA1959:UTM 18 - GLEN 117 00 12.3 EA1959 EA1959|---------------------------------------------------------------------| EA1959| PID Reference Object Distance Geod. Az | EA1959| dddmmss.s | EA1959| EA1962 GLEN APPROX. 0.5 KM 1155944.3 | EA1959|---------------------------------------------------------------------| EA1959 EA1959 SUPERSEDED SURVEY CONTROL EA1959 EA1959 NAD 27 - 34 43 36.68827(N) 076 46 08.53096(W) AD( ) 2 EA1959 NGVD 29 - 8.7 (m) 29. (f) VERT ANG EA1959 EA1959.Superseded values are not recommended for survey control. EA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1959.See file dsdata.txt to determine how the superseded data were derived. EA1959 EA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3806144195(NAD 83) EA1959_MARKER: DE = TRAVERSE STATION DISK EA1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1959+STABILITY: SURFACE MOTION EA1959 EA1959 HISTORY - Date Condition Report By EA1959 HISTORY - 1968 MONUMENTED NCGS EA1959 HISTORY - 1973 GOOD NGS EA1959 HISTORY - 1980 MARK NOT FOUND NCDOT EA1959 HISTORY - 1982 MARK NOT FOUND LOCSUR EA1959 HISTORY - 19910622 MARK NOT FOUND USPSQD EA1959 HISTORY - 19921116 MARK NOT FOUND NCGS EA1959 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1959 EA1959 STATION DESCRIPTION EA1959 EA1959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1959'COMET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1959'IN THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1959' EA1959'COMET IS LOCATED APPROXIMATELY 3.2 MILES WNW OF THE CENTER EA1959'OF MOREHEAD. TO REACH STATION PROCEED FROM THE INTERSECTION EA1959'OF NC 24 WITH U.S. 70, GO SOUTHEAST ON U.S. 70 FOR 1.5 MILES EA1959'TO STATION. WHICH IS ON THE NORTHEAST SHOULDER OF NORTH EA1959'BOUND LANE, ABOUT 220 FEET NORTHWEST OF A TURN AROUND AREA AND EA1959'ACROSS U.S. 70 FROM DO-NUT SHOP. EA1959' EA1959'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1959'COMET 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1959'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA1959' EA1959'MARK IS EA1959' EA1959'6.75 FT NE OF NE CURB OF U.S. 70. EA1959' EA1959'34.6 FT SE OF PP 133 WITH ALUMINUM REF. TAG ON NE SIDE OF EA1959'U.S. 70 N BOUND LANE. EA1959' EA1959'14.6 FT NW OF 4X4 POST WITH SPEED LIMIT 45 SIGN ON NE SIDE OF EA1959'N BOUND LANE, AND WITH ALUMINUM REF. TAG. EA1959' EA1959'130.0 FT NW OF STORM DRAIN COVER ON NE SIDE OF U.S. 70 N BOUND LANE. EA1959 EA1959 STATION RECOVERY (1973) EA1959 EA1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1959'STATION RECOVERED AS DESCRIBED BY C.B. MCGHIN EA1959'1968. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- EA1959' EA1959'DO-NUT SHOP IS NOW A RESTAURANT. EA1959' EA1959'4 IN X 4 IN POST WITH SPEED LIMIT 45 SIGN IS GONE. EA1959' EA1959'THE STORM DRAIN COVER IS LOCATED AT CENTER OF SW SIDE OF EA1959'A GASOLINE SERVICE STATION. EA1959 EA1959 STATION RECOVERY (1980) EA1959 EA1959'RECOVERY NOTE BY NC DOT DIV OF HWYS 1980 (RAS) EA1959'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS EA1959'INADEQUATE FOR LOCATING THE MONUMENT. ONE HOURS SEARCH WAS MADE. THE EA1959'REFERENCE OF A STORM DRAIN COVER ONLY REMAINS. THE MARK MAY HAVE BEEN EA1959'DESTROYED IN CONSTRUCTION. EA1959 EA1959 STATION RECOVERY (1982) EA1959 EA1959'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (LJP) EA1959'STATION WAS SEARCHED FOR BUT NOT FOUND. THE TURN AROUND AREA NO LONGER EA1959'EXISTS, COULD NOT LOCATE POWER POLE 133, AND THE REMAINING REFERENCES EA1959'ARE INADEQUATE FOR LOCATING THE STATION. EA1959 EA1959 STATION RECOVERY (1991) EA1959 EA1959'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL) EA1959'MARK NOT FOUND. EA1959 EA1959 STATION RECOVERY (1992) EA1959 EA1959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1959'MARK SEARCHED FOR BUT NOT FOUND. EA1959 EA1959 STATION RECOVERY (2003) EA1959 EA1959'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1959'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0022 *********************************************************************** EA0022 DESIGNATION - D 108 EA0022 PID - EA0022 EA0022 STATE/COUNTY- NC/CARTERET EA0022 USGS QUAD - LONG BAY (1987) EA0022 EA0022 *CURRENT SURVEY CONTROL EA0022 ___________________________________________________________________ EA0022* NAD 83(1986)- 34 53 04. (N) 076 23 36. (W) SCALED EA0022* NAVD 88 - 1.582 (meters) 5.19 (feet) ADJUSTED EA0022 ___________________________________________________________________ EA0022 GEOID HEIGHT- -37.73 (meters) GEOID99 EA0022 DYNAMIC HT - 1.580 (meters) 5.18 (feet) COMP EA0022 MODELED GRAV- 979,724.1 (mgal) NAVD 88 EA0022 EA0022 VERT ORDER - SECOND CLASS 0 EA0022 EA0022.The horizontal coordinates were scaled from a topographic map and have EA0022.an estimated accuracy of +/- 6 seconds. EA0022 EA0022.The orthometric height was determined by differential leveling EA0022.and adjusted by the National Geodetic Survey in June 1991. EA0022 EA0022.The geoid height was determined by GEOID99. EA0022 EA0022.The dynamic height is computed by dividing the NAVD 88 EA0022.geopotential number by the normal gravity value computed on the EA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0022.degrees latitude (g = 980.6199 gals.). EA0022 EA0022.The modeled gravity was interpolated from observed gravity values. EA0022 EA0022; North East Units Estimated Accuracy EA0022;SPC NC - 128,970. 847,840. MT (+/- 180 meters Scaled) EA0022 EA0022 SUPERSEDED SURVEY CONTROL EA0022 EA0022 NGVD 29 - 1.882 (m) 6.17 (f) ADJ UNCH 2 0 EA0022 EA0022.Superseded values are not recommended for survey control. EA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0022.See file dsdata.txt to determine how the superseded data were derived. EA0022 EA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD726611(NAD 83) EA0022_MARKER: DB = BENCH MARK DISK EA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0022_STAMPING: D 108 1962 EA0022_MARK LOGO: CGS EA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0022+STABILITY: SURFACE MOTION EA0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0022+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0022 EA0022 HISTORY - Date Condition Report By EA0022 HISTORY - 1962 MONUMENTED CGS EA0022 HISTORY - 1982 GOOD NCGS EA0022 HISTORY - 1985 GOOD USPSQD EA0022 HISTORY - 20030203 GOOD USPSQD EA0022 EA0022 STATION DESCRIPTION EA0022 EA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0022'AT SEALEVEL. EA0022'AT SEALEVEL, ALONG U.S. HIGHWAY 70, NEAR THE SEALEVEL HOSPITAL, EA0022'63 1/2 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE HOSPITAL, EA0022'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 94 FEET NORTH OF EA0022'THE CENTER LINE OF A DRIVEWAY LEADING TO THE HOSPITAL, 10.7 FEET EA0022'NORTH OF A CONCRETE POST WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF EA0022'THE GROUND, 4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE EA0022'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES EA0022'ABOVE THE LEVEL OF THE GROUND. EA0022 EA0022 STATION RECOVERY (1982) EA0022 EA0022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0022'RECOVERED IN GOOD CONDITION. EA0022'THE DESCRIPTION IS ADEQUATE EXCEPT ADD AT SOUTHEAST CORNER OF CEMETERY EA0022'NEAR FENCE. EA0022 EA0022 STATION RECOVERY (1985) EA0022 EA0022'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0022'WITNESS POST SIGN GONE, POST REMAINS. EA0022 EA0022 STATION RECOVERY (2003) EA0022 EA0022'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0022'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY0135 *********************************************************************** EY0135 DESIGNATION - D 239 EY0135 PID - EY0135 EY0135 STATE/COUNTY- NC/CARTERET EY0135 USGS QUAD - NORTH BAY (1971) EY0135 EY0135 *CURRENT SURVEY CONTROL EY0135 ___________________________________________________________________ EY0135* NAD 83(1986)- 35 00 52.81626(N) 076 19 05.61615(W) ADJUSTED EY0135* NAVD 88 - 0.851 (meters) 2.79 (feet) POSTED EY0135 ___________________________________________________________________ EY0135 LAPLACE CORR- -1.31 (seconds) DEFLEC99 EY0135 GEOID HEIGHT- -37.79 (meters) GEOID99 EY0135 DYNAMIC HT - 0.850 (meters) 2.79 (feet) COMP EY0135 MODELED GRAV- 979,736.2 (mgal) NAVD 88 EY0135 EY0135 HORZ ORDER - SECOND EY0135 VERT ORDER - * POSTED, Code NC , SEE BELOW EY0135 EY0135.The North Carolina/South Carolina HARNS have been completed but, EY0135.due to contractual restrictions, coordinates for these stations EY0135.will NOT be published in the near future. In the interim, the EY0135.published coordinates in North and South Carolina will not be EY0135.consistent with the Continuously Operating Reference Stations EY0135.(CORS). The HARN coordinates for these stations are available EY0135.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY0135.Lapine(803-896-7700). EY0135. EY0135.In addition, the published North and South Carolina positions EY0135.(NAD 83 (1986)) are NOT consistent with those determined in EY0135.adjacent state readjustments. The discontinuity between stations EY0135.located in North or South Carolina and those in adjacent states EY0135.which have been adjusted to the HARN may be as much as 5 EY0135.decimeters. This will result in a significant loss of accuracy EY0135.over lines crossing such state borders. EY0135 EY0135 EY0135.The horizontal coordinates were established by classical geodetic methods EY0135.and adjusted by the National Geodetic Survey in January 1998. EY0135 EY0135.The orthometric height was determined by differential leveling EY0135.and adjusted by the National Geodetic Survey in 1992. EY0135.No vertical observational check was made to the station. EY0135.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EY0135.was located on a no-check spur therefore a value was not computed. EY0135 EY0135.The Laplace correction was computed from DEFLEC99 derived deflections. EY0135 EY0135.The geoid height was determined by GEOID99. EY0135 EY0135.The dynamic height is computed by dividing the NAVD 88 EY0135.geopotential number by the normal gravity value computed on the EY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0135.degrees latitude (g = 980.6199 gals.). EY0135 EY0135.The modeled gravity was interpolated from observed gravity values. EY0135 EY0135; North East Units Scale Converg. EY0135;SPC NC - 143,595.706 854,312.821 MT 0.99988111 +1 32 52.2 EY0135;UTM 18 - 3,875,464.006 379,727.451 MT 0.99977828 -0 45 23.3 EY0135 EY0135 SUPERSEDED SURVEY CONTROL EY0135 EY0135 NGVD 29 - 1.149 (m) 3.77 (f) ADJ UNCH 3 0 EY0135 EY0135.Superseded values are not recommended for survey control. EY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0135.See file dsdata.txt to determine how the superseded data were derived. EY0135 EY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7972775464(NAD 83) EY0135_MARKER: DB = BENCH MARK DISK EY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0135_STAMPING: D 239 1947 EY0135_MARK LOGO: CGS EY0135_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0135+STABILITY: SURFACE MOTION EY0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY0135+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EY0135 EY0135 HISTORY - Date Condition Report By EY0135 HISTORY - 1947 MONUMENTED CGS EY0135 HISTORY - 1969 GOOD LOCENG EY0135 HISTORY - 1982 MARK NOT FOUND NCGS EY0135 HISTORY - 19860119 GOOD NCGS EY0135 HISTORY - 19980330 GOOD NCGS EY0135 HISTORY - 20030203 GOOD USPSQD EY0135 EY0135 STATION DESCRIPTION EY0135 EY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EY0135'1.7 MI NW FROM ROE. EY0135'TO REACH FROM ROE, TRAVEL NORTHWEST 1.7 MILE VIA CEDAR ISLAND EY0135'ROAD TO MARK. B.M. IS 6.7 FEET NORTHEAST OF 10 INCH OAK TREE, EY0135'58.0 FEET WEST OF CENTERLINE OF CEDAR ISLAND ROAD. B.M. IS ON EY0135'WEST SIDE OF THE ROAD IN THE CURVE OF THE ROAD, 2.0 FEET SOUTH OF EY0135'WHITE REFERENCE POST. EY0135 EY0135 STATION RECOVERY (1969) EY0135 EY0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 EY0135'RECOVERED IN GOOD CONDITION. EY0135 EY0135 STATION RECOVERY (1982) EY0135 EY0135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0135'CEDAR ISLAND ROAD HAS BEEN PAVED AND CHANGED IN THIS CURVE. EY0135 EY0135 STATION RECOVERY (1986) EY0135 EY0135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY0135'STATION IS LOCATED ON CEDAR ISLAND. ABOUT 0.2 MI (0.3 KM) SOUTHWEST EY0135'FROM THE ENTRANCE TO THE CEDAR ISLAND FERRY, OR 1.35 MI (2.17 KM) EY0135'NORTH FROM THE CEDAR ISLAND UNITED METHODIST CHURCH, ON THE WEST SIDE EY0135'OF NC 12 BEFORE THE FERRY, IN THE EDGE OF THE WOODS. MARK IS LEVEL EY0135'WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 130.6 FT (39.8 M) WEST OF EY0135'THE CENTERLINE OF THE HIGHWAY, 6.5 FT (2.0 M) EAST-NORTHEAST OF A EY0135'PROPERTY IRON--AND 19.5 FT (5.9 M) WEST-SOUTHWEST OF A POWER POLE, EY0135'28.8 FT (8.8 M) WEST-NORTHWEST OF A BILLBOARD SIGN POST--BOTH WITH EY0135'REFERENCE TAGS. EY0135 EY0135 STATION RECOVERY (1998) EY0135 EY0135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EY0135'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. MARK IS EY0135'0.15 MI (0.24 KM) SOUTHWEST OF CEDAR ISLAND POST OFFICE AND 21.1 FT EY0135'(6.4 M) SOUTH OF A 13-INCH FORKED OAK WITH REFERENCE TAG. EY0135 EY0135 STATION RECOVERY (2003) EY0135 EY0135'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EY0135'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2043 *********************************************************************** EA2043 DESIGNATION - DITCH NCGS 1968 EA2043 PID - EA2043 EA2043 STATE/COUNTY- NC/CARTERET EA2043 USGS QUAD - NEWPORT (1994) EA2043 EA2043 *CURRENT SURVEY CONTROL EA2043 ___________________________________________________________________ EA2043* NAD 83(1986)- 34 46 29.65636(N) 076 51 44.51943(W) ADJUSTED EA2043* NAVD 88 - 7.8 (meters) 26. (feet) VERTCON EA2043 ___________________________________________________________________ EA2043 LAPLACE CORR- 0.12 (seconds) DEFLEC99 EA2043 GEOID HEIGHT- -37.46 (meters) GEOID99 EA2043 EA2043 HORZ ORDER - SECOND EA2043 EA2043.The North Carolina/South Carolina HARNS have been completed but, EA2043.due to contractual restrictions, coordinates for these stations EA2043.will NOT be published in the near future. In the interim, the EA2043.published coordinates in North and South Carolina will not be EA2043.consistent with the Continuously Operating Reference Stations EA2043.(CORS). The HARN coordinates for these stations are available EA2043.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2043.Lapine(803-896-7700). EA2043. EA2043.In addition, the published North and South Carolina positions EA2043.(NAD 83 (1986)) are NOT consistent with those determined in EA2043.adjacent state readjustments. The discontinuity between stations EA2043.located in North or South Carolina and those in adjacent states EA2043.which have been adjusted to the HARN may be as much as 5 EA2043.decimeters. This will result in a significant loss of accuracy EA2043.over lines crossing such state borders. EA2043 EA2043 EA2043.The horizontal coordinates were established by classical geodetic methods EA2043.and adjusted by the National Geodetic Survey in July 1986. EA2043 EA2043.The NAVD 88 height was computed by applying the VERTCON shift value to EA2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2043 EA2043.The Laplace correction was computed from DEFLEC99 derived deflections. EA2043 EA2043.The geoid height was determined by GEOID99. EA2043 EA2043; North East Units Scale Converg. EA2043;SPC NC - 115,800.035 805,241.431 MT 0.99990700 +1 14 01.6 EA2043;UTM 18 - 3,849,661.325 329,581.326 MT 0.99995796 -1 03 44.9 EA2043 EA2043: Primary Azimuth Mark Grid Az EA2043:SPC NC - CAMP NCGS 1968 204 27 55.3 EA2043:UTM 18 - CAMP NCGS 1968 206 45 41.8 EA2043 EA2043|---------------------------------------------------------------------| EA2043| PID Reference Object Distance Geod. Az | EA2043| dddmmss.s | EA2043| EA2046 NEWPORT 190.307 METERS 05553 | EA2043| EA2050 HIBBS 54.689 METERS 05932 | EA2043| EA2042 CAMP NCGS 1968 APPROX. 0.6 KM 2054156.9 | EA2043|---------------------------------------------------------------------| EA2043 EA2043 SUPERSEDED SURVEY CONTROL EA2043 EA2043 NAD 27 - 34 46 29.07660(N) 076 51 45.73420(W) AD( ) 2 EA2043 NGVD 29 - 8.1 (m) 27. (f) VERT ANG EA2043 EA2043.Superseded values are not recommended for survey control. EA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2043.See file dsdata.txt to determine how the superseded data were derived. EA2043 EA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2958149661(NAD 83) EA2043_MARKER: DE = TRAVERSE STATION DISK EA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2043+STABILITY: SURFACE MOTION EA2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA2043+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002 EA2043 EA2043 HISTORY - Date Condition Report By EA2043 HISTORY - 1968 MONUMENTED NCGS EA2043 HISTORY - 1985 GOOD USPSQD EA2043 HISTORY - 1986 GOOD USPSQD EA2043 HISTORY - 19920509 GOOD USPSQD EA2043 HISTORY - 20020811 GOOD GEOCAC EA2043 EA2043 STATION DESCRIPTION EA2043 EA2043'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2043'DITCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2043'VICINITY OF HAVELOCK, NORTH CAROLINA. EA2043' EA2043'DITCH IS LOCATED APPROXIMATELY 0.9 MILE SSW OF THE CENTER OF EA2043'NEWPORT. TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1141 EA2043'WITH U.S. 70, GO NE ON SR 1141 FOR 0.3 MILE TO STATION. WHICH IS EA2043'ON THE NORTHWEST BANK OF SR 1141, IN APPROXIMATE LINE WITH SE SIDE EA2043'OF DITCH BANK THAT EXTENDS NORTHEAST FROM SR 1141. EA2043' EA2043'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DITCH EA2043'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2043'FLUSH WITH THE SURFACE OF THE GROUND. EA2043' EA2043'MARK IS-- EA2043' EA2043'31.4 FT WNW OF C/L OF SR 1141. EA2043' EA2043'128.2 FT SW OF PP ON NW BANK OF SR 1141. EA2043' EA2043'49.0 FT NW OF 4X4 POST WITH STOP AHEAD SIGN ON E SIDE OF SR 1141, EA2043'AND WITH ALUMINUM REF. TAG. EA2043' EA2043'95.5 FT N OF E END OF CULVERT ON E SIDE OF SR 1141. EA2043' EA2043'82.2 FT NNE OF W END OF CULVERT ON W SIDE OF SR 1141. EA2043 EA2043 STATION RECOVERY (1985) EA2043 EA2043'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH) EA2043'RECOVERED IN GOOD CONDITION. EA2043 EA2043 STATION RECOVERY (1986) EA2043 EA2043'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEH) EA2043'RECOVERED IN GOOD CONDITION. EA2043 EA2043 STATION RECOVERY (1992) EA2043 EA2043'RECOVERY NOTE BY US POWER SQUADRON 1992 (WHD) EA2043'RECOVERED IN GOOD CONDITION. EA2043 EA2043 STATION RECOVERY (2002) EA2043 EA2043'RECOVERY NOTE BY GEOCACHING 2002 (DNS) EA2043'STATION WAS RECOVERED IN GOOD CONDITION. MARK IS MOUNTED IN CONCRETE EA2043'POST FLUSH WITH THE GROUND ON THE SIDE OF SR 1141 ADJACENT TO A STAND EA2043'OF PINE TREES ACROSS FROM THE NEW NEWPORT ELEMENTARY SCHOOL. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1840 *********************************************************************** EA1840 DESIGNATION - EDWIN NCGS 1968 EA1840 PID - EA1840 EA1840 STATE/COUNTY- NC/CARTERET EA1840 USGS QUAD - BEAUFORT (1987) EA1840 EA1840 *CURRENT SURVEY CONTROL EA1840 ___________________________________________________________________ EA1840* NAD 83(1986)- 34 43 21.52304(N) 076 43 46.87793(W) ADJUSTED EA1840* NAVD 88 - 4.6 (meters) 15. (feet) VERTCON EA1840 ___________________________________________________________________ EA1840 LAPLACE CORR- -0.40 (seconds) DEFLEC99 EA1840 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1840 EA1840 HORZ ORDER - SECOND EA1840 EA1840.The North Carolina/South Carolina HARNS have been completed but, EA1840.due to contractual restrictions, coordinates for these stations EA1840.will NOT be published in the near future. In the interim, the EA1840.published coordinates in North and South Carolina will not be EA1840.consistent with the Continuously Operating Reference Stations EA1840.(CORS). The HARN coordinates for these stations are available EA1840.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1840.Lapine(803-896-7700). EA1840. EA1840.In addition, the published North and South Carolina positions EA1840.(NAD 83 (1986)) are NOT consistent with those determined in EA1840.adjacent state readjustments. The discontinuity between stations EA1840.located in North or South Carolina and those in adjacent states EA1840.which have been adjusted to the HARN may be as much as 5 EA1840.decimeters. This will result in a significant loss of accuracy EA1840.over lines crossing such state borders. EA1840 EA1840 EA1840.The horizontal coordinates were established by classical geodetic methods EA1840.and adjusted by the National Geodetic Survey in July 1986. EA1840 EA1840.The NAVD 88 height was computed by applying the VERTCON shift value to EA1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1840 EA1840.The Laplace correction was computed from DEFLEC99 derived deflections. EA1840 EA1840.The geoid height was determined by GEOID99. EA1840 EA1840; North East Units Scale Converg. EA1840;SPC NC - 110,274.230 817,514.896 MT 0.99991494 +1 18 37.3 EA1840;UTM 18 - 3,843,648.120 341,623.832 MT 0.99990916 -0 59 07.6 EA1840 EA1840: Primary Azimuth Mark Grid Az EA1840:SPC NC - HOWARD NCGS 1968 093 48 13.7 EA1840:UTM 18 - HOWARD NCGS 1968 096 05 58.6 EA1840 EA1840|---------------------------------------------------------------------| EA1840| PID Reference Object Distance Geod. Az | EA1840| dddmmss.s | EA1840| EA1858 HOWARD NCGS 1968 APPROX. 0.8 KM 0950651.0 | EA1840| EA1797 ARENDELL NCGS 1968 144.248 METERS 27533 | EA1840|---------------------------------------------------------------------| EA1840 EA1840 SUPERSEDED SURVEY CONTROL EA1840 EA1840 NAD 27 - 34 43 20.94282(N) 076 43 48.12016(W) AD( ) 2 EA1840 NGVD 29 - 4.9 (m) 16. (f) VERT ANG EA1840 EA1840.Superseded values are not recommended for survey control. EA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1840.See file dsdata.txt to determine how the superseded data were derived. EA1840 EA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4162443648(NAD 83) EA1840_MARKER: DE = TRAVERSE STATION DISK EA1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1840+STABILITY: SURFACE MOTION EA1840 EA1840 HISTORY - Date Condition Report By EA1840 HISTORY - 1968 MONUMENTED NCGS EA1840 HISTORY - 19960513 MARK NOT FOUND USPSQD EA1840 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1840 EA1840 STATION DESCRIPTION EA1840 EA1840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1840'EDWIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1840'VICINITY OF HAVELOCK, NORTH CAROLIA. EA1840' EA1840'EDWIN IS LOCATED APPROXIMATELY 0.6 MILES WEST OF THE CENTER OF EA1840'MOREHEAD CITY. STATION IS AT THE INTERSECTION OF 20TH ST. WITH U.S. EA1840'70 (ARENDELL ST.), IN NORTHEAST QUADRANT OF INTERSECTION OF EAST EA1840'BOUND LANE OF U.S. 70 BETWEEN RAILROAD TRACKS AND STREET. EA1840' EA1840'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EDWIN EA1840'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EA1840'INCHES BELOW THE SURFACE OF THE GROUND. EA1840' EA1840'MARK IS-- EA1840' EA1840'27.0 FT N OF C/L OF U.S. 70 E BOUND LANE. EA1840' EA1840'6.9 FT S OF S RAIL OF RR TRACKS. EA1840' EA1840'53.2 NE OF PP WITH ALUMINUM REF. TAG, AND WITH FIRE SIGNAL BOX IN EA1840'SW QUADRANT OF INTERSECTION. EA1840' EA1840'13.9 FT SE OF METAL TAG IN WOOD GUARD FOR RR TRACKS. EA1840' EA1840'41.0 FT N OF CONCRETE POST WITH ARENDELL ST. - 20TH ST. SIGN IN SE EA1840'QUAD OF INTERSECTION. EA1840' EA1840'31.3 FT SSE OF CENTER OF MANHOLE COVER IN S SIDE OF W BOUND LANE. EA1840' EA1840'38.3 FT SE OF TELEPHONE MANHOLE COVER IN S SIDE OF W BOUND LANE. EA1840 EA1840 STATION RECOVERY (1996) EA1840 EA1840'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1840'MARK NOT FOUND. EA1840 EA1840 STATION RECOVERY (2003) EA1840 EA1840'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1840'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1996 *********************************************************************** EA1996 DESIGNATION - EMERALD EA1996 PID - EA1996 EA1996 STATE/COUNTY- NC/CARTERET EA1996 USGS QUAD - SALTER PATH (1994) EA1996 EA1996 *CURRENT SURVEY CONTROL EA1996 ___________________________________________________________________ EA1996* NAD 83(1986)- 34 40 31.96313(N) 076 57 39.61893(W) ADJUSTED EA1996* NAVD 88 - 6.1 (meters) 20. (feet) VERTCON EA1996 ___________________________________________________________________ EA1996 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EA1996 GEOID HEIGHT- -37.26 (meters) GEOID99 EA1996 EA1996 HORZ ORDER - SECOND EA1996 EA1996.The North Carolina/South Carolina HARNS have been completed but, EA1996.due to contractual restrictions, coordinates for these stations EA1996.will NOT be published in the near future. In the interim, the EA1996.published coordinates in North and South Carolina will not be EA1996.consistent with the Continuously Operating Reference Stations EA1996.(CORS). The HARN coordinates for these stations are available EA1996.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1996.Lapine(803-896-7700). EA1996. EA1996.In addition, the published North and South Carolina positions EA1996.(NAD 83 (1986)) are NOT consistent with those determined in EA1996.adjacent state readjustments. The discontinuity between stations EA1996.located in North or South Carolina and those in adjacent states EA1996.which have been adjusted to the HARN may be as much as 5 EA1996.decimeters. This will result in a significant loss of accuracy EA1996.over lines crossing such state borders. EA1996 EA1996 EA1996.The horizontal coordinates were established by classical geodetic methods EA1996.and adjusted by the National Geodetic Survey in July 1986. EA1996 EA1996.The NAVD 88 height was computed by applying the VERTCON shift value to EA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1996 EA1996.The Laplace correction was computed from DEFLEC99 derived deflections. EA1996 EA1996.The geoid height was determined by GEOID99. EA1996 EA1996; North East Units Scale Converg. EA1996;SPC NC - 104,590.918 796,441.493 MT 0.99992281 +1 10 36.6 EA1996;UTM 18 - 3,838,812.833 320,339.084 MT 0.99999785 -1 06 57.5 EA1996 EA1996: Primary Azimuth Mark Grid Az EA1996:SPC NC - EMERALD RM 4 065 19 24.5 EA1996:UTM 18 - EMERALD RM 4 067 36 58.6 EA1996 EA1996|---------------------------------------------------------------------| EA1996| PID Reference Object Distance Geod. Az | EA1996| dddmmss.s | EA1996| EA3359 EMERALD RM 1 20.153 METERS 00340 | EA1996| EA3362 EMERALD RM 4 0663001.1 | EA1996| EA3360 EMERALD RM 2 20.970 METERS 25248 | EA1996| EA2173 BOGUE INLET US COAST GUARD TWR APPROX.12.8 KM 2555528.2 | EA1996| EA3358 EMERALD AZ MK 2595521.9 | EA1996| EA3361 EMERALD RM 3 20.558 METERS 35850 | EA1996|---------------------------------------------------------------------| EA1996 EA1996 SUPERSEDED SURVEY CONTROL EA1996 EA1996 NAD 27 - 34 40 31.37873(N) 076 57 40.82088(W) AD( ) 2 EA1996 NGVD 29 - 6.4 (m) 21. (f) VERT ANG EA1996 EA1996.Superseded values are not recommended for survey control. EA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1996.See file dsdata.txt to determine how the superseded data were derived. EA1996 EA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2033938813(NAD 83) EA1996_MARKER: DS = TRIANGULATION STATION DISK EA1996_SETTING: 0 = UNSPECIFIED SETTING EA1996 EA1996 HISTORY - Date Condition Report By EA1996 HISTORY - 1962 MONUMENTED CGS EA1996 HISTORY - 1965 GOOD CGS EA1996 HISTORY - 1973 GOOD NGS EA1996 HISTORY - 1974 GOOD NGS EA1996 HISTORY - 1976 GOOD ALSTER EA1996 HISTORY - 20030205 POOR USPSQD EA1996 EA1996 STATION DESCRIPTION EA1996 EA1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1996'STATION IS LOCATED ON BOGUE BANK NEAR THE BEACH DEVELOPMENT EA1996'KNOWN AS EMERALD ISLE. IT IS ABOUT 12-1/2 MILES WEST OF EA1996'ATLANTIC BEACH, ABOUT 4-1/2 MILES WEST OF SALTER PATH AND EA1996'ABOUT 10 MILES EAST OF SWANSBORO. IT IS 59 FEET SOUTHEAST OF EA1996'THE APPROXIMATE CENTER OF CURVE WHERE HIGHWAY TURNS FROM SOUTH EA1996'TO WEST, 31 FEET SOUTHEAST OF POWERLINE POLE AND 1.5 FEET WEST EA1996'OF WITNESS POST WITH SIGN. STATION IS MARKED BY A STANDARD EA1996'DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS EA1996'DRIVEN 24 FEET INTO THE GROUND. THE ROD IS WITHIN A 1 INCH EA1996'BY 5 FOOT GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT EA1996'GALVANIZED PIPE. THE DISK IS STAMPED EMERALD 1962 AND EA1996'PROJECTS 16 INCHES ABOVE THE SURFACE OF THE GROUND. EA1996' EA1996'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE EA1996'NO. 1193 AND COUNTY ROUTE NO. 1201 NEAR THE SALTER PATH, EA1996'METHODIST CHURCH. IN SALTER PATH. GO WEST ON COUNTY ROUTE EA1996'NO. 1201 FOR 4.5 MILES TO WHERE HIGHWAY TURNS SOUTH. TURN EA1996'SOUTH ON SURFACED ROAD AND GO .05 MILE TO WHERE HIGHWAY TURNS EA1996'WEST. TURN WEST AND STATION ON THE LEFT, SOUTH SIDE OF EA1996'ROAD. CONTINUE WEST ON SURFACED ROAD FOR 0.4 MILE TO AZIMUTH EA1996'MARK ON THE RIGHT AS DESCRIBED. EA1996' EA1996'AZIMUTH MARK IS 58 FEET NORTH OF THE CENTER-LINE OF SURFACED EA1996'ROAD, 3.5 FEET SOUTH OF WITNESS POST WITH SIGN. IT IS MARKED EA1996'BY A STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER EA1996'WELD ROD THAT IS DRIVEN 24 FEET INTO THE GROUND. THE ROD IS EA1996'WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE. THE DISK IS STAMPED EA1996'EMERALD 1962 AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE EA1996'GROUND. EA1996' EA1996'REFERENCE MARK NO. 1 IS 59.5 FEET NORTHEAST OF POWERLINE POLE EA1996'AND 20 FEET EAST OF THE CENTER OF SURFACED ROAD. IT IS EA1996'MARKED BY A STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH EA1996'COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO THE GROUND. THE EA1996'ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE WHICH IS EA1996'WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE. THE DISK IS STAMPED EA1996'EMERALD NO 1 1962 AND PROJECTS 12 INCHES ABOVE THE SURFACE OF EA1996'THE GROUND. EA1996' EA1996'REFERENCE MARK NO. 2 IS 52 FEET SOUTHWEST OF POWERLINE POLE EA1996'AND 43 FEET SOUTH OF THE APPROXIMATE CENTER OF CURVE OF EA1996'ROAD. IT IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP OF EA1996'A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO THE EA1996'GROUND. THE ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE EA1996'THAT IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE. THE DISK EA1996'IS STAMPED EMERALD NO 2 1962 AND PROJECTS 12 INCHES ABOVE THE EA1996'SURFACE OF THE GROUND. EA1996 EA1996 STATION RECOVERY (1965) EA1996 EA1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1996'THE STATION, R.M. NO. 2 AND AZIMUTH MARK WERE RECOVERED IN EA1996'GOOD CONDITION. EA1996' EA1996'R. M. NO. 1 HAS BEEN STRUCK BY A VEHICLE AND IS LEANING AT EA1996'ABOUT A 45 DEG ANGLE. EA1996' EA1996'THE DISTANCE TO R.M. NO. 2 WAS VERIFIED. EA1996' EA1996'THE DESCRIPTION BY S.C.M. IN 1962 IS ADEQUATE WITH THE EA1996'FOLLOWING ADDITIONS-- EA1996' EA1996'THE STATION IS 371.0 FEET NORTH OF THE HIGH WATER LINE. EA1996' EA1996'COUNTY ROUTE 1201 MENTIONED IN THE DESCRIPTION IS NOW EA1996'COUNTY ROUTE 1216. EA1996 EA1996 STATION RECOVERY (1973) EA1996 EA1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS) EA1996'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK EA1996'NO. 1 WERE FOUND IN APPARENTLY GOOD CONDITION. REFERENCE MARK EA1996'NO. 1 HAD BEEN DESTROYED AND THE DISK WAS RECLAIMED AT THIS EA1996'TIME. THE PROPERTY OWNER REQUESTED THAT THE AZIMUTH MARK BE EA1996'RELOCATED SO A NEW AZIMUTH MARK (R.M. NO. 4) AND REFERENCE MARK EA1996'NO. 3 WERE ESTABLISHED. THE ORIGINAL AZIMUTH MARK WAS THEN EA1996'DESTROYED. A DIFFERENCE OF 7 MINUTES WAS FOUND IN THE EA1996'DIRECTION TO REFERENCE MARK NO. 2 AND A LONGER DISTANCE OF EA1996'.066 METERS WAS FOUND IN THE DISTANCE TO THE MARK. A COMPLETE EA1996'NEW DESCRIPTION FOLLOWS-- EA1996' EA1996'STATION IS LOCATED ABOUT 12-1/2 MILES WEST OF ATLANTIC BEACH, EA1996'ABOUT 10 EAST OF SWANSBORO, ABOUT 4-1/2 MILES EAST OF SALTER EA1996'PATH AND IN THE DEVELOPMENT OF EMERALD ISLE. STATION IS AT A EA1996'RIGHT ANGLE TURN IN ROAD, 71 FEET EAST OF UTILITY POLE, 57 EA1996'FEET SOUTHEAST OF THE CENTER OF CURVE AND 38 FEET SOUTH OF A EA1996'ROAD SIGN. STATION IS MARKED BY A STANDARD DISK CLAMPED TO EA1996'THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN TO A EA1996'DEPTH OF 24 FEET. THE ROD IS IN A 2 INCH BY 5 FOOT EA1996'GALVANIZED PIPE WHICH PROJECTS ABOUT 30 INCHES AND THE DISK EA1996'IS STAMPED EMERALD 1962. EA1996' EA1996'TO REACH FROM THE INTERSECTION OF SECONDARY ROADS 1193 AND EA1996'1201 AT THE METHODIST CHURCH IN SALTER PATH GO WESTERLY ON EA1996'SECONDARY ROAD 1201 FOR 4.0 MILES TO ENTRANCE TO FISHING PIER EA1996'ON LEFT AND AZIMUTH MARK ON LEFT OR SOUTH SIDE OF ROAD AS EA1996'DESCRIBED. CONTINUE FOR 0.3 MILE TO SECOND OF TWO RIGHT ANGLE EA1996'CURVES AND STATION ON THE LEFT AS DESCRIBED. EA1996' EA1996'REFERENCE MARK NO. 2 IS 43 FEET SOUTH OF THE CENTERLINE OF EA1996'THE ROAD AND 12 FEET SOUTH OF THE UTILITY POLE. MARK IS A EA1996'STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD EA1996'THAT IS DRIVEN TO A DEPTH OF 24 FEET. THE ROD IS WITHIN A EA1996'2 INCH BY 5 FOOT GALVANIZED PIPE THAT IS ABOUT 1 FOOT BELOW EA1996'THE SURFACE AND THE DISK IS STAMPED EMERALD NO 2 1962. EA1996' EA1996'REFERENCE MARK NO. 3 IS 34 FEET NORTHEAST OF ROAD SIGN WITH EA1996'ARROW AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD. MARK IS EA1996'A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT EA1996'ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND THE EA1996'DISK IS STAMPED EMERALD 1962 NO 3 1973. EA1996' EA1996'AZIMUTH MARK IS 39 FEET EAST OF THE CENTERLINE OF ENTRANCE EA1996'ROAD TO FISHING PIER, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, EA1996'12 FEET NORTHWEST OF UTILITY POLE, 9.5 FEET NORTH OF TELEPHONE EA1996'BOOTH AND 3.5 FEET SOUTH OF STOP SIGN. MARK IS A STANDARD EA1996'REFERENCE MARK DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT EA1996'ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE EA1996'DISK IS STAMPED EMERALD 1962 NO 4 1973. EA1996' EA1996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA1996'AT EMERALD ISLE. EA1996 EA1996 STATION RECOVERY (1974) EA1996 EA1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA1996'STATION MARK RECOVERED IN FAIR CONDITION AS DESCRIBED BY S.C.M. EA1996'IN 1962 WITH THE EXCEPTION THAT ...31 FEET SOUTHEAST OF POWER EA1996'LINE POLE, POLE NO LONGER EXISTS. EA1996' EA1996'R.M. 1 WAS FOUND DESTROYED WITH GALVANIZED PIPE BENT OVER EA1996'AND DISK REMOVED. EA1996' EA1996'R.M. 2 WAS SEARCHED FOR AND NOT RECOVERED. EA1996' EA1996'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED AND IS EA1996'BELIEVED TO BE DESTROYED AS A NEW ROAD HAS BEEN PLACED IN THE EA1996'AREA AND DUNE PARTLY REMOVED. EA1996' EA1996'STATION PROJECTS APPROXIMATELY 3 FEET, AND IS SUBJECT TO EA1996'VANDALISM. EA1996 EA1996 STATION RECOVERY (1976) EA1996 EA1996'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (MS) EA1996'EMERALD 1962 RECOVERED GOOD. 2 FEET ABV. SAND--RM 5 NOT FOUND. EA1996' EA1996'RM NO. 1 AND RM NO. 2 NOT FOUND. EA1996' EA1996'DISTANCE AND DIRECTION FROM NEAREST TOWN--12-1/2 MI W. OF ATLANTIC EA1996'BEACH. EA1996 EA1996 STATION RECOVERY (2003) EA1996 EA1996'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1996'FOUND CONCRETE POST BUT DISK IS MISSING. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2185 *********************************************************************** EA2185 DESIGNATION - ENNETT POINT BRICK CHIMMEY EA2185 PID - EA2185 EA2185 STATE/COUNTY- NC/CARTERET EA2185 USGS QUAD - SWANSBORO (1994) EA2185 EA2185 *CURRENT SURVEY CONTROL EA2185 ___________________________________________________________________ EA2185* NAD 83(1986)- 34 40 48.99137(N) 077 03 40.56411(W) ADJUSTED EA2185* NAVD 88 - EA2185 ___________________________________________________________________ EA2185 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EA2185 GEOID HEIGHT- -37.14 (meters) GEOID99 EA2185 EA2185 HORZ ORDER - THIRD EA2185 EA2185.The North Carolina/South Carolina HARNS have been completed but, EA2185.due to contractual restrictions, coordinates for these stations EA2185.will NOT be published in the near future. In the interim, the EA2185.published coordinates in North and South Carolina will not be EA2185.consistent with the Continuously Operating Reference Stations EA2185.(CORS). The HARN coordinates for these stations are available EA2185.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2185.Lapine(803-896-7700). EA2185. EA2185.In addition, the published North and South Carolina positions EA2185.(NAD 83 (1986)) are NOT consistent with those determined in EA2185.adjacent state readjustments. The discontinuity between stations EA2185.located in North or South Carolina and those in adjacent states EA2185.which have been adjusted to the HARN may be as much as 5 EA2185.decimeters. This will result in a significant loss of accuracy EA2185.over lines crossing such state borders. EA2185 EA2185 EA2185.The horizontal coordinates were established by classical geodetic methods EA2185.and adjusted by the National Geodetic Survey in July 1986. EA2185 EA2185 EA2185.The Laplace correction was computed from DEFLEC99 derived deflections. EA2185 EA2185.The geoid height was determined by GEOID99. EA2185 EA2185; North East Units Scale Converg. EA2185;SPC NC - 104,931.437 787,245.035 MT 0.99992199 +1 07 08.3 EA2185;UTM 18 - 3,839,521.014 311,162.725 MT 1.00003954 -1 10 23.5 EA2185 EA2185 SUPERSEDED SURVEY CONTROL EA2185 EA2185 NAD 27 - 34 40 48.40800(N) 077 03 41.75300(W) AD( ) 3 EA2185 EA2185.Superseded values are not recommended for survey control. EA2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2185.See file dsdata.txt to determine how the superseded data were derived. EA2185 EA2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1116339521(NAD 83) EA2185_MARKER: 85 = CHIMNEY EA2185 EA2185 HISTORY - Date Condition Report By EA2185 HISTORY - 1927 FIRST OBSERVED CGS EA2185 HISTORY - 20030205 MARK NOT FOUND USPSQD EA2185 EA2185 STATION DESCRIPTION EA2185 EA2185'DESCRIBED BY US POWER SQUADRON 2003 (PFM) EA2185'NOW A VACANT LOT, NO BUILDING OR CHIMNEY. ASSUME DESTROYED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2186 *********************************************************************** EA2186 DESIGNATION - ENNETT RESET EA2186 PID - EA2186 EA2186 STATE/COUNTY- NC/CARTERET EA2186 USGS QUAD - SWANSBORO (1994) EA2186 EA2186 *CURRENT SURVEY CONTROL EA2186 ___________________________________________________________________ EA2186* NAD 83(1986)- 34 40 47.31876(N) 077 03 42.95055(W) ADJUSTED EA2186* NAVD 88 - 1.02 (+/-2cm) 3.3 (feet) VERTCON EA2186 ___________________________________________________________________ EA2186 LAPLACE CORR- -1.03 (seconds) DEFLEC99 EA2186 GEOID HEIGHT- -37.14 (meters) GEOID99 EA2186 EA2186 HORZ ORDER - THIRD EA2186 VERT ORDER - THIRD ? (See Below) EA2186 EA2186.The North Carolina/South Carolina HARNS have been completed but, EA2186.due to contractual restrictions, coordinates for these stations EA2186.will NOT be published in the near future. In the interim, the EA2186.published coordinates in North and South Carolina will not be EA2186.consistent with the Continuously Operating Reference Stations EA2186.(CORS). The HARN coordinates for these stations are available EA2186.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2186.Lapine(803-896-7700). EA2186. EA2186.In addition, the published North and South Carolina positions EA2186.(NAD 83 (1986)) are NOT consistent with those determined in EA2186.adjacent state readjustments. The discontinuity between stations EA2186.located in North or South Carolina and those in adjacent states EA2186.which have been adjusted to the HARN may be as much as 5 EA2186.decimeters. This will result in a significant loss of accuracy EA2186.over lines crossing such state borders. EA2186 EA2186 EA2186.The horizontal coordinates were established by classical geodetic methods EA2186.and adjusted by the National Geodetic Survey in July 1986. EA2186 EA2186.The NAVD 88 height was computed by applying the VERTCON shift value to EA2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2186.The vertical order pertains to the superseded datum. EA2186 EA2186.The Laplace correction was computed from DEFLEC99 derived deflections. EA2186 EA2186.The geoid height was determined by GEOID99. EA2186 EA2186; North East Units Scale Converg. EA2186;SPC NC - 104,878.723 787,185.308 MT 0.99992207 +1 07 06.9 EA2186;UTM 18 - 3,839,470.725 311,100.930 MT 1.00003982 -1 10 24.8 EA2186 EA2186: Primary Azimuth Mark Grid Az EA2186:SPC NC - MUD 2 189 52 54.8 EA2186:UTM 18 - MUD 2 192 10 26.5 EA2186 EA2186|---------------------------------------------------------------------| EA2186| PID Reference Object Distance Geod. Az | EA2186| dddmmss.s | EA2186| EA2185 ENNETT POINT BRICK CHIMMEY 79.668 METERS 04941 | EA2186| EA3366 ENNETT RP E 2.180 METERS 08253 | EA2186| EA2193 MUD 2 APPROX. 1.8 KM 1910001.7 | EA2186| EA3368 ENNETT RP W 2.300 METERS 26117 | EA2186| EA3365 ENNETT RM 2 21.882 METERS 29717 | EA2186| EA3364 ENNETT RM 1 9.817 METERS 32131 | EA2186| EA3367 ENNETT RP N 2.550 METERS 35249 | EA2186|---------------------------------------------------------------------| EA2186 EA2186 SUPERSEDED SURVEY CONTROL EA2186 EA2186 NAD 27 - 34 40 46.73700(N) 077 03 44.13900(W) AD( ) 3 EA2186 NGVD 29 - 1.34 (m) 4.4 (f) LEVELING 3 EA2186 EA2186.Superseded values are not recommended for survey control. EA2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2186.See file dsdata.txt to determine how the superseded data were derived. EA2186 EA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1110139471(NAD 83) EA2186_MARKER: K = CLAY TILE PIPE EA2186_SETTING: 0 = UNSPECIFIED SETTING EA2186 EA2186 HISTORY - Date Condition Report By EA2186 HISTORY - 1908 MONUMENTED CGS EA2186 HISTORY - 1933 SEE DESCRIPTION CGS EA2186 HISTORY - 1950 GOOD CGS EA2186 HISTORY - 1965 SEE DESCRIPTION CGS EA2186 HISTORY - 20030205 MARK NOT FOUND USPSQD EA2186 EA2186 STATION DESCRIPTION EA2186 EA2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH) EA2186'STATION IS NEAR THE W END OF BOGUE SOUND ON THE N SHORE, NEAR EA2186'THE E END OF BURTHEN CHANNEL, ON THE ONLY PROMINENT SHELL POINT EA2186'IN THE VICNITY, KNOWN AS ENNETTE LANDING, 7 YARDS W AND 10 YARDS EA2186'N FROM HIGH-WATER LINE. THE STATION IS MARKED BY A 4-INCH DRAIN EA2186'TILE FILLED WITH AND SET IN CONCRETE. THE TOP OF THE PIPE EA2186'PROJECTS 6 INCHES ABOVE THE CONCRETE BUT IS 5 INCHES BELOW THE EA2186'SURFACE OF THE GROUND. THREE LIGHT-WOOD REFERENCE POSTS WERE EA2186'PLACED N, E, AND W OF THE STATION. DISTANCES AND BEARINGS EA2186'FROM THE STATION ARE AS FOLLOWS--TO THE W POST 2.3 METERS EA2186'(7.55 FEET), S 81 DEG 17 MIN W. TO THE N POST 2.6 METERS (8.53 EA2186'FEET), N 07 DEG 11 MIN W. TO THE E POST 2.2 METERS (7.22 EA2186'FEET), N 82 DEG 53 MIN E. EA2186 EA2186 STATION RECOVERY (1933) EA2186 EA2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO) EA2186'THE STATION IS ON THE N SIDE OF BOGUE SOUND NEAR THE E END OF EA2186'BURTHEN CHANNEL ON THE ONLY PROMINENT SHELL POINT IN THE EA2186'VICINITY. IT IS 7 METERS W OF HIGH WATER AND 10 METERS N OF EA2186'HIGH WATER. THE STATION WAS USED IN 1933 AND WAS RE-MARKED BY EA2186'A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF 10-INCH EA2186'TILE. EA2186' EA2186'TWO REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS SET EA2186'IN CONCRETE IN THE TOP OF AN 8-INCH TILE. REFERENCE MARK NO. 1 EA2186'IS 6 YARDS FROM EDGE OF CULTIVATED FIELD, AT EDGE OF THE BUSHES, EA2186'12 YARDS FROM HIGH WATER. REFERENCE MARK NO. 2 IS 6 YARDS FROM EA2186'HIGH WATER, 1 YARD FROM EDGE OF OLD ROAD LEADING THROUGH EA2186'CULTIVATED FIELD. EA2186 EA2186 STATION RECOVERY (1950) EA2186 EA2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG) EA2186'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE EA2186'1933 DESCRIPTION IS ADEQUATE BUT SHOULD BE CHANGED TO READ 8 EA2186'METERS N AND 10 METERS W OF THE MEAN HIGH-WATER LINE. EA2186 EA2186 STATION RECOVERY (1965) EA2186 EA2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2186'DESTROYED. THE STATION WAS FOUND DESTROYED. THE DISK WAS EA2186'REMOVED. THE R.M.S WERE SEARCHED FOR BUT NOT FOUND. EA2186 EA2186 STATION RECOVERY (2003) EA2186 EA2186'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2186'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3913 *********************************************************************** EA3913 DESIGNATION - ERIC GPS EA3913 PID - EA3913 EA3913 STATE/COUNTY- NC/CARTERET EA3913 USGS QUAD - SWANSBORO (1994) EA3913 EA3913 *CURRENT SURVEY CONTROL EA3913 ___________________________________________________________________ EA3913* NAD 83(1986)- 34 39 58.64207(N) 077 03 46.97209(W) ADJUSTED EA3913* NAVD 88 - 3.055 (meters) 10.02 (feet) ADJUSTED EA3913 ___________________________________________________________________ EA3913 LAPLACE CORR- -1.02 (seconds) DEFLEC99 EA3913 GEOID HEIGHT- -37.13 (meters) GEOID99 EA3913 DYNAMIC HT - 3.052 (meters) 10.01 (feet) COMP EA3913 MODELED GRAV- 979,713.0 (mgal) NAVD 88 EA3913 EA3913 HORZ ORDER - FIRST EA3913 VERT ORDER - SECOND CLASS II EA3913 EA3913.The North Carolina/South Carolina HARNS have been completed but, EA3913.due to contractual restrictions, coordinates for these stations EA3913.will NOT be published in the near future. In the interim, the EA3913.published coordinates in North and South Carolina will not be EA3913.consistent with the Continuously Operating Reference Stations EA3913.(CORS). The HARN coordinates for these stations are available EA3913.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3913.Lapine(803-896-7700). EA3913. EA3913.In addition, the published North and South Carolina positions EA3913.(NAD 83 (1986)) are NOT consistent with those determined in EA3913.adjacent state readjustments. The discontinuity between stations EA3913.located in North or South Carolina and those in adjacent states EA3913.which have been adjusted to the HARN may be as much as 5 EA3913.decimeters. This will result in a significant loss of accuracy EA3913.over lines crossing such state borders. EA3913 EA3913 EA3913.The horizontal coordinates were established by GPS observations EA3913.and adjusted by the National Geodetic Survey in March 1997. EA3913 EA3913.The orthometric height was determined by differential leveling EA3913.and adjusted by the National Geodetic Survey in May 1997. EA3913 EA3913.The Laplace correction was computed from DEFLEC99 derived deflections. EA3913 EA3913.The geoid height was determined by GEOID99. EA3913 EA3913.The dynamic height is computed by dividing the NAVD 88 EA3913.geopotential number by the normal gravity value computed on the EA3913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3913.degrees latitude (g = 980.6199 gals.). EA3913 EA3913.The modeled gravity was interpolated from observed gravity values. EA3913 EA3913; North East Units Scale Converg. EA3913;SPC NC - 103,377.145 787,112.225 MT 0.99992443 +1 07 04.6 EA3913;UTM 18 - 3,837,973.096 310,967.840 MT 1.00004045 -1 10 25.7 EA3913 EA3913: Primary Azimuth Mark Grid Az EA3913:SPC NC - ALEX 162 06 48.9 EA3913:UTM 18 - ALEX 164 24 19.2 EA3913 EA3913|---------------------------------------------------------------------| EA3913| PID Reference Object Distance Geod. Az | EA3913| dddmmss.s | EA3913| AC7494 ALEX APPROX. 0.5 KM 1631353.5 | EA3913|---------------------------------------------------------------------| EA3913 EA3913 SUPERSEDED SURVEY CONTROL EA3913 EA3913 NAD 83(1986)- 34 39 58.63772(N) 077 03 46.96821(W) AD( ) 2 EA3913 NGVD 29 - 3.7 (m) 12. (f) GPS OBS EA3913 EA3913.Superseded values are not recommended for survey control. EA3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3913.See file dsdata.txt to determine how the superseded data were derived. EA3913 EA3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1096837973(NAD 83) EA3913_MARKER: DD = SURVEY DISK EA3913_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL EA3913+WITH SETTING: INFORMATION. EA3913_STAMPING: ERIC GPS 1991 EA3913_MARK LOGO: NOS EA3913_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EA3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3913+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 EA3913 EA3913 HISTORY - Date Condition Report By EA3913 HISTORY - 1991 MONUMENTED NOS EA3913 HISTORY - 19920521 GOOD NCGS EA3913 HISTORY - 20030205 GOOD USPSQD EA3913 EA3913 STATION DESCRIPTION EA3913 EA3913'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 EA3913'STATION IS LOCATED ON THE WEST RIGHT OF WAY OF NC HWY 58 ON BOGUE EA3913'BANKS, ABOUT 0.1 MI (0.16 KM) SOUTH OF SOUTH END OF BRIDGE OVER BOGUE EA3913'SOUND. EA3913'TO REACH FROM THE TOP CENTER OF THE NC HWY 58 BRIDGE OVER THE EA3913'INTRACOASTAL WATERWAY AND BOGUE SOUND SOUTH OF CAPE CARTERET, GO SOUTH EA3913'FOR 0.6 MI (0.97 KM) TO BOGUE BANKS, AND STATION ON RIGHT IN RIGHT OF EA3913'WAY. EA3913'STATION IS MARKED BY A STANDARD NOS ALUMINUM DISK STAMPED ERIC EA3913'GPS 1991 ATTACHED TO A 42 INCH ALUMINUM ROD THAT IS DRIVEN INTO THE EA3913'GROUND, AND IS SURROUNDED BY A ROUND CONCRETE MONUMENT. IT IS ABOUT EA3913'200 YARDS SOUTH SOUTHEAST OF THE SOUTH END OF THE BRIDGE, 13.7 M EA3913'(44.95 FT) SOUTH SOUTHEAST OF SIGN SHARE THE ROAD , 6.9 M (22.64 FT) EA3913'EAST NORTHEAST OF A RIGHT OF WAY FENCE, AND 6.85 M (22.47 FT) WEST EA3913'NORTHWEST OF CENTERLINE OF NC HWY 58. EA3913'DESCRIBED BY PBW EA3913 EA3913 STATION RECOVERY (1992) EA3913 EA3913'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3913'STATION IS LOCATED IN WESTERN EMERALD ISLE.$ALONG NC 58 FOR 0.05 MI EA3913'(0.08 KM) SOUTH FROM THE SOUTH END OF THE HIGH RISE BRIDGE OVER BOGUE EA3913'SOUND, ON WEST SIDE OF NC 58.$MARK IS RECESSED 6 INCHES BELOW GROUND EA3913'AND LEVEL WITH NC 58. LOCATED 22.8 FT (6.9 M) WEST OF THE CENTERLINE EA3913'OF NC 58, 221.9 FT (67.6 M) SOUTH OF THE WESTERN GUARD RAIL OF BRIDGE, EA3913'52.2 FT (15.9 M) NORTH OF A METAL--NO PARKING--SIGN--AND 44.8 FT (13.7 EA3913'M) SOUTH OF A--SHARE THE ROAD--SIGN POST, 25.7 FT (7.8 M) NORTHEAST OF EA3913'A 5-INCH WIRE FENCE POST--BOTH WITH REFERENCE TAGS. EA3913 EA3913 STATION RECOVERY (2003) EA3913 EA3913'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA3913'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7473 *********************************************************************** AC7473 DESIGNATION - ETHEL AC7473 PID - AC7473 AC7473 STATE/COUNTY- NC/CARTERET AC7473 USGS QUAD - SWANSBORO (1994) AC7473 AC7473 *CURRENT SURVEY CONTROL AC7473 ___________________________________________________________________ AC7473* NAD 83(1986)- 34 39 53.40695(N) 077 01 06.37061(W) ADJUSTED AC7473* NAVD 88 - 6.550 (meters) 21.49 (feet) ADJUSTED AC7473 ___________________________________________________________________ AC7473 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AC7473 GEOID HEIGHT- -37.17 (meters) GEOID99 AC7473 DYNAMIC HT - 6.544 (meters) 21.47 (feet) COMP AC7473 MODELED GRAV- 979,712.4 (mgal) NAVD 88 AC7473 AC7473 HORZ ORDER - FIRST AC7473 VERT ORDER - SECOND CLASS II AC7473 AC7473.The North Carolina/South Carolina HARNS have been completed but, AC7473.due to contractual restrictions, coordinates for these stations AC7473.will NOT be published in the near future. In the interim, the AC7473.published coordinates in North and South Carolina will not be AC7473.consistent with the Continuously Operating Reference Stations AC7473.(CORS). The HARN coordinates for these stations are available AC7473.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7473.Lapine(803-896-7700). AC7473. AC7473.In addition, the published North and South Carolina positions AC7473.(NAD 83 (1986)) are NOT consistent with those determined in AC7473.adjacent state readjustments. The discontinuity between stations AC7473.located in North or South Carolina and those in adjacent states AC7473.which have been adjusted to the HARN may be as much as 5 AC7473.decimeters. This will result in a significant loss of accuracy AC7473.over lines crossing such state borders. AC7473 AC7473 AC7473.The horizontal coordinates were established by GPS observations AC7473.and adjusted by the National Geodetic Survey in March 1997. AC7473 AC7473.The orthometric height was determined by differential leveling AC7473.and adjusted by the National Geodetic Survey in May 1997. AC7473 AC7473.The Laplace correction was computed from DEFLEC99 derived deflections. AC7473 AC7473.The geoid height was determined by GEOID99. AC7473 AC7473.The dynamic height is computed by dividing the NAVD 88 AC7473.geopotential number by the normal gravity value computed on the AC7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7473.degrees latitude (g = 980.6199 gals.). AC7473 AC7473.The modeled gravity was interpolated from observed gravity values. AC7473 AC7473; North East Units Scale Converg. AC7473;SPC NC - 103,296.560 791,203.309 MT 0.99992469 +1 08 37.3 AC7473;UTM 18 - 3,837,728.944 315,052.863 MT 1.00002161 -1 08 54.1 AC7473 AC7473 SUPERSEDED SURVEY CONTROL AC7473 AC7473.No superseded survey control is available for this station. AC7473 AC7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1505337729(NAD 83) AC7473_MARKER: DH = HORIZONTAL CONTROL DISK AC7473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7473_STAMPING: ETHEL 1992 AC7473_MARK LOGO: NCGS AC7473_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7473+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7473 AC7473 HISTORY - Date Condition Report By AC7473 HISTORY - 1992 MONUMENTED NCGS AC7473 HISTORY - 20030205 GOOD USPSQD AC7473 AC7473 STATION DESCRIPTION AC7473 AC7473'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7473'STATION IS LOCATED IN EMERALD ISLE.$PROCEED ALONG NC 58 (EMERALD AC7473'DRIVE) FOR 0.75 MI (1.21 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE AC7473'TO JAMES STREET, THENCE SOUTH ON JAMES STREET FOR 0.25 MI (0.40 KM) TO AC7473'OCEAN DRIVE, THENCE EAST ON OCEAN DRIVE FOR 0.1 MI (0.2 KM) TO STATION AC7473'IN SOUTH SHOULDER OF OCEAN DRIVE, (JUST EAST OF ETHEL DRIVE).$MARK IS AC7473'RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH OCEAN DRIVE. LOCATED AC7473'14.6 FT (4.5 M) SOUTH OF THE CENTERLINE OF OCEAN DRIVE, 88.1 FT (26.9 AC7473'M) EAST OF THE CENTERLINE OF ETHEL DRIVE, 11.7 FT (3.6 M) AC7473'NORTH-NORTHEAST OF A WATER METER, 12.8 FT (3.9 M) NORTHEAST OF A AC7473'TELEVISION CABLE PEDESTAL--AND 50.5 FT (15.4 M) SOUTH-SOUTHWEST OF A AC7473'POWER POLE, 75.8 FT (23.1 M) EAST-NORTHEAST OF A SECURITY LIGHT AC7473'POLE--BOTH WITH REFERENCE TAGS. AC7473 AC7473 STATION RECOVERY (2003) AC7473 AC7473'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7473'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7467 *********************************************************************** AC7467 DESIGNATION - FIRE AC7467 PID - AC7467 AC7467 STATE/COUNTY- NC/CARTERET AC7467 USGS QUAD - SALTER PATH (1994) AC7467 AC7467 *CURRENT SURVEY CONTROL AC7467 ___________________________________________________________________ AC7467* NAD 83(1986)- 34 41 13.40632(N) 076 53 24.39527(W) ADJUSTED AC7467* NAVD 88 - 3.062 (meters) 10.05 (feet) ADJUSTED AC7467 ___________________________________________________________________ AC7467 LAPLACE CORR- -1.42 (seconds) DEFLEC99 AC7467 GEOID HEIGHT- -37.36 (meters) GEOID99 AC7467 DYNAMIC HT - 3.059 (meters) 10.04 (feet) COMP AC7467 MODELED GRAV- 979,700.8 (mgal) NAVD 88 AC7467 AC7467 HORZ ORDER - FIRST AC7467 VERT ORDER - SECOND CLASS II AC7467 AC7467.The North Carolina/South Carolina HARNS have been completed but, AC7467.due to contractual restrictions, coordinates for these stations AC7467.will NOT be published in the near future. In the interim, the AC7467.published coordinates in North and South Carolina will not be AC7467.consistent with the Continuously Operating Reference Stations AC7467.(CORS). The HARN coordinates for these stations are available AC7467.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7467.Lapine(803-896-7700). AC7467. AC7467.In addition, the published North and South Carolina positions AC7467.(NAD 83 (1986)) are NOT consistent with those determined in AC7467.adjacent state readjustments. The discontinuity between stations AC7467.located in North or South Carolina and those in adjacent states AC7467.which have been adjusted to the HARN may be as much as 5 AC7467.decimeters. This will result in a significant loss of accuracy AC7467.over lines crossing such state borders. AC7467 AC7467 AC7467.The horizontal coordinates were established by GPS observations AC7467.and adjusted by the National Geodetic Survey in March 1997. AC7467 AC7467.The orthometric height was determined by differential leveling AC7467.and adjusted by the National Geodetic Survey in May 1997. AC7467 AC7467.The Laplace correction was computed from DEFLEC99 derived deflections. AC7467 AC7467.The geoid height was determined by GEOID99. AC7467 AC7467.The dynamic height is computed by dividing the NAVD 88 AC7467.geopotential number by the normal gravity value computed on the AC7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7467.degrees latitude (g = 980.6199 gals.). AC7467 AC7467.The modeled gravity was interpolated from observed gravity values. AC7467 AC7467; North East Units Scale Converg. AC7467;SPC NC - 106,003.365 802,909.794 MT 0.99992083 +1 13 04.0 AC7467;UTM 18 - 3,839,965.396 326,859.125 MT 0.99996950 -1 04 33.3 AC7467 AC7467: Primary Azimuth Mark Grid Az AC7467:SPC NC - JANET GPS 049 51 34.4 AC7467:UTM 18 - JANET GPS 052 09 11.7 AC7467 AC7467|---------------------------------------------------------------------| AC7467| PID Reference Object Distance Geod. Az | AC7467| dddmmss.s | AC7467| EA3916 JANET GPS 409.665 METERS 0510438.4 | AC7467|---------------------------------------------------------------------| AC7467 AC7467 SUPERSEDED SURVEY CONTROL AC7467 AC7467.No superseded survey control is available for this station. AC7467 AC7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2685939965(NAD 83) AC7467_MARKER: DH = HORIZONTAL CONTROL DISK AC7467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7467_STAMPING: FIRE 1992 AC7467_MARK LOGO: NCGS AC7467_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7467+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7467 AC7467 HISTORY - Date Condition Report By AC7467 HISTORY - 1992 MONUMENTED NCGS AC7467 HISTORY - 20030205 GOOD USPSQD AC7467 AC7467 STATION DESCRIPTION AC7467 AC7467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7467'STATION IS LOCATED IN SALTER PATH.$ALONG NC 58 FOR 7.55 MI (12.15 KM) AC7467'WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN SOUTH SHOULDER, ACROSS AC7467'THE HIGHWAY FROM THE INDIAN BEACH TOWN HALL AND THE SALTER PATH FIRE AC7467'AND RESCUE BUILDING.$MARK IS FLUSH WITH GROUND AND IS 1-FOOT HIGHER AC7467'THAN NC 58. LOCATED 32.2 FT (9.8 M) SOUTH OF THE CENTERLINE OF NC 58 AC7467'TURNING LANE, 18.0 FT (5.5 M) EAST OF THE CENTERLINE OF ASPHALT DRIVE AC7467'TO BUSINESS, 37.5 FT (11.4 M) NORTHWEST OF THE WEST CORNER OF BLOCK AC7467'BUILDING (STUCCO FINISH), 2.2 FT (0.7 M) EAST OF THE CONCRETE CURB AC7467'FACE OF ENTRANCE TO BUSINESS--AND 51.1 FT (15.6 M) WEST OF A POWER AC7467'POLE, 34.9 FT (10.6 M) EAST-NORTHEAST OF A POWER POLE--BOTH WITH AC7467'REFERENCE TAGS. AC7467 AC7467 STATION RECOVERY (2003) AC7467 AC7467'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7467'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7499 *********************************************************************** AC7499 DESIGNATION - FISHERIES AC7499 PID - AC7499 AC7499 STATE/COUNTY- NC/CARTERET AC7499 USGS QUAD - MANSFIELD (1994) AC7499 AC7499 *CURRENT SURVEY CONTROL AC7499 ___________________________________________________________________ AC7499* NAD 83(1986)- 34 43 26.84259(N) 076 45 12.71398(W) ADJUSTED AC7499* NAVD 88 - 5.8 (meters) 19. (feet) GPS OBS AC7499 ___________________________________________________________________ AC7499 LAPLACE CORR- -0.43 (seconds) DEFLEC99 AC7499 GEOID HEIGHT- -37.44 (meters) GEOID99 AC7499 AC7499 HORZ ORDER - FIRST AC7499 AC7499.The North Carolina/South Carolina HARNS have been completed but, AC7499.due to contractual restrictions, coordinates for these stations AC7499.will NOT be published in the near future. In the interim, the AC7499.published coordinates in North and South Carolina will not be AC7499.consistent with the Continuously Operating Reference Stations AC7499.(CORS). The HARN coordinates for these stations are available AC7499.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7499.Lapine(803-896-7700). AC7499. AC7499.In addition, the published North and South Carolina positions AC7499.(NAD 83 (1986)) are NOT consistent with those determined in AC7499.adjacent state readjustments. The discontinuity between stations AC7499.located in North or South Carolina and those in adjacent states AC7499.which have been adjusted to the HARN may be as much as 5 AC7499.decimeters. This will result in a significant loss of accuracy AC7499.over lines crossing such state borders. AC7499 AC7499 AC7499.The horizontal coordinates were established by GPS observations AC7499.and adjusted by the National Geodetic Survey in March 1997. AC7499 AC7499.The orthometric height was determined by GPS observations and a AC7499.high-resolution geoid model. AC7499 AC7499.The Laplace correction was computed from DEFLEC99 derived deflections. AC7499 AC7499.The geoid height was determined by GEOID99. AC7499 AC7499; North East Units Scale Converg. AC7499;SPC NC - 110,388.422 815,328.004 MT 0.99991471 +1 17 47.7 AC7499;UTM 18 - 3,843,849.822 339,443.272 MT 0.99991773 -0 59 56.7 AC7499 AC7499 SUPERSEDED SURVEY CONTROL AC7499 AC7499.No superseded survey control is available for this station. AC7499 AC7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3944343850(NAD 83) AC7499_MARKER: DH = HORIZONTAL CONTROL DISK AC7499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7499_STAMPING: FISHERIES 1994 AC7499_MARK LOGO: NCGS AC7499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AC7499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC7499+STABILITY: SURFACE MOTION AC7499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7499+SATELLITE: SATELLITE OBSERVATIONS - 1994 AC7499 AC7499 HISTORY - Date Condition Report By AC7499 HISTORY - 1994 MONUMENTED NCGS AC7499 HISTORY - 20030202 MARK NOT FOUND USPSQD AC7499 AC7499 STATION DESCRIPTION AC7499 AC7499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (RJC) AC7499'STATION IS LOCATED IN MOREHEAD CITY AT THE DIVISION OF MARINE AC7499'FISHERIES BUILDING.$PROCEED ALONG US 70 WEST FOR 1.12 MI (1.80 KM) AC7499'WEST FROM THE ATLANTIC BEACH BRIDGE AT 23RD STREET TO 35TH STREET, AC7499'THENCE SOUTH INTO THE NC DIVISION OF MARINE FISHERIES VISITORS PARKING AC7499'LOT TO STATION, ABOUT 16.5-FEET EAST OF THE NORTHEAST CORNER OF THE AC7499'SIDEWALK, ON THE PROLONGATION OF THE NORTH CURB OF THE PARKING AC7499'LOT.$MARK IS FLUSH WITH GROUND AND LEVEL WITH SIDEWALK. LOCATED AC7499'127.10 FT (38.74 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF AC7499'EASTBOUND US 70 WITH SOUTH 35TH STREET, 110.70 FT (33.74 M) SOUTH OF AC7499'THE CENTERLINE OF US 70 EASTBOUND, 53.64 FT (16.35 M) EAST OF THE AC7499'CENTERLINE OF SOUTH 35TH STREET, 27.19 FT (8.29 M) SOUTHWEST OF A AC7499'24-INCH MANHOLE COVER PROJECTING 1-FOOT, 86.35 FT (26.32 M) SOUTH OF AC7499'STATE HISTORIC MARKER--CAROLINA CITY--AND 77.13 FT (23.51 M) SOUTHEAST AC7499'OF A POWER POLE (NVS12), 13.29 FT (4.05 M) SOUTHEAST OF THE EAST END AC7499'POST OF A SPLIT RAIL FENCE (EAST-WEST), 178.61 FT (54.44 M) WEST OF A AC7499'10-INCH PINE (LARGEST OF 2 IN YARD)--ALL THREE WITH REFERENCE TAGS. AC7499 AC7499 STATION RECOVERY (2003) AC7499 AC7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7499'PARKING LOT HAS BEEN EXPANDED AND REPAVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0041 *********************************************************************** EA0041 DESIGNATION - GAS TANK USE EA0041 PID - EA0041 EA0041 STATE/COUNTY- NC/CARTERET EA0041 USGS QUAD - ATLANTIC (1949) EA0041 EA0041 *CURRENT SURVEY CONTROL EA0041 ___________________________________________________________________ EA0041* NAD 83(1986)- 34 52 58. (N) 076 20 12. (W) SCALED EA0041* NAVD 88 - 2.543 (meters) 8.34 (feet) ADJUSTED EA0041 ___________________________________________________________________ EA0041 GEOID HEIGHT- -37.76 (meters) GEOID99 EA0041 DYNAMIC HT - 2.541 (meters) 8.34 (feet) COMP EA0041 MODELED GRAV- 979,729.5 (mgal) NAVD 88 EA0041 EA0041 VERT ORDER - SECOND CLASS 0 EA0041 EA0041.The horizontal coordinates were scaled from a topographic map and have EA0041.an estimated accuracy of +/- 6 seconds. EA0041 EA0041.The orthometric height was determined by differential leveling EA0041.and adjusted by the National Geodetic Survey in June 1991. EA0041 EA0041.The geoid height was determined by GEOID99. EA0041 EA0041.The dynamic height is computed by dividing the NAVD 88 EA0041.geopotential number by the normal gravity value computed on the EA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0041.degrees latitude (g = 980.6199 gals.). EA0041 EA0041.The modeled gravity was interpolated from observed gravity values. EA0041 EA0041; North East Units Estimated Accuracy EA0041;SPC NC - 128,930. 853,020. MT (+/- 180 meters Scaled) EA0041 EA0041 SUPERSEDED SURVEY CONTROL EA0041 EA0041 NGVD 29 - 2.844 (m) 9.33 (f) ADJ UNCH 2 0 EA0041 EA0041.Superseded values are not recommended for survey control. EA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0041.See file dsdata.txt to determine how the superseded data were derived. EA0041 EA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD778608(NAD 83) EA0041_MARKER: DD = SURVEY DISK EA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0041+STABILITY: SURFACE MOTION EA0041 EA0041 HISTORY - Date Condition Report By EA0041 HISTORY - UNK MONUMENTED DOD EA0041 HISTORY - 1962 GOOD NGS EA0041 HISTORY - 1982 MARK NOT FOUND NCGS EA0041 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0041 EA0041 STATION DESCRIPTION EA0041 EA0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0041'AT ATLANTIC. EA0041'AT ATLANTIC, ACROSS THE STREET FROM THE ATLANTIC ICE HOUSE, AT A EA0041'STANDARD OIL COMPANY BULK PLANT, BETWEEN TWO LARGE GAS STORAGE EA0041'TANKS, DIRECTLY UNDER A SMALLER OIL TANK, 8 1/2 FEET NORTH OF A PIPE EA0041'CONNECTING THE TWO LARGE TANKS, 14 1/2 FEET NORTH OF THE SOUTH EA0041'BOUNDARY FENCE OF THE ENCLOSURE FOR THE STORAGE TANKS, SET IN THE EA0041'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE EA0041'GROUND. NOTE-- MARK IS IN SUCH A PLACE THAT IT IS IMPOSSIBLE TO EA0041'HOLD A ROD ON DISK. MARK WAS LEVELED TO BY TAPE READINGS. EA0041 EA0041 STATION RECOVERY (1982) EA0041 EA0041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0041'ALL 3 TANKS IN THIS AREA HAVE BEEN REMOVED, ALSO CONCRETE DRIVE HAS EA0041'BEEN PLACED IN THIS VICINITY. EA0041 EA0041 STATION RECOVERY (2003) EA0041 EA0041'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0041'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7492 *********************************************************************** AC7492 DESIGNATION - GEORGIA AC7492 PID - AC7492 AC7492 STATE/COUNTY- NC/CARTERET AC7492 USGS QUAD - SALTER PATH (1994) AC7492 AC7492 *CURRENT SURVEY CONTROL AC7492 ___________________________________________________________________ AC7492* NAD 83(1986)- 34 40 30.50263(N) 076 58 17.70656(W) ADJUSTED AC7492* NAVD 88 - 7.606 (meters) 24.95 (feet) ADJUSTED AC7492 ___________________________________________________________________ AC7492 LAPLACE CORR- -2.38 (seconds) DEFLEC99 AC7492 GEOID HEIGHT- -37.24 (meters) GEOID99 AC7492 DYNAMIC HT - 7.599 (meters) 24.93 (feet) COMP AC7492 MODELED GRAV- 979,703.9 (mgal) NAVD 88 AC7492 AC7492 HORZ ORDER - FIRST AC7492 VERT ORDER - SECOND CLASS II AC7492 AC7492.The North Carolina/South Carolina HARNS have been completed but, AC7492.due to contractual restrictions, coordinates for these stations AC7492.will NOT be published in the near future. In the interim, the AC7492.published coordinates in North and South Carolina will not be AC7492.consistent with the Continuously Operating Reference Stations AC7492.(CORS). The HARN coordinates for these stations are available AC7492.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7492.Lapine(803-896-7700). AC7492. AC7492.In addition, the published North and South Carolina positions AC7492.(NAD 83 (1986)) are NOT consistent with those determined in AC7492.adjacent state readjustments. The discontinuity between stations AC7492.located in North or South Carolina and those in adjacent states AC7492.which have been adjusted to the HARN may be as much as 5 AC7492.decimeters. This will result in a significant loss of accuracy AC7492.over lines crossing such state borders. AC7492 AC7492 AC7492.The horizontal coordinates were established by GPS observations AC7492.and adjusted by the National Geodetic Survey in March 1997. AC7492 AC7492.The orthometric height was determined by differential leveling AC7492.and adjusted by the National Geodetic Survey in May 1997. AC7492 AC7492.The Laplace correction was computed from DEFLEC99 derived deflections. AC7492 AC7492.The geoid height was determined by GEOID99. AC7492 AC7492.The dynamic height is computed by dividing the NAVD 88 AC7492.geopotential number by the normal gravity value computed on the AC7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7492.degrees latitude (g = 980.6199 gals.). AC7492 AC7492.The modeled gravity was interpolated from observed gravity values. AC7492 AC7492; North East Units Scale Converg. AC7492;SPC NC - 104,526.064 795,473.075 MT 0.99992288 +1 10 14.7 AC7492;UTM 18 - 3,838,786.771 319,368.772 MT 1.00000216 -1 07 19.1 AC7492 AC7492 SUPERSEDED SURVEY CONTROL AC7492 AC7492.No superseded survey control is available for this station. AC7492 AC7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1936938787(NAD 83) AC7492_MARKER: DB = BENCH MARK DISK AC7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7492_STAMPING: GEORGIA 1992 AC7492_MARK LOGO: NCGS AC7492_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7492+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7492 AC7492 HISTORY - Date Condition Report By AC7492 HISTORY - 1992 MONUMENTED NCGS AC7492 HISTORY - 20030205 GOOD USPSQD AC7492 AC7492 STATION DESCRIPTION AC7492 AC7492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7492'STATION IS LOCATED IN EASTERN EMERALD ISLE.$ALONG NC 58 (EMERALD AC7492'DRIVE) FOR 3.65 MI (5.87 KM) EAST FROM THE POST OFFICE IN EMERALD AC7492'ISLE, AT GEORGIA STREET, IN SOUTHEAST QUADRANT, ON THE SHOULDER.$MARK AC7492'IS RECESSED 6 INCHES BELOW GROUND AND IS ABOUT 1-FOOT LOWER THAN NC AC7492'58. LOCATED 23.0 FT (7.0 M) SOUTH OF THE CENTERLINE OF NC 58, 27.5 FT AC7492'(8.4 M) EAST OF THE CENTERLINE OF GEORGIA STREET, 5.5 FT (1.7 M) AC7492'NORTH-NORTHWEST OF THE EAST END OF A REINFORCED CONCRETE PIPE UNDER AC7492'GEORGIA STREET, 39.1 FT (11.9 M) NORTH-NORTHEAST OF A WATER VALVE IN AC7492'GEORGIA STREET, AND 14.4 FT (4.4 M) NORTH-NORTHEAST OF A STOP SIGN AC7492'POST WITH A REFERENCE TAG. AC7492 AC7492 STATION RECOVERY (2003) AC7492 AC7492'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7492'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1962 *********************************************************************** EA1962 DESIGNATION - GLEN EA1962 PID - EA1962 EA1962 STATE/COUNTY- NC/CARTERET EA1962 USGS QUAD - MANSFIELD (1994) EA1962 EA1962 *CURRENT SURVEY CONTROL EA1962 ___________________________________________________________________ EA1962* NAD 83(1986)- 34 43 29.76001(N) 076 45 48.64147(W) ADJUSTED EA1962* NAVD 88 - 7.8 (meters) 26. (feet) VERTCON EA1962 ___________________________________________________________________ EA1962 LAPLACE CORR- -0.46 (seconds) DEFLEC99 EA1962 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1962 EA1962 HORZ ORDER - SECOND EA1962 EA1962.The North Carolina/South Carolina HARNS have been completed but, EA1962.due to contractual restrictions, coordinates for these stations EA1962.will NOT be published in the near future. In the interim, the EA1962.published coordinates in North and South Carolina will not be EA1962.consistent with the Continuously Operating Reference Stations EA1962.(CORS). The HARN coordinates for these stations are available EA1962.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1962.Lapine(803-896-7700). EA1962. EA1962.In addition, the published North and South Carolina positions EA1962.(NAD 83 (1986)) are NOT consistent with those determined in EA1962.adjacent state readjustments. The discontinuity between stations EA1962.located in North or South Carolina and those in adjacent states EA1962.which have been adjusted to the HARN may be as much as 5 EA1962.decimeters. This will result in a significant loss of accuracy EA1962.over lines crossing such state borders. EA1962 EA1962 EA1962.The horizontal coordinates were established by classical geodetic methods EA1962.and adjusted by the National Geodetic Survey in July 1986. EA1962 EA1962.The NAVD 88 height was computed by applying the VERTCON shift value to EA1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1962 EA1962.The Laplace correction was computed from DEFLEC99 derived deflections. EA1962 EA1962.The geoid height was determined by GEOID99. EA1962 EA1962; North East Units Scale Converg. EA1962;SPC NC - 110,457.657 814,412.199 MT 0.99991458 +1 17 27.0 EA1962;UTM 18 - 3,843,955.685 338,530.972 MT 0.99992136 -1 00 17.2 EA1962 EA1962|---------------------------------------------------------------------| EA1962| PID Reference Object Distance Geod. Az | EA1962| dddmmss.s | EA1962| EA1982 SPUR NCGS 1968 360.195 METERS 08817 | EA1962|---------------------------------------------------------------------| EA1962 EA1962 SUPERSEDED SURVEY CONTROL EA1962 EA1962 NAD 27 - 34 43 29.17793(N) 076 45 49.87816(W) AD( ) 2 EA1962 NGVD 29 - 8.1 (m) 27. (f) VERT ANG EA1962 EA1962.Superseded values are not recommended for survey control. EA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1962.See file dsdata.txt to determine how the superseded data were derived. EA1962 EA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3853143956(NAD 83) EA1962_MARKER: DE = TRAVERSE STATION DISK EA1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1962+STABILITY: SURFACE MOTION EA1962 EA1962 HISTORY - Date Condition Report By EA1962 HISTORY - 1968 MONUMENTED NCGS EA1962 HISTORY - 1980 GOOD NCDOT EA1962 HISTORY - 19920928 MARK NOT FOUND NCGS EA1962 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1962 EA1962 STATION DESCRIPTION EA1962 EA1962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1962'GLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1962'THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1962' EA1962'GLEN IS LOCATED APPROXIMATELY 2.9 MILES WNW OF THE CENTER OF EA1962'MOREHEAD CITY. TO REACH STATION PROCEED FROM THE EA1962'INTERSECTION OF NC 24 WITH U.S. 70, GO SOUTHEAST ON U.S. 70 EA1962'FOR 1.85 MILES TO STATION. WHICH IS ON THE SOUTHWEST SIDE OF EA1962'EAST BOUND LANE, IN NORTHWEST QUADRANT OF INTERSECTION, AT EA1962'EAST CORNER OF YARD OF A ONE STORY GREEN SHINGLE HOUSE. EA1962' EA1962'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EA1962'STAMPED GLEN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE EA1962'TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA1962' EA1962'MARK IS EA1962' EA1962'4.6 FT W OF NW CURB OF APPROXIMATE CENTER OF CURVING CURB. EA1962' EA1962'58.0 FT NW OF PP 7 IN SW QUADRANT OF STREET INTERSECTION, EA1962'AND WITH ALUMINUM REF. TAG. EA1962' EA1962'15.0 FT ENE OF 14 INCH OAK IN EAST CORNER OF YARD. EA1962' EA1962'45.0 FT NE OF 30 INCH OAK IN S CORNER OF YARD. EA1962' EA1962'80.7 FT SE OF TP 7-1/2 WITH ALUMINUM REF. TAG ON SW SIDE OF EA1962'U.S. 70 E BOUND LANE. EA1962' EA1962'78.6 FT SE OF R/W MARKER ON SE SIDE OF E BOUND LANE. EA1962' EA1962'37.5 FT E OF SE CORNER OF GREEN ONE STORY SHINGLE HOUSE. EA1962 EA1962 STATION RECOVERY (1980) EA1962 EA1962'RECOVERY NOTE BY NC DOT DIV OF HWYS 1980 (RAS) EA1962'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EA1962 EA1962 STATION RECOVERY (1992) EA1962 EA1962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1962'STATION SEARCHED FOR BUT NOT FOUND. EA1962 EA1962 STATION RECOVERY (2003) EA1962 EA1962'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1962'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1998 *********************************************************************** EA1998 DESIGNATION - GRIF 1927 EA1998 PID - EA1998 EA1998 STATE/COUNTY- NC/CARTERET EA1998 USGS QUAD - SALTER PATH (1994) EA1998 EA1998 *CURRENT SURVEY CONTROL EA1998 ___________________________________________________________________ EA1998* NAD 83(1986)- 34 40 17.20537(N) 076 59 17.78178(W) ADJUSTED EA1998* NAVD 88 - 7. (meters) 23. (feet) SCALED EA1998 ___________________________________________________________________ EA1998 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EA1998 GEOID HEIGHT- -37.22 (meters) GEOID99 EA1998 EA1998 HORZ ORDER - THIRD EA1998 EA1998.The North Carolina/South Carolina HARNS have been completed but, EA1998.due to contractual restrictions, coordinates for these stations EA1998.will NOT be published in the near future. In the interim, the EA1998.published coordinates in North and South Carolina will not be EA1998.consistent with the Continuously Operating Reference Stations EA1998.(CORS). The HARN coordinates for these stations are available EA1998.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1998.Lapine(803-896-7700). EA1998. EA1998.In addition, the published North and South Carolina positions EA1998.(NAD 83 (1986)) are NOT consistent with those determined in EA1998.adjacent state readjustments. The discontinuity between stations EA1998.located in North or South Carolina and those in adjacent states EA1998.which have been adjusted to the HARN may be as much as 5 EA1998.decimeters. This will result in a significant loss of accuracy EA1998.over lines crossing such state borders. EA1998 EA1998 EA1998.The horizontal coordinates were established by classical geodetic methods EA1998.and adjusted by the National Geodetic Survey in July 1986. EA1998 EA1998.The orthometric height was scaled from a topographic map. EA1998 EA1998.The Laplace correction was computed from DEFLEC99 derived deflections. EA1998 EA1998.The geoid height was determined by GEOID99. EA1998 EA1998; North East Units Scale Converg. EA1998;SPC NC - 104,085.306 793,952.439 MT 0.99992353 +1 09 40.0 EA1998;UTM 18 - 3,838,407.164 317,831.595 MT 1.00000904 -1 07 53.0 EA1998 EA1998: Primary Azimuth Mark Grid Az EA1998:SPC NC - BANK RESET 070 33 36.1 EA1998:UTM 18 - BANK RESET 072 51 09.1 EA1998 EA1998|---------------------------------------------------------------------| EA1998| PID Reference Object Distance Geod. Az | EA1998| dddmmss.s | EA1998| EA1990 BANK RESET APPROX. 2.3 KM 0714316.1 | EA1998|---------------------------------------------------------------------| EA1998 EA1998 SUPERSEDED SURVEY CONTROL EA1998 EA1998 NAD 27 - 34 40 16.62000(N) 076 59 18.98000(W) AD( ) 3 EA1998 EA1998.Superseded values are not recommended for survey control. EA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1998.See file dsdata.txt to determine how the superseded data were derived. EA1998 EA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1783238407(NAD 83) EA1998_MARKER: DS = TRIANGULATION STATION DISK EA1998_SETTING: 0 = UNSPECIFIED SETTING EA1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1998 EA1998 HISTORY - Date Condition Report By EA1998 HISTORY - 1927 MONUMENTED CGS EA1998 HISTORY - 1946 MARK NOT FOUND CGS EA1998 HISTORY - 20030205 MARK NOT FOUND USPSQD EA1998 EA1998 STATION DESCRIPTION EA1998 EA1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (KTA) EA1998'THE STATION IS ON THE TOP OF A SAND DUNE ABOUT 5-1/2 NAUTICAL EA1998'MILES E OF BOGUE INLET FLAG STAFF 130 METERS FROM THE STORM EA1998'WATER LINE ON THE OUTSIDE BEACH AND 175 METERS FROM THE MEAN EA1998'HIGH WATER LINE. IT IS 88-1/2 METERS DIRECTLY INSHORE FROM A EA1998'FISHING SHACK ON THE BEACH AND IN THE PATH BETWEEN THE SHACK AND EA1998'A SMALL DOCK ON THE SOUND. THE SAND DUNES ARE WOODED FROM EA1998'BOGUE INLET TO THE VICINITY OF THE STATION. THE STATION IS EA1998'ABOUT 50 YARDS E AND OFF SHORE FROM THIS TREE LINE. EA1998' EA1998'THE STATION MARK IS A STANDARD HYDROGRAPHIC-STATION MARK SET EA1998'IN THE TOP OF A CEMENT-FILLED TILE SET IN CONCRETE AND EA1998'PROJECTING 2 FEET ABOVE THE PRESENT SURFACE OF THE DUNE. EA1998 EA1998 STATION RECOVERY (1946) EA1998 EA1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1998'UNABLE TO FIND. RUINS OF FISHING SHACK FOUND BUT LOCAL EA1998'INFORMATION CLAIMS THESE RUINS TO BE THOSE OF A CABIN BUILT EA1998'IN 1936 AND THAT ORIGINAL SHACK WAS 75 YARDS E. THERE IS NO EA1998'TRACE OF A PATH IN THE VICINITY. NOR OF A DOCK ON THE EA1998'SOUND. SEARCH CONTINUED 1-1/2 DAYS. EA1998' EA1998'RECOMMEND THE STATION BE CONSIDERED DESTROYED. EA1998 EA1998 STATION RECOVERY (2003) EA1998 EA1998'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1998'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7464 *********************************************************************** AC7464 DESIGNATION - GROVE AC7464 PID - AC7464 AC7464 STATE/COUNTY- NC/CARTERET AC7464 USGS QUAD - MANSFIELD (1994) AC7464 AC7464 *CURRENT SURVEY CONTROL AC7464 ___________________________________________________________________ AC7464* NAD 83(1986)- 34 41 29.33319(N) 076 51 09.69142(W) ADJUSTED AC7464* NAVD 88 - 3.516 (meters) 11.54 (feet) ADJUSTED AC7464 ___________________________________________________________________ AC7464 LAPLACE CORR- -0.99 (seconds) DEFLEC99 AC7464 GEOID HEIGHT- -37.39 (meters) GEOID99 AC7464 DYNAMIC HT - 3.513 (meters) 11.53 (feet) COMP AC7464 MODELED GRAV- 979,701.2 (mgal) NAVD 88 AC7464 AC7464 HORZ ORDER - FIRST AC7464 VERT ORDER - SECOND CLASS II AC7464 AC7464.The North Carolina/South Carolina HARNS have been completed but, AC7464.due to contractual restrictions, coordinates for these stations AC7464.will NOT be published in the near future. In the interim, the AC7464.published coordinates in North and South Carolina will not be AC7464.consistent with the Continuously Operating Reference Stations AC7464.(CORS). The HARN coordinates for these stations are available AC7464.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7464.Lapine(803-896-7700). AC7464. AC7464.In addition, the published North and South Carolina positions AC7464.(NAD 83 (1986)) are NOT consistent with those determined in AC7464.adjacent state readjustments. The discontinuity between stations AC7464.located in North or South Carolina and those in adjacent states AC7464.which have been adjusted to the HARN may be as much as 5 AC7464.decimeters. This will result in a significant loss of accuracy AC7464.over lines crossing such state borders. AC7464 AC7464 AC7464.The horizontal coordinates were established by GPS observations AC7464.and adjusted by the National Geodetic Survey in March 1997. AC7464 AC7464.The orthometric height was determined by differential leveling AC7464.and adjusted by the National Geodetic Survey in May 1997. AC7464 AC7464.The Laplace correction was computed from DEFLEC99 derived deflections. AC7464 AC7464.The geoid height was determined by GEOID99. AC7464 AC7464.The dynamic height is computed by dividing the NAVD 88 AC7464.geopotential number by the normal gravity value computed on the AC7464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7464.degrees latitude (g = 980.6199 gals.). AC7464 AC7464.The modeled gravity was interpolated from observed gravity values. AC7464 AC7464; North East Units Scale Converg. AC7464;SPC NC - 106,567.511 806,326.870 MT 0.99992007 +1 14 21.7 AC7464;UTM 18 - 3,840,392.339 330,296.186 MT 0.99995497 -1 03 17.0 AC7464 AC7464 SUPERSEDED SURVEY CONTROL AC7464 AC7464.No superseded survey control is available for this station. AC7464 AC7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3029640392(NAD 83) AC7464_MARKER: DH = HORIZONTAL CONTROL DISK AC7464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7464_STAMPING: GROVE 1992 AC7464_MARK LOGO: NCGS AC7464_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7464+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7464 AC7464 HISTORY - Date Condition Report By AC7464 HISTORY - 1992 MONUMENTED NCGS AC7464 HISTORY - 20030205 GOOD USPSQD AC7464 AC7464 STATION DESCRIPTION AC7464 AC7464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7464'STATION IS LOCATED IN WESTERN PINE KNOLL SHORES.$ALONG NC 58 FOR 5.35 AC7464'MI (8.61 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN THE SOUTH AC7464'SHOULDER.$MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 1-FOOT LOWER AC7464'THAN NC 58. LOCATED 23.8 FT (7.3 M) SOUTH OF THE CENTERLINE OF NC 58, AC7464'68.6 FT (20.9 M) EAST OF A PRIVATE CONCRETE WALK WAY, AND 22.0 FT (6.7 AC7464'M) WEST OF A METAL-NO PARKING-SIGN.$INDIAN BEACH TANK IS VISIBLE AND AC7464'THE GRID AZIMUTH IS--264-12-03.08. AC7464 AC7464 STATION RECOVERY (2003) AC7464 AC7464'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7464'NOW PROJECTS 2 INCHES ABOVE GROUND. METAL NO-PARKING SIGN NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0136 *********************************************************************** EA0136 DESIGNATION - H 145 RESET 1963 EA0136 PID - EA0136 EA0136 STATE/COUNTY- NC/CARTERET EA0136 USGS QUAD - NEWPORT (1994) EA0136 EA0136 *CURRENT SURVEY CONTROL EA0136 ___________________________________________________________________ EA0136* NAD 83(1986)- 34 47 13. (N) 076 51 34. (W) SCALED EA0136* NAVD 88 - 6.225 (meters) 20.42 (feet) ADJUSTED EA0136 ___________________________________________________________________ EA0136 GEOID HEIGHT- -37.47 (meters) GEOID99 EA0136 DYNAMIC HT - 6.219 (meters) 20.40 (feet) COMP EA0136 MODELED GRAV- 979,693.6 (mgal) NAVD 88 EA0136 EA0136 VERT ORDER - FIRST CLASS I EA0136 EA0136.The horizontal coordinates were scaled from a topographic map and have EA0136.an estimated accuracy of +/- 6 seconds. EA0136 EA0136.The orthometric height was determined by differential leveling EA0136.and adjusted by the National Geodetic Survey in June 1991. EA0136 EA0136.The geoid height was determined by GEOID99. EA0136 EA0136.The dynamic height is computed by dividing the NAVD 88 EA0136.geopotential number by the normal gravity value computed on the EA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0136.degrees latitude (g = 980.6199 gals.). EA0136 EA0136.The modeled gravity was interpolated from observed gravity values. EA0136 EA0136; North East Units Estimated Accuracy EA0136;SPC NC - 117,140. 805,480. MT (+/- 180 meters Scaled) EA0136 EA0136 SUPERSEDED SURVEY CONTROL EA0136 EA0136 NGVD 29 - 6.546 (m) 21.48 (f) ADJ UNCH 1 1 EA0136 EA0136.Superseded values are not recommended for survey control. EA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0136.See file dsdata.txt to determine how the superseded data were derived. EA0136 EA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD298509(NAD 83) EA0136_MARKER: DB = BENCH MARK DISK EA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0136_STAMPING: H 145 1935 RESET 1963 EA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0136+STABILITY: SURFACE MOTION EA0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA0136+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0136 EA0136 HISTORY - Date Condition Report By EA0136 HISTORY - 1963 MONUMENTED CGS EA0136 HISTORY - 20030203 GOOD GEOCAC EA0136 EA0136 STATION DESCRIPTION EA0136 EA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0136'AT NEWPORT. EA0136'AT NEWPORT, AT A JUNCTION FORMED BY U.S. HIGHWAY 70 LEADING EA0136'NORTH-SOUTH, COUNTY ROAD 1137 LEADING NORTHEAST, AND COUNTY EA0136'ROAD 1124 LEADING NORTHWEST, 67 FEET NORTH OF THE CENTER OF EA0136'THE JUNCTION, 15 FEET SOUTH OF THE SOUTHEAST CORNER OF ATLANTIC EA0136'AND EAST CAROLINA RAILROAD STATION, 30.5 FEET NORTHEAST OF THE EA0136'NORTHEAST RAIL OF A. AND E.C. RR. TRACK, 4 1/2 FEET NORTH OF EA0136'A TELEPHONE POLE, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET EA0136'IN TOP OF A CONCRETE POST PROJECTING 1 FOOT. EA0136 EA0136 STATION RECOVERY (2003) EA0136 EA0136'RECOVERY NOTE BY GEOCACHING 2003 (DNS) EA0136'RECOVERED IN GOOD CONDITION AT THE LOCATION PREVIOUSLY DESCRIBED EA0136'HOWEVER, MY COORDINATES OF 34 47.185N AND 076 51.542W PLACE THE MARK EA0136'102.1 FEET AWAY. MARK LOCATED ON TOP OF FOUR-CORNER CONCRETE POST EA0136'APPROXIMATELY 18 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1734 *********************************************************************** EA1734 DESIGNATION - HARKERS IS CH OF LDS SPIRE EA1734 PID - EA1734 EA1734 STATE/COUNTY- NC/CARTERET EA1734 USGS QUAD - HARKERS ISLAND (1983) EA1734 EA1734 *CURRENT SURVEY CONTROL EA1734 ___________________________________________________________________ EA1734* NAD 83(1986)- 34 41 42.02656(N) 076 33 30.57953(W) ADJUSTED EA1734* NAVD 88 - EA1734 ___________________________________________________________________ EA1734 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EA1734 GEOID HEIGHT- -37.57 (meters) GEOID99 EA1734 EA1734 HORZ ORDER - THIRD EA1734 EA1734.The North Carolina/South Carolina HARNS have been completed but, EA1734.due to contractual restrictions, coordinates for these stations EA1734.will NOT be published in the near future. In the interim, the EA1734.published coordinates in North and South Carolina will not be EA1734.consistent with the Continuously Operating Reference Stations EA1734.(CORS). The HARN coordinates for these stations are available EA1734.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1734.Lapine(803-896-7700). EA1734. EA1734.In addition, the published North and South Carolina positions EA1734.(NAD 83 (1986)) are NOT consistent with those determined in EA1734.adjacent state readjustments. The discontinuity between stations EA1734.located in North or South Carolina and those in adjacent states EA1734.which have been adjusted to the HARN may be as much as 5 EA1734.decimeters. This will result in a significant loss of accuracy EA1734.over lines crossing such state borders. EA1734 EA1734 EA1734.The horizontal coordinates were established by classical geodetic methods EA1734.and adjusted by the National Geodetic Survey in July 1986. EA1734 EA1734 EA1734.The Laplace correction was computed from DEFLEC99 derived deflections. EA1734 EA1734.The geoid height was determined by GEOID99. EA1734 EA1734; North East Units Scale Converg. EA1734;SPC NC - 107,581.461 833,265.075 MT 0.99991948 +1 24 33.0 EA1734;UTM 18 - 3,840,326.627 357,252.897 MT 0.99985115 -0 53 14.1 EA1734 EA1734 SUPERSEDED SURVEY CONTROL EA1734 EA1734 NAD 27 - 34 41 41.44220(N) 076 33 31.85564(W) AD( ) 3 EA1734 EA1734.Superseded values are not recommended for survey control. EA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1734.See file dsdata.txt to determine how the superseded data were derived. EA1734 EA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5725340327(NAD 83) EA1734_MARKER: 90 = CHURCH SPIRE EA1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1734+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1734 EA1734 HISTORY - Date Condition Report By EA1734 HISTORY - 1962 FIRST OBSERVED CGS EA1734 HISTORY - 1964 GOOD CGS EA1734 HISTORY - 1985 GOOD USPSQD EA1734 HISTORY - 1988 GOOD USPSQD EA1734 HISTORY - 20030203 GOOD USPSQD EA1734 EA1734 STATION DESCRIPTION EA1734 EA1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1734'STATION IS LOCATED IN THE VILLAGE OF HARKERS ISLAND ON THE NORTH EA1734'SIDE OF COUNTY ROUTE 1335, ACROSS FROM POST OFFICE. EA1734' EA1734'INTERSECTION POINT IS THE SPIRE WHICH, IS VERY SLENDER. EA1734' EA1734'THE CHURCH IS CONSTRUCTED OF RED BRICK, WITH BLACK ROOF AND BLACK EA1734'SPIRE. EA1734 EA1734 STATION RECOVERY (1964) EA1734 EA1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1734'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1962 DESCRIPTION EA1734'BY S.C.M. IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND CORRECTIONS-- EA1734' EA1734'THE CHURCH IS LOCATED AT THE INTERSECTION OF COUNTY ROUTES 1335 AND EA1734'1399. A NEW POST OFFICE HAS BEEN BUILT ON THE ISLAND 0.4 MILE WEST EA1734'OF THE STATION ON COUNTY ROUTE 1335. THE OLD POST OFFICE BUILDING EA1734'STILL STANDS ACROSS FROM THE STATION, BUT IT HAS BEEN ABANDONED. EA1734 EA1734 STATION RECOVERY (1985) EA1734 EA1734'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1734'STATION FOUND GOOD. EA1734' EA1734'VISITED SITE, VERIFIED EXISTENCE. EA1734 EA1734 STATION RECOVERY (1988) EA1734 EA1734'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1734'RECOVERED IN GOOD CONDITION. EA1734 EA1734 STATION RECOVERY (2003) EA1734 EA1734'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1783 *********************************************************************** EA1783 DESIGNATION - HARKERS IS METH CHURCH SPIRE EA1783 PID - EA1783 EA1783 STATE/COUNTY- NC/CARTERET EA1783 USGS QUAD - HARKERS ISLAND (1983) EA1783 EA1783 *CURRENT SURVEY CONTROL EA1783 ___________________________________________________________________ EA1783* NAD 83(1986)- 34 41 43.65163(N) 076 33 40.87628(W) ADJUSTED EA1783* NAVD 88 - EA1783 ___________________________________________________________________ EA1783 LAPLACE CORR- -2.09 (seconds) DEFLEC99 EA1783 GEOID HEIGHT- -37.56 (meters) GEOID99 EA1783 EA1783 HORZ ORDER - THIRD EA1783 EA1783.The North Carolina/South Carolina HARNS have been completed but, EA1783.due to contractual restrictions, coordinates for these stations EA1783.will NOT be published in the near future. In the interim, the EA1783.published coordinates in North and South Carolina will not be EA1783.consistent with the Continuously Operating Reference Stations EA1783.(CORS). The HARN coordinates for these stations are available EA1783.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1783.Lapine(803-896-7700). EA1783. EA1783.In addition, the published North and South Carolina positions EA1783.(NAD 83 (1986)) are NOT consistent with those determined in EA1783.adjacent state readjustments. The discontinuity between stations EA1783.located in North or South Carolina and those in adjacent states EA1783.which have been adjusted to the HARN may be as much as 5 EA1783.decimeters. This will result in a significant loss of accuracy EA1783.over lines crossing such state borders. EA1783 EA1783 EA1783.The horizontal coordinates were established by classical geodetic methods EA1783.and adjusted by the National Geodetic Survey in July 1986. EA1783 EA1783 EA1783.The Laplace correction was computed from DEFLEC99 derived deflections. EA1783 EA1783.The geoid height was determined by GEOID99. EA1783 EA1783; North East Units Scale Converg. EA1783;SPC NC - 107,625.078 833,001.877 MT 0.99991940 +1 24 27.0 EA1783;UTM 18 - 3,840,380.751 356,991.675 MT 0.99985207 -0 53 20.0 EA1783 EA1783 SUPERSEDED SURVEY CONTROL EA1783 EA1783 NAD 27 - 34 41 43.06800(N) 076 33 42.14978(W) AD( ) 3 EA1783 EA1783.Superseded values are not recommended for survey control. EA1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1783.See file dsdata.txt to determine how the superseded data were derived. EA1783 EA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5699240381(NAD 83) EA1783_MARKER: 90 = CHURCH SPIRE EA1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1783+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1783 EA1783 HISTORY - Date Condition Report By EA1783 HISTORY - 1913 FIRST OBSERVED CGS EA1783 HISTORY - 1933 GOOD CGS EA1783 HISTORY - 1947 GOOD CGS EA1783 HISTORY - 1962 GOOD CGS EA1783 HISTORY - 1964 GOOD CGS EA1783 HISTORY - 1967 GOOD CGS EA1783 HISTORY - 1985 GOOD USPSQD EA1783 HISTORY - 1988 GOOD USPSQD EA1783 HISTORY - 20030203 GOOD USPSQD EA1783 EA1783 STATION DESCRIPTION EA1783 EA1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO) EA1783'STATION IS THE MOST WESTERLY OF TWO PROMINENT CHURCHES ON HARKERS EA1783'ISLAND, ON THE N SIDE OF THE ROAD THROUGH THE VILLAGE ON THE ISLAND, EA1783'200 YARDS W OF A SCHOOLHOUSE, BUILT OF WOOD. THE STEEPLE IS FOUR- EA1783'SIDED WITH A SMALL WOODEN DORMER ON EACH SIDE. EA1783 EA1783 STATION RECOVERY (1947) EA1783 EA1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1783'RECOVERED IN GOOD CONDITION. THE 1933 DESCRIPTION IS ADEQUATE EA1783'EXCEPT FOR THE FOLLOWING ADDITION-- EA1783' EA1783'1. ADD THE STEEPLE IS 55 FEET TALL. EA1783 EA1783 STATION RECOVERY (1962) EA1783 EA1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1783'STATION IS LOCATED IN VILLAGE OF HARKERS ISLAND, ON NORTH SIDE OF EA1783'COUNTY ROUTE 1335. EA1783' EA1783'POINT INTERSECTED IS THE SPIRE. EA1783' EA1783'THE CHURCH IS CONSTRUCTED OF WOOD AND IS PAINTED WHITE. THE ROOF EA1783'OF THE CHURCH AND STEEPLE IS GREEN. EA1783' EA1783'THIS IS THE ONLY REMAINING METHODIST CHURCH ON HARKERS ISLAND. EA1783' EA1783'LISTED--HARKERS ISLAND, WEST CHURCH SPIRE, 1913. EA1783 EA1783 STATION RECOVERY (1964) EA1783 EA1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1783'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IN 1962 BY EA1783'S.C.M. IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING ADDITION-- EA1783' EA1783'THE CHURCH IS LOCATED AT THE INTERSECTION OF COUNTY ROUTES 1335 EA1783'AND 1337 ON THE NORTH SIDE OF THE INTERSECTION. EA1783 EA1783 STATION RECOVERY (1967) EA1783 EA1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK) EA1783'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. EA1783 EA1783 STATION RECOVERY (1985) EA1783 EA1783'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1783'STATION FOUND GOOD. EA1783' EA1783'VISITED SITE, VERIFIED EXISTENCE. EA1783 EA1783 STATION RECOVERY (1988) EA1783 EA1783'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1783'RECOVERED IN GOOD CONDITION. EA1783 EA1783 STATION RECOVERY (2003) EA1783 EA1783'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1783'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1736 *********************************************************************** EA1736 DESIGNATION - HARKERS IS PENT CHURCH SPIRE EA1736 PID - EA1736 EA1736 STATE/COUNTY- NC/CARTERET EA1736 USGS QUAD - HARKERS ISLAND (1983) EA1736 EA1736 *CURRENT SURVEY CONTROL EA1736 ___________________________________________________________________ EA1736* NAD 83(1986)- 34 41 48.05597(N) 076 34 01.58035(W) ADJUSTED EA1736* NAVD 88 - EA1736 ___________________________________________________________________ EA1736 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EA1736 GEOID HEIGHT- -37.56 (meters) GEOID99 EA1736 EA1736 HORZ ORDER - THIRD EA1736 EA1736.The North Carolina/South Carolina HARNS have been completed but, EA1736.due to contractual restrictions, coordinates for these stations EA1736.will NOT be published in the near future. In the interim, the EA1736.published coordinates in North and South Carolina will not be EA1736.consistent with the Continuously Operating Reference Stations EA1736.(CORS). The HARN coordinates for these stations are available EA1736.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1736.Lapine(803-896-7700). EA1736. EA1736.In addition, the published North and South Carolina positions EA1736.(NAD 83 (1986)) are NOT consistent with those determined in EA1736.adjacent state readjustments. The discontinuity between stations EA1736.located in North or South Carolina and those in adjacent states EA1736.which have been adjusted to the HARN may be as much as 5 EA1736.decimeters. This will result in a significant loss of accuracy EA1736.over lines crossing such state borders. EA1736 EA1736 EA1736.The horizontal coordinates were established by classical geodetic methods EA1736.and adjusted by the National Geodetic Survey in July 1986. EA1736 EA1736 EA1736.The Laplace correction was computed from DEFLEC99 derived deflections. EA1736 EA1736.The geoid height was determined by GEOID99. EA1736 EA1736; North East Units Scale Converg. EA1736;SPC NC - 107,747.820 832,471.805 MT 0.99991920 +1 24 15.1 EA1736;UTM 18 - 3,840,524.625 356,466.982 MT 0.99985393 -0 53 31.9 EA1736 EA1736 SUPERSEDED SURVEY CONTROL EA1736 EA1736 NAD 27 - 34 41 47.47169(N) 076 34 02.85500(W) AD( ) 3 EA1736 EA1736.Superseded values are not recommended for survey control. EA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1736.See file dsdata.txt to determine how the superseded data were derived. EA1736 EA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5646740525(NAD 83) EA1736_MARKER: 90 = CHURCH SPIRE EA1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1736+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1736 EA1736 HISTORY - Date Condition Report By EA1736 HISTORY - 1962 FIRST OBSERVED CGS EA1736 HISTORY - 1964 GOOD CGS EA1736 HISTORY - 1985 GOOD USPSQD EA1736 HISTORY - 1988 GOOD USPSQD EA1736 HISTORY - 19960304 GOOD NCGS EA1736 HISTORY - 20030203 GOOD USPSQD EA1736 EA1736 STATION DESCRIPTION EA1736 EA1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1736'STATION IS LOCATED AT WEST EDGE OF THE VILLAGE OF HARKERS ISLAND ON EA1736'NORTH SIDE OF COUNTY ROUTE 1335. EA1736' EA1736'INTERSECTION POINT IS THE SPIRE. EA1736' EA1736'THE CHURCH IS CONSTRUCTED OF RED BRICK WITH A WHITE WOOD STEEPLE EA1736'AND BLACK SPIRE. EA1736 EA1736 STATION RECOVERY (1964) EA1736 EA1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1736'STATION RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION IS EA1736'ADEQUATE. EA1736 EA1736 STATION RECOVERY (1985) EA1736 EA1736'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1736'STATION FOUND GOOD. EA1736'VISITED SITE-VERIFIED EXISTENCE. EA1736 EA1736 STATION RECOVERY (1988) EA1736 EA1736'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1736'RECOVERED IN GOOD CONDITION. EA1736 EA1736 STATION RECOVERY (1996) EA1736 EA1736'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC) EA1736'RECOVERED AS DESCRIBED. EA1736 EA1736 STATION RECOVERY (2003) EA1736 EA1736'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1736'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2050 *********************************************************************** EA2050 DESIGNATION - HIBBS EA2050 PID - EA2050 EA2050 STATE/COUNTY- NC/CARTERET EA2050 USGS QUAD - NEWPORT (1994) EA2050 EA2050 *CURRENT SURVEY CONTROL EA2050 ___________________________________________________________________ EA2050* NAD 83(1986)- 34 46 30.55602(N) 076 51 42.66545(W) ADJUSTED EA2050* NAVD 88 - 8.39 (+/-2cm) 27.5 (feet) VERTCON EA2050 ___________________________________________________________________ EA2050 LAPLACE CORR- 0.16 (seconds) DEFLEC99 EA2050 GEOID HEIGHT- -37.46 (meters) GEOID99 EA2050 EA2050 HORZ ORDER - FIRST EA2050 VERT ORDER - THIRD ? (See Below) EA2050 EA2050.The North Carolina/South Carolina HARNS have been completed but, EA2050.due to contractual restrictions, coordinates for these stations EA2050.will NOT be published in the near future. In the interim, the EA2050.published coordinates in North and South Carolina will not be EA2050.consistent with the Continuously Operating Reference Stations EA2050.(CORS). The HARN coordinates for these stations are available EA2050.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2050.Lapine(803-896-7700). EA2050. EA2050.In addition, the published North and South Carolina positions EA2050.(NAD 83 (1986)) are NOT consistent with those determined in EA2050.adjacent state readjustments. The discontinuity between stations EA2050.located in North or South Carolina and those in adjacent states EA2050.which have been adjusted to the HARN may be as much as 5 EA2050.decimeters. This will result in a significant loss of accuracy EA2050.over lines crossing such state borders. EA2050 EA2050 EA2050.The horizontal coordinates were established by classical geodetic methods EA2050.and adjusted by the National Geodetic Survey in July 1986. EA2050 EA2050.The NAVD 88 height was computed by applying the VERTCON shift value to EA2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2050.The vertical order pertains to the superseded datum. EA2050 EA2050.The Laplace correction was computed from DEFLEC99 derived deflections. EA2050 EA2050.The geoid height was determined by GEOID99. EA2050 EA2050; North East Units Scale Converg. EA2050;SPC NC - 115,828.765 805,287.960 MT 0.99990696 +1 14 02.7 EA2050;UTM 18 - 3,849,688.169 329,628.972 MT 0.99995776 -1 03 43.8 EA2050 EA2050: Primary Azimuth Mark Grid Az EA2050:SPC NC - HIBBS AZ MK 210 28 38.6 EA2050:UTM 18 - HIBBS AZ MK 212 46 25.1 EA2050 EA2050|---------------------------------------------------------------------| EA2050| PID Reference Object Distance Geod. Az | EA2050| dddmmss.s | EA2050| EA3476 HIBBS RM 1 35.482 METERS 01504 | EA2050| EA2046 NEWPORT 135.773 METERS 05425 | EA2050| EA3475 HIBBS AZ MK 459.188 METERS 2114241.3 | EA2050| EA3477 HIBBS RM 2 30.282 METERS 29843 | EA2050| EA2138 HAVELOCK SLOCUM VILLAGE TANK APPROX.13.2 KM 3401119.0 | EA2050|---------------------------------------------------------------------| EA2050 EA2050 SUPERSEDED SURVEY CONTROL EA2050 EA2050 NAD 27 - 34 46 29.97649(N) 076 51 43.87975(W) AD( ) 1 EA2050 NGVD 29 - 8.71 (m) 28.6 (f) LEVELING 3 EA2050 EA2050.Superseded values are not recommended for survey control. EA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2050.See file dsdata.txt to determine how the superseded data were derived. EA2050 EA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2962949688(NAD 83) EA2050_MARKER: DS = TRIANGULATION STATION DISK EA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA2050+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002 EA2050 EA2050 HISTORY - Date Condition Report By EA2050 HISTORY - 1965 MONUMENTED CGS EA2050 HISTORY - 1968 GOOD CGS EA2050 HISTORY - 20020811 GOOD GEOCAC EA2050 EA2050 STATION DESCRIPTION EA2050 EA2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EA2050'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF NEWPORT, 0.05 EA2050'MILE WEST OF U.S. HIGHWAY 70 AND ON THE EAST-SOUTHEAST SIDE OF EA2050'COUNTY ROUTE 1141, ON PROPERTY OF THE CROATAN NATIONAL FOREST. EA2050' EA2050'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO SOUTH ON EA2050'HIGHWAY 70 FOR 1.15 MILES TO A SIDE ROAD RIGHT, COUNTY ROUTE EA2050'1140. TURN RIGHT AND GO WEST ON ROUTE 1140 FOR 0.05 MILE TO A SIDE EA2050'ROAD LEFT, COUNTY ROUTE 1141. TURN LEFT AND GO SOUTH-SOUTHWEST EA2050'ON ROUTE 1141 FOR 0.1 MILE TO THE STATION ON THE LEFT. EA2050' EA2050'STATION MARK IS A STANDARD DISK STAMPED HIBBS 1965, SET IN THE EA2050'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS EA2050'7 INCHES. IT IS 63 FEET SOUTHEAST OF THE CENTER OF ROUTE 1141, EA2050'16 FEET WEST-NORTHWEST OF AN 8-INCH PINE TREE AND 6.3 FEET EA2050'NORTHEAST OF A WITNESS POST. THE UNDERGROUND DISK IS SET IN AN EA2050'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE SURFACE OF EA2050'THE GROUND. EA2050' EA2050'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HIBBS NO 1 1965, EA2050'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT EA2050'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 38 FEET EAST-SOUTHEAST EA2050'OF THE CENTER OF ROUTE 1141 AND 4 FEET WEST OF A POWER POLE. EA2050' EA2050'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HIBBS NO 2 1965, EA2050'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT EA2050'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 36 FEET NORTH-NORTHEAST EA2050'OF A POWER POLE AND 25 FEET NORTHWEST OF THE CENTER OF ROUTE 1141. EA2050' EA2050'AZIMUTH MARK IS A STANDARD DISK STAMPED HIBBS 1965, SET IN THE EA2050'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS EA2050'6 INCHES ABOVE THE GROUND. IT IS 42.6 FEET WEST-NORTHWEST OF THE EA2050'CENTER OF ROUTE 1141. 3.7 FEET NORTH-NORTHEAST OF A POWER POLE EA2050'AND 2.5 FEET EAST-SOUTHEAST OF A WITNESS POST. EA2050' EA2050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ON EA2050'COUNTY ROUTE 1141 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT. EA2050' EA2050'NOTE--A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION EA2050'STATION NEWPORT 1931, DISTANCE SHOWN ABOVE. EA2050' EA2050'HEIGHT OF LIGHT ABOVE STATION MARK 34.26 METERS. EA2050 EA2050 STATION RECOVERY (1968) EA2050 EA2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CBM) EA2050'HIBBS 1965 GOOD. EA2050' EA2050'AZ. MARK GOOD. EA2050 EA2050 STATION RECOVERY (2002) EA2050 EA2050'RECOVERY NOTE BY GEOCACHING 2002 (DNS) EA2050'RECOVERED IN GOOD CONDITION WITH THE WITNESS POST INTACT. HOWEVER, EA2050'RECENT CONSTRUCTION IN THE AREA MAY HAVE CAUSED THE MARK TO HAVE BEEN EA2050'MOVED OR TURNED. MARK IS IN CONCRETE POST FLUSH WITH THE GROUND. EA2050'UPDATED COORDINATES PLACE THE MARK AT 34 46.528N AND 076 51.704W 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3475 *********************************************************************** EA3475 DESIGNATION - HIBBS AZ MK EA3475 PID - EA3475 EA3475 STATE/COUNTY- NC/CARTERET EA3475 USGS QUAD - NEWPORT (1994) EA3475 EA3475 *CURRENT SURVEY CONTROL EA3475 ___________________________________________________________________ EA3475* NAD 83(1986)- 34 46 17.87946(N) 076 51 52.15765(W) ADJUSTED EA3475* NAVD 88 - 9.6 (meters) 31. (feet) GPS OBS EA3475 ___________________________________________________________________ EA3475 LAPLACE CORR- 0.04 (seconds) DEFLEC99 EA3475 GEOID HEIGHT- -37.46 (meters) GEOID99 EA3475 EA3475 HORZ ORDER - FIRST EA3475 EA3475.The North Carolina/South Carolina HARNS have been completed but, EA3475.due to contractual restrictions, coordinates for these stations EA3475.will NOT be published in the near future. In the interim, the EA3475.published coordinates in North and South Carolina will not be EA3475.consistent with the Continuously Operating Reference Stations EA3475.(CORS). The HARN coordinates for these stations are available EA3475.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3475.Lapine(803-896-7700). EA3475. EA3475.In addition, the published North and South Carolina positions EA3475.(NAD 83 (1986)) are NOT consistent with those determined in EA3475.adjacent state readjustments. The discontinuity between stations EA3475.located in North or South Carolina and those in adjacent states EA3475.which have been adjusted to the HARN may be as much as 5 EA3475.decimeters. This will result in a significant loss of accuracy EA3475.over lines crossing such state borders. EA3475 EA3475 EA3475.The horizontal coordinates were established by GPS observations EA3475.and adjusted by the National Geodetic Survey in March 1997. EA3475 EA3475.The orthometric height was determined by GPS observations and a EA3475.high-resolution geoid model. EA3475 EA3475.The Laplace correction was computed from DEFLEC99 derived deflections. EA3475 EA3475.The geoid height was determined by GEOID99. EA3475 EA3475; North East Units Scale Converg. EA3475;SPC NC - 115,433.060 805,055.082 MT 0.99990747 +1 13 57.2 EA3475;UTM 18 - 3,849,302.093 329,380.414 MT 0.99995881 -1 03 48.9 EA3475 EA3475 SUPERSEDED SURVEY CONTROL EA3475 EA3475.No superseded survey control is available for this station. EA3475 EA3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2938049302(NAD 83) EA3475_MARKER: DZ = AZIMUTH MARK DISK EA3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3475_STAMPING: HIBBS 1965 EA3475_MARK LOGO: NGS EA3475_MAGNETIC: O = OTHER; SEE DESCRIPTION EA3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3475+STABILITY: SURFACE MOTION EA3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA3475+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002 EA3475 EA3475 HISTORY - Date Condition Report By EA3475 HISTORY - 1965 MONUMENTED CGS EA3475 HISTORY - 19920527 GOOD NCGS EA3475 HISTORY - 20020811 GOOD GEOCAC EA3475 EA3475 STATION DESCRIPTION EA3475 EA3475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3475'RECOVERED AS DESCRIBED. WITNESS POST HAS ROTTED AWAY. SOME OF THE TOP EA3475'OF THE MARK BROKEN BY MOWER BUT DISK APPEARS STABLE. LOCATED 41.5 FT EA3475'(12.6 M) NORTHWEST OF SR 1141--AND 110.9 FT (33.8 M) SOUTH-SOUTHWEST EA3475'OF A POWER POLE, 57.1 FT (17.4 M) SOUTHEAST OF A 16-INCH PINE--BOTH EA3475'WITH REFERENCE TAGS. EA3475 EA3475 STATION RECOVERY (2002) EA3475 EA3475'RECOVERY NOTE BY GEOCACHING 2002 (DNS) EA3475'MARK RECOVERED IN GOOD CONDITION HOWEVER, WITNESS POST HAS EITHER EA3475'ROTTED OR BEEN DAMAGED BY MOWERS AND IS LAYING BESIDE MARK. LOCATED ON EA3475'SR 1141 NEAR INTERSECTION WITH HWY 70. MARK IS MOUNTED IN ROUGHLY EA3475'POURED CONCRETE POST FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7461 *********************************************************************** AC7461 DESIGNATION - HOLIDAY AC7461 PID - AC7461 AC7461 STATE/COUNTY- NC/CARTERET AC7461 USGS QUAD - MANSFIELD (1994) AC7461 AC7461 *CURRENT SURVEY CONTROL AC7461 ___________________________________________________________________ AC7461* NAD 83(1986)- 34 41 52.03691(N) 076 47 03.23152(W) ADJUSTED AC7461* NAVD 88 - 4.128 (meters) 13.54 (feet) ADJUSTED AC7461 ___________________________________________________________________ AC7461 LAPLACE CORR- -0.53 (seconds) DEFLEC99 AC7461 GEOID HEIGHT- -37.42 (meters) GEOID99 AC7461 DYNAMIC HT - 4.124 (meters) 13.53 (feet) COMP AC7461 MODELED GRAV- 979,704.6 (mgal) NAVD 88 AC7461 AC7461 HORZ ORDER - FIRST AC7461 VERT ORDER - SECOND CLASS II AC7461 AC7461.The North Carolina/South Carolina HARNS have been completed but, AC7461.due to contractual restrictions, coordinates for these stations AC7461.will NOT be published in the near future. In the interim, the AC7461.published coordinates in North and South Carolina will not be AC7461.consistent with the Continuously Operating Reference Stations AC7461.(CORS). The HARN coordinates for these stations are available AC7461.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7461.Lapine(803-896-7700). AC7461. AC7461.In addition, the published North and South Carolina positions AC7461.(NAD 83 (1986)) are NOT consistent with those determined in AC7461.adjacent state readjustments. The discontinuity between stations AC7461.located in North or South Carolina and those in adjacent states AC7461.which have been adjusted to the HARN may be as much as 5 AC7461.decimeters. This will result in a significant loss of accuracy AC7461.over lines crossing such state borders. AC7461 AC7461 AC7461.The horizontal coordinates were established by GPS observations AC7461.and adjusted by the National Geodetic Survey in March 1997. AC7461 AC7461.The orthometric height was determined by differential leveling AC7461.and adjusted by the National Geodetic Survey in May 1997. AC7461 AC7461.The Laplace correction was computed from DEFLEC99 derived deflections. AC7461 AC7461.The geoid height was determined by GEOID99. AC7461 AC7461.The dynamic height is computed by dividing the NAVD 88 AC7461.geopotential number by the normal gravity value computed on the AC7461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7461.degrees latitude (g = 980.6199 gals.). AC7461 AC7461.The modeled gravity was interpolated from observed gravity values. AC7461 AC7461; North East Units Scale Converg. AC7461;SPC NC - 107,404.735 812,582.294 MT 0.99991901 +1 16 44.0 AC7461;UTM 18 - 3,840,978.471 336,580.254 MT 0.99992917 -1 00 57.2 AC7461 AC7461 SUPERSEDED SURVEY CONTROL AC7461 AC7461.No superseded survey control is available for this station. AC7461 AC7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3658040978(NAD 83) AC7461_MARKER: DH = HORIZONTAL CONTROL DISK AC7461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7461_STAMPING: HOLIDAY 1992 AC7461_MARK LOGO: NCGS AC7461_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7461+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7461 AC7461 HISTORY - Date Condition Report By AC7461 HISTORY - 1992 MONUMENTED NCGS AC7461 HISTORY - 20030205 GOOD USPSQD AC7461 AC7461 STATION DESCRIPTION AC7461 AC7461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7461'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 (WEST FORT AC7461'MACON ROAD) FOR 1.35 MI (2.17 KM) WEST FROM THE POST OFFICE IN AC7461'ATLANTIC BEACH, IN THE SOUTH SHOULDER OF NC 58, ACROSS THE ROAD FROM AC7461'THE ENTRANCE TO COASTAL MOBILE HOME ESTATES, ABOUT 200 FEET (61.0 M) AC7461'EAST OF THE PINE KNOLL SHORES CITY LIMITS.$MARK IS RECESSED 3 INCHES AC7461'BELOW GROUND AND LEVEL WITH NC 58. LOCATED 32.7 FT (10.0 M) SOUTH OF AC7461'THE CENTERLINE OF NC 58 TURNING LANE, 18.5 FT (5.6 M) EAST OF THE AC7461'CENTERLINE OF EAST ENTRANCE TO HOTEL, 46.9 FT (14.3 M) SOUTHEAST OF A AC7461'CTT MANHOLE COVER, 14.0 FT (4.3 M) NORTHWEST OF TELEPHONE PEDESTAL 58R AC7461'103SX--AND 35.5 FT (10.8 M) WEST OF A POWER POLE, 89.6 FT (27.3 M) AC7461'EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. AC7461 AC7461 STATION RECOVERY (2003) AC7461 AC7461'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7461'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1858 *********************************************************************** EA1858 DESIGNATION - HOWARD NCGS 1968 EA1858 PID - EA1858 EA1858 STATE/COUNTY- NC/CARTERET EA1858 USGS QUAD - BEAUFORT (1987) EA1858 EA1858 *CURRENT SURVEY CONTROL EA1858 ___________________________________________________________________ EA1858* NAD 83(1986)- 34 43 19.20168(N) 076 43 15.47876(W) ADJUSTED EA1858* NAVD 88 - 3.8 (meters) 12. (feet) VERTCON EA1858 ___________________________________________________________________ EA1858 LAPLACE CORR- -0.47 (seconds) DEFLEC99 EA1858 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1858 EA1858 HORZ ORDER - SECOND EA1858 EA1858.The North Carolina/South Carolina HARNS have been completed but, EA1858.due to contractual restrictions, coordinates for these stations EA1858.will NOT be published in the near future. In the interim, the EA1858.published coordinates in North and South Carolina will not be EA1858.consistent with the Continuously Operating Reference Stations EA1858.(CORS). The HARN coordinates for these stations are available EA1858.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1858.Lapine(803-896-7700). EA1858. EA1858.In addition, the published North and South Carolina positions EA1858.(NAD 83 (1986)) are NOT consistent with those determined in EA1858.adjacent state readjustments. The discontinuity between stations EA1858.located in North or South Carolina and those in adjacent states EA1858.which have been adjusted to the HARN may be as much as 5 EA1858.decimeters. This will result in a significant loss of accuracy EA1858.over lines crossing such state borders. EA1858 EA1858 EA1858.The horizontal coordinates were established by classical geodetic methods EA1858.and adjusted by the National Geodetic Survey in July 1986. EA1858 EA1858.The NAVD 88 height was computed by applying the VERTCON shift value to EA1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1858 EA1858.The Laplace correction was computed from DEFLEC99 derived deflections. EA1858 EA1858.The geoid height was determined by GEOID99. EA1858 EA1858; North East Units Scale Converg. EA1858;SPC NC - 110,221.024 818,315.152 MT 0.99991505 +1 18 55.4 EA1858;UTM 18 - 3,843,562.900 342,421.309 MT 0.99990606 -0 58 49.6 EA1858 EA1858: Primary Azimuth Mark Grid Az EA1858:SPC NC - EDWIN NCGS 1968 273 48 13.5 EA1858:UTM 18 - EDWIN NCGS 1968 276 05 58.5 EA1858 EA1858|---------------------------------------------------------------------| EA1858| PID Reference Object Distance Geod. Az | EA1858| dddmmss.s | EA1858| EA1840 EDWIN NCGS 1968 APPROX. 0.8 KM 2750708.9 | EA1858|---------------------------------------------------------------------| EA1858 EA1858 SUPERSEDED SURVEY CONTROL EA1858 EA1858 NAD 27 - 34 43 18.62172(N) 076 43 16.72229(W) AD( ) 2 EA1858 NGVD 29 - 4.1 (m) 13. (f) VERT ANG EA1858 EA1858.Superseded values are not recommended for survey control. EA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1858.See file dsdata.txt to determine how the superseded data were derived. EA1858 EA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4242143563(NAD 83) EA1858_MARKER: DE = TRAVERSE STATION DISK EA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1858+STABILITY: SURFACE MOTION EA1858 EA1858 HISTORY - Date Condition Report By EA1858 HISTORY - 1968 MONUMENTED NCGS EA1858 HISTORY - 20030202 POOR USPSQD EA1858 EA1858 STATION DESCRIPTION EA1858 EA1858'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1858'HOWARD IS A N. C GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1858'VICINITY OF HAVELOCK, NORTH CAROLINA. EA1858' EA1858'HOWARD IS LOCATED APPROXIMATELY 0.3 MILE WEST OF THE CENTER OF EA1858'MOREHEAD CITY. TO REACH STATION PROCEED FROM THE POST OFFICE IN EA1858'MOREHEAD CITY, GO WEST ON U.S. 70 (ARENDELL ST.) FOR 0.45 MILE TO EA1858'STATION. WHICH IS ON THE SOUTH SIDE OF W BOUND LANE BETWEEN EA1858'STREET AND RAILROAD TRACKS, IN FRONT OF MOREHEAD THEATER AND IN EA1858'LINE WITH THE POST FOR THEATER SIGN. EA1858' EA1858'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1858'HOWARD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1858'IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA1858' EA1858'MARK IS-- EA1858' EA1858'14.8 FT S OF C/L U.S. 70 W. BOUND LANE. EA1858' EA1858'4.2 FT N OF N RAIL OF RR TRACKS. EA1858' EA1858'50.2 FT SW OF PP 12 WITH ALUMINUM REF. TAG ON N SIDE OF U.S. 70 W EA1858'BOUND LANE. EA1858' EA1858'51.2 FT ENE OF E END OF WOOD RAIL PROTECTOR AT E SIDE OF 14TH ST., EA1858'AND WITH ALUMINUM REF. TAG. EA1858' EA1858'42.1 FT E OF MANHOLE COVER ON S SIDE OF U.S. 70 W BOUND LANE. EA1858 EA1858 STATION RECOVERY (2003) EA1858 EA1858'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1858'CONCRETE CYLINDER ON WHICH MARK IS LOCATED HAS BEEN KNOCKED OVER ON EA1858'ITS SIDE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7476 *********************************************************************** AC7476 DESIGNATION - HUBBARD AC7476 PID - AC7476 AC7476 STATE/COUNTY- NC/CARTERET AC7476 USGS QUAD - SWANSBORO (1994) AC7476 AC7476 *CURRENT SURVEY CONTROL AC7476 ___________________________________________________________________ AC7476* NAD 83(1986)- 34 39 13.21981(N) 077 03 54.04087(W) ADJUSTED AC7476* NAVD 88 - 4.573 (meters) 15.00 (feet) ADJUSTED AC7476 ___________________________________________________________________ AC7476 LAPLACE CORR- -1.07 (seconds) DEFLEC99 AC7476 GEOID HEIGHT- -37.11 (meters) GEOID99 AC7476 DYNAMIC HT - 4.569 (meters) 14.99 (feet) COMP AC7476 MODELED GRAV- 979,714.7 (mgal) NAVD 88 AC7476 AC7476 HORZ ORDER - FIRST AC7476 VERT ORDER - SECOND CLASS II AC7476 AC7476.The North Carolina/South Carolina HARNS have been completed but, AC7476.due to contractual restrictions, coordinates for these stations AC7476.will NOT be published in the near future. In the interim, the AC7476.published coordinates in North and South Carolina will not be AC7476.consistent with the Continuously Operating Reference Stations AC7476.(CORS). The HARN coordinates for these stations are available AC7476.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7476.Lapine(803-896-7700). AC7476. AC7476.In addition, the published North and South Carolina positions AC7476.(NAD 83 (1986)) are NOT consistent with those determined in AC7476.adjacent state readjustments. The discontinuity between stations AC7476.located in North or South Carolina and those in adjacent states AC7476.which have been adjusted to the HARN may be as much as 5 AC7476.decimeters. This will result in a significant loss of accuracy AC7476.over lines crossing such state borders. AC7476 AC7476 AC7476.The horizontal coordinates were established by GPS observations AC7476.and adjusted by the National Geodetic Survey in March 1997. AC7476 AC7476.The orthometric height was determined by differential leveling AC7476.and adjusted by the National Geodetic Survey in May 1997. AC7476 AC7476.The Laplace correction was computed from DEFLEC99 derived deflections. AC7476 AC7476.The geoid height was determined by GEOID99. AC7476 AC7476.The dynamic height is computed by dividing the NAVD 88 AC7476.geopotential number by the normal gravity value computed on the AC7476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7476.degrees latitude (g = 980.6199 gals.). AC7476 AC7476.The modeled gravity was interpolated from observed gravity values. AC7476 AC7476; North East Units Scale Converg. AC7476;SPC NC - 101,974.315 786,959.579 MT 0.99992669 +1 07 00.5 AC7476;UTM 18 - 3,836,577.330 310,759.200 MT 1.00004142 -1 10 28.4 AC7476 AC7476 SUPERSEDED SURVEY CONTROL AC7476 AC7476.No superseded survey control is available for this station. AC7476 AC7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1075936577(NAD 83) AC7476_MARKER: DH = HORIZONTAL CONTROL DISK AC7476_SETTING: 31 = SET IN CONCRETE DRIVEWAY AC7476_STAMPING: HUBBARD 1992 AC7476_MARK LOGO: NCGS AC7476_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7476+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7476 AC7476 HISTORY - Date Condition Report By AC7476 HISTORY - 1992 MONUMENTED NCGS AC7476 HISTORY - 20030205 GOOD USPSQD AC7476 AC7476 STATION DESCRIPTION AC7476 AC7476'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7476'STATION IS LOCATED IN WESTERN EMERALD ISLE.$PROCEED ALONG NC 58 AC7476'(EMERALD DRIVE) FOR 1.6 M (5.2 FT) WEST FROM THE POST OFFICE IN AC7476'EMERALD ISLE TO COAST GUARD ROAD, THENCE SOUTH-SOUTHWEST FOR 1.4 M AC7476'(4.6 FT) TO OCEAN OAKS DRIVE, THENCE SOUTH FOR 0.35 M (1.15 FT) TO AC7476'OCEAN DRIVE, THENCE EAST FOR 0.3 M (1.0 FT) TO STATION ON THE SOUTH AC7476'SIDE OF OCEAN DRIVE IN THE EAST CONCRETE DRIVEWAY TO HOUSE NUMBER AC7476'9323.$MARK IS FLUSH WITH GROUND AND LEVEL WITH OCEAN DRIVE. LOCATED AC7476'20.4 FT (6.2 M) SOUTH OF THE CENTERLINE OF OCEAN DRIVE, 1.1 FT (0.3 M) AC7476'WEST OF THE EAST EDGE OF THE CONCRETE DRIVEWAY, 135.5 FT (41.3 M) AC7476'WEST-SOUTHWEST OF THE INTERSECTION OF OCEAN DRIVE AND SAND CASTLE AC7476'DRIVE, AND 4.0 FT (1.2 M) WEST OF THE CENTER OF TWO WATER METERS. AC7476 AC7476 STATION RECOVERY (2003) AC7476 AC7476'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7476'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3916 *********************************************************************** EA3916 DESIGNATION - JANET GPS EA3916 PID - EA3916 EA3916 STATE/COUNTY- NC/CARTERET EA3916 USGS QUAD - SALTER PATH (1994) EA3916 EA3916 *CURRENT SURVEY CONTROL EA3916 ___________________________________________________________________ EA3916* NAD 83(1986)- 34 41 21.75852(N) 076 53 11.87361(W) ADJUSTED EA3916* NAVD 88 - 0.813 (meters) 2.67 (feet) ADJUSTED EA3916 ___________________________________________________________________ EA3916 LAPLACE CORR- -1.37 (seconds) DEFLEC99 EA3916 GEOID HEIGHT- -37.36 (meters) GEOID99 EA3916 DYNAMIC HT - 0.812 (meters) 2.66 (feet) COMP EA3916 MODELED GRAV- 979,700.8 (mgal) NAVD 88 EA3916 EA3916 HORZ ORDER - FIRST EA3916 VERT ORDER - SECOND CLASS II EA3916 EA3916.The North Carolina/South Carolina HARNS have been completed but, EA3916.due to contractual restrictions, coordinates for these stations EA3916.will NOT be published in the near future. In the interim, the EA3916.published coordinates in North and South Carolina will not be EA3916.consistent with the Continuously Operating Reference Stations EA3916.(CORS). The HARN coordinates for these stations are available EA3916.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3916.Lapine(803-896-7700). EA3916. EA3916.In addition, the published North and South Carolina positions EA3916.(NAD 83 (1986)) are NOT consistent with those determined in EA3916.adjacent state readjustments. The discontinuity between stations EA3916.located in North or South Carolina and those in adjacent states EA3916.which have been adjusted to the HARN may be as much as 5 EA3916.decimeters. This will result in a significant loss of accuracy EA3916.over lines crossing such state borders. EA3916 EA3916 EA3916.The horizontal coordinates were established by GPS observations EA3916.and adjusted by the National Geodetic Survey in March 1997. EA3916 EA3916.The orthometric height was determined by differential leveling EA3916.and adjusted by the National Geodetic Survey in May 1997. EA3916 EA3916.The Laplace correction was computed from DEFLEC99 derived deflections. EA3916 EA3916.The geoid height was determined by GEOID99. EA3916 EA3916.The dynamic height is computed by dividing the NAVD 88 EA3916.geopotential number by the normal gravity value computed on the EA3916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3916.degrees latitude (g = 980.6199 gals.). EA3916 EA3916.The modeled gravity was interpolated from observed gravity values. EA3916 EA3916; North East Units Scale Converg. EA3916;SPC NC - 106,267.440 803,222.944 MT 0.99992043 +1 13 11.2 EA3916;UTM 18 - 3,840,216.739 327,182.609 MT 0.99996812 -1 04 26.4 EA3916 EA3916: Primary Azimuth Mark Grid Az EA3916:SPC NC - FIRE 229 51 34.4 EA3916:UTM 18 - FIRE 232 09 12.0 EA3916 EA3916|---------------------------------------------------------------------| EA3916| PID Reference Object Distance Geod. Az | EA3916| dddmmss.s | EA3916| AC7467 FIRE 409.665 METERS 2310445.6 | EA3916|---------------------------------------------------------------------| EA3916 EA3916 SUPERSEDED SURVEY CONTROL EA3916 EA3916 NAD 83(1986)- 34 41 21.75537(N) 076 53 11.87085(W) AD( ) 2 EA3916 NGVD 29 - 1.4 (m) 5. (f) GPS OBS EA3916 EA3916.Superseded values are not recommended for survey control. EA3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3916.See file dsdata.txt to determine how the superseded data were derived. EA3916 EA3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2718340217(NAD 83) EA3916_MARKER: DD = SURVEY DISK EA3916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL EA3916+WITH SETTING: INFORMATION. EA3916_STAMPING: JANET GPS 1991 EA3916_MARK LOGO: NOS EA3916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EA3916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3916+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 EA3916 EA3916 HISTORY - Date Condition Report By EA3916 HISTORY - 1991 MONUMENTED NOS EA3916 HISTORY - 19920924 GOOD NCGS EA3916 HISTORY - 20030205 GOOD USPSQD EA3916 EA3916 STATION DESCRIPTION EA3916 EA3916'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 EA3916'STATION IS LOCATED IN THE TOWN OF SALTER PATH ON BOGUE BANKS. EA3916'TO EA3916'REACH FROM THE SALTER PATH FIRE AND RESCUE STATION, GO EAST ON NC HWY EA3916'58 FOR 0.25 MI (0.40 KM) TO UNITED METHODIST CHURCH ON LEFT. TURN EA3916'LEFT ON SR1193, AND GO NORTH 0.05 MI (0.08 KM) TO PARKING LOT FOR CRAB EA3916'SHACK RESTAURANT, AND STATION SITE. EA3916'STATION IS MARKED BY A STANDARD EA3916'NOS ALUMINUM DISK STAMPED JANET GPS 1991 ATTACHED TO A 42 INCH EA3916'ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND, AND IS SURROUNDED BY A EA3916'ROUND CONCRETE MONUMENT. IT IS 20.25 M (66.44 FT) NORTHEAST OF A EA3916'GREEN FIRE HYDRANT, 12.5 M (41.01 FT) SOUTH OF A UTILITY POLE WITH TWO EA3916'TRANSFORMERS, 9.5 M (31.17 FT) NORTH OF ANOTHER UTILITY POLE, AND 4.7 EA3916'M (15.42 FT) EAST OF CENTERLINE OF SR1193. EA3916'DESCRIBED BY PBW EA3916 EA3916 STATION RECOVERY (1992) EA3916 EA3916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3916'RECOVERED AS DESCRIBED. THE FIRE HYDRANT IS NO LONGER GREEN. MARK IS EA3916'LEVEL WITH SR-1193 AND LOCATED ABOUT 245 FEET (74.7 M) NORTH OF NCGS EA3916'STATION--METHODIST--. THE POWER POLES NOW HAVE REFERENCE TAGS. EA3916 EA3916 STATION RECOVERY (2003) EA3916 EA3916'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA3916'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0113 *********************************************************************** EA0113 TIDAL BM - This is a Tidal Bench Mark. EA0113 DESIGNATION - K 103 EA0113 PID - EA0113 EA0113 STATE/COUNTY- NC/CARTERET EA0113 USGS QUAD - BEAUFORT (1987) EA0113 EA0113 *CURRENT SURVEY CONTROL EA0113 ___________________________________________________________________ EA0113* NAD 83(1986)- 34 43 18. (N) 076 42 42. (W) SCALED EA0113* NAVD 88 - 3.665 (meters) 12.02 (feet) ADJUSTED EA0113 ___________________________________________________________________ EA0113 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0113 DYNAMIC HT - 3.661 (meters) 12.01 (feet) COMP EA0113 MODELED GRAV- 979,710.8 (mgal) NAVD 88 EA0113 EA0113 VERT ORDER - FIRST CLASS I EA0113 EA0113.The horizontal coordinates were scaled from a topographic map and have EA0113.an estimated accuracy of +/- 6 seconds. EA0113 EA0113.The orthometric height was determined by differential leveling EA0113.and adjusted by the National Geodetic Survey in June 1991. EA0113 EA0113.This Tidal Bench Mark is designated as VM 13336 EA0113.by the Center for Operational Oceanographic Products and Services. EA0113 EA0113.The geoid height was determined by GEOID99. EA0113 EA0113.The dynamic height is computed by dividing the NAVD 88 EA0113.geopotential number by the normal gravity value computed on the EA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0113.degrees latitude (g = 980.6199 gals.). EA0113 EA0113.The modeled gravity was interpolated from observed gravity values. EA0113 EA0113; North East Units Estimated Accuracy EA0113;SPC NC - 110,200. 819,170. MT (+/- 180 meters Scaled) EA0113 EA0113 SUPERSEDED SURVEY CONTROL EA0113 EA0113 NGVD 29 - 3.958 (m) 12.99 (f) ADJ UNCH 1 1 EA0113 EA0113.Superseded values are not recommended for survey control. EA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0113.See file dsdata.txt to determine how the superseded data were derived. EA0113 EA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432435(NAD 83) EA0113_MARKER: DB = BENCH MARK DISK EA0113_SETTING: 36 = BUILDING EA0113_STAMPING: K 103 1960 EA0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0113+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA0113 EA0113 HISTORY - Date Condition Report By EA0113 HISTORY - 1960 MONUMENTED CGS EA0113 HISTORY - 1963 GOOD NGS EA0113 HISTORY - 1984 GOOD USPSQD EA0113 HISTORY - 1987 GOOD USPSQD EA0113 HISTORY - 19890813 GOOD USPSQD EA0113 HISTORY - 19960513 GOOD USPSQD EA0113 HISTORY - 20030202 GOOD USPSQD EA0113 EA0113 STATION DESCRIPTION EA0113 EA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0113'AT MOREHEAD CITY. EA0113'AT MOREHEAD CITY, ALONG ARENDELL STREET, BETWEEN 7TH. AND 8TH. EA0113'STREETS, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST EA0113'CORNER OF THE POST OFFICE, 4 1/2 FEET NORTH OF THE SOUTHEAST EA0113'CORNER, 31 FEET NORTH OF THE NORTH CURB LINE OF ARENDELL STREET, EA0113'AND 2 FEET ABOVE THE LEVEL OF THE GROUND AND STREET. EA0113 EA0113 STATION RECOVERY (1984) EA0113 EA0113'RECOVERY NOTE BY US POWER SQUADRON 1984 (MCB) EA0113'RECOVERED IN GOOD CONDITION. EA0113 EA0113 STATION RECOVERY (1987) EA0113 EA0113'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EA0113'RECOVERED IN GOOD CONDITION. EA0113 EA0113 STATION RECOVERY (1989) EA0113 EA0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0113'RECOVERED IN GOOD CONDITION. EA0113 EA0113 STATION RECOVERY (1996) EA0113 EA0113'RECOVERY NOTE BY US POWER SQUADRON 1996 EA0113'RECOVERED IN GOOD CONDITION. EA0113 EA0113 STATION RECOVERY (2003) EA0113 EA0113'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0113'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0008 *********************************************************************** EA0008 DESIGNATION - K 238 EA0008 PID - EA0008 EA0008 STATE/COUNTY- NC/CARTERET EA0008 USGS QUAD - DAVIS (1983) EA0008 EA0008 *CURRENT SURVEY CONTROL EA0008 ___________________________________________________________________ EA0008* NAD 83(1986)- 34 48 44. (N) 076 27 15. (W) SCALED EA0008* NAVD 88 - 0.671 (meters) 2.20 (feet) ADJUSTED EA0008 ___________________________________________________________________ EA0008 GEOID HEIGHT- -37.70 (meters) GEOID99 EA0008 DYNAMIC HT - 0.671 (meters) 2.20 (feet) COMP EA0008 MODELED GRAV- 979,720.4 (mgal) NAVD 88 EA0008 EA0008 VERT ORDER - SECOND CLASS II EA0008 EA0008.The horizontal coordinates were scaled from a topographic map and have EA0008.an estimated accuracy of +/- 6 seconds. EA0008 EA0008.The orthometric height was determined by differential leveling EA0008.and adjusted by the National Geodetic Survey in June 1991. EA0008 EA0008.The geoid height was determined by GEOID99. EA0008 EA0008.The dynamic height is computed by dividing the NAVD 88 EA0008.geopotential number by the normal gravity value computed on the EA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0008.degrees latitude (g = 980.6199 gals.). EA0008 EA0008.The modeled gravity was interpolated from observed gravity values. EA0008 EA0008; North East Units Estimated Accuracy EA0008;SPC NC - 120,820. 842,490. MT (+/- 180 meters Scaled) EA0008 EA0008 SUPERSEDED SURVEY CONTROL EA0008 EA0008 NGVD 29 - 0.974 (m) 3.20 (f) ADJ UNCH 2 2 EA0008 EA0008.Superseded values are not recommended for survey control. EA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0008.See file dsdata.txt to determine how the superseded data were derived. EA0008 EA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD669531(NAD 83) EA0008_MARKER: DB = BENCH MARK DISK EA0008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EA0008_STAMPING: K 238 1947 EA0008_MARK LOGO: CGS EA0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0008+STABILITY: SURFACE MOTION EA0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0008+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0008 EA0008 HISTORY - Date Condition Report By EA0008 HISTORY - 1947 MONUMENTED CGS EA0008 HISTORY - 1962 GOOD NGS EA0008 HISTORY - 1978 GOOD USE EA0008 HISTORY - 1982 GOOD NCGS EA0008 HISTORY - 20030203 GOOD USPSQD EA0008 EA0008 STATION DESCRIPTION EA0008 EA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0008'1 MI N FROM DAVIS. EA0008'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 70 FROM THE CENTER OF EA0008'A SHARP CURVE IN THE HIGHWAY IN THE CENTER OF THE VILLAGE OF EA0008'DAVIS, ON TOP AND IN THE CENTER OF THE EAST CONCRETE HEAD WALL EA0008'OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 20.5 FEET EAST OF EA0008'THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE CENTER EA0008'LINE OF A DRIVEWAY, 4.2 FEET NORTH OF A WITNESS POST AND 2 FEET EA0008'BELOW THE LEVEL OF THE HIGHWAY. EA0008 EA0008 STATION RECOVERY (1978) EA0008 EA0008'RECOVERY NOTE BY US ENGINEERS 1978 EA0008'RECOVERED IN GOOD CONDITION. EA0008 EA0008 STATION RECOVERY (1982) EA0008 EA0008'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0008'RECOVERED IN GOOD CONDITION. EA0008'THE DESCRIPTION IS ADEQUATE EXCEPT THE WITNESS POST NO LONGER EXISTS. EA0008'ADD 35.0 FEET NORTH OF THE POWER POLE WITH TRANSFORMER AND REFERENCE EA0008'TAG AND 78.0 FEET WEST OF SOUTHWEST CORNER OF BRICK RESIDENCE (NOT EA0008'CARPORT). EA0008 EA0008 STATION RECOVERY (2003) EA0008 EA0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0008'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7470 *********************************************************************** AC7470 DESIGNATION - KELLY AC7470 PID - AC7470 AC7470 STATE/COUNTY- NC/CARTERET AC7470 USGS QUAD - SALTER PATH (1994) AC7470 AC7470 *CURRENT SURVEY CONTROL AC7470 ___________________________________________________________________ AC7470* NAD 83(1986)- 34 40 23.02927(N) 076 58 58.32494(W) ADJUSTED AC7470* NAVD 88 - 7.790 (meters) 25.56 (feet) ADJUSTED AC7470 ___________________________________________________________________ AC7470 LAPLACE CORR- -2.36 (seconds) DEFLEC99 AC7470 GEOID HEIGHT- -37.23 (meters) GEOID99 AC7470 DYNAMIC HT - 7.783 (meters) 25.53 (feet) COMP AC7470 MODELED GRAV- 979,705.0 (mgal) NAVD 88 AC7470 AC7470 HORZ ORDER - FIRST AC7470 VERT ORDER - SECOND CLASS II AC7470 AC7470.The North Carolina/South Carolina HARNS have been completed but, AC7470.due to contractual restrictions, coordinates for these stations AC7470.will NOT be published in the near future. In the interim, the AC7470.published coordinates in North and South Carolina will not be AC7470.consistent with the Continuously Operating Reference Stations AC7470.(CORS). The HARN coordinates for these stations are available AC7470.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7470.Lapine(803-896-7700). AC7470. AC7470.In addition, the published North and South Carolina positions AC7470.(NAD 83 (1986)) are NOT consistent with those determined in AC7470.adjacent state readjustments. The discontinuity between stations AC7470.located in North or South Carolina and those in adjacent states AC7470.which have been adjusted to the HARN may be as much as 5 AC7470.decimeters. This will result in a significant loss of accuracy AC7470.over lines crossing such state borders. AC7470 AC7470 AC7470.The horizontal coordinates were established by GPS observations AC7470.and adjusted by the National Geodetic Survey in March 1997. AC7470 AC7470.The orthometric height was determined by differential leveling AC7470.and adjusted by the National Geodetic Survey in May 1997. AC7470 AC7470.The Laplace correction was computed from DEFLEC99 derived deflections. AC7470 AC7470.The geoid height was determined by GEOID99. AC7470 AC7470.The dynamic height is computed by dividing the NAVD 88 AC7470.geopotential number by the normal gravity value computed on the AC7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7470.degrees latitude (g = 980.6199 gals.). AC7470 AC7470.The modeled gravity was interpolated from observed gravity values. AC7470 AC7470; North East Units Scale Converg. AC7470;SPC NC - 104,274.770 794,444.000 MT 0.99992324 +1 09 51.2 AC7470;UTM 18 - 3,838,576.827 318,330.383 MT 1.00000680 -1 07 42.1 AC7470 AC7470 SUPERSEDED SURVEY CONTROL AC7470 AC7470.No superseded survey control is available for this station. AC7470 AC7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1833038577(NAD 83) AC7470_MARKER: DH = HORIZONTAL CONTROL DISK AC7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7470_STAMPING: KELLY 1992 AC7470_MARK LOGO: NCGS AC7470_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7470+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7470 AC7470 HISTORY - Date Condition Report By AC7470 HISTORY - 1992 MONUMENTED NCGS AC7470 HISTORY - 20030205 GOOD USPSQD AC7470 AC7470 STATION DESCRIPTION AC7470 AC7470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7470'STATION IS LOCATED IN EASTERN EMERALD ISLE.$ALONG NC 58 (EMERALD AC7470'DRIVE) FOR 3.0 MI (4.8 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE, AC7470'AT KELLY LANE, IN THE SOUTH SHOULDER OF NC 58.$MARK IS RECESSED 3 AC7470'INCHES BELOW GROUND AND IS LEVEL WITH NC 58. LOCATED 26.2 FT (8.0 M) AC7470'SOUTH OF THE CENTERLINE OF NC 58, 19.7 FT (6.0 M) WEST OF THE CENTER AC7470'OF A GRAVEL DRIVEWAY, 29.2 FT (8.9 M) NORTHWEST OF A CONCRETE POWER AC7470'POLE, 18.1 FT (5.5 M) SOUTHWEST OF A WATER VALVE--AND 101.5 FT (30.9 AC7470'M) SOUTHEAST OF A POWER POLE, 97.9 FT (29.8 M) SOUTH-SOUTHWEST OF AC7470'SECURITY LIGHT POLE--BOTH WITH REFERENCE TAGS. AC7470 AC7470 STATION RECOVERY (2003) AC7470 AC7470'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7470'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0117 *********************************************************************** EA0117 DESIGNATION - L 103 EA0117 PID - EA0117 EA0117 STATE/COUNTY- NC/CARTERET EA0117 USGS QUAD - BEAUFORT (1987) EA0117 EA0117 *CURRENT SURVEY CONTROL EA0117 ___________________________________________________________________ EA0117* NAD 83(1986)- 34 43 16. (N) 076 43 23. (W) SCALED EA0117* NAVD 88 - 2.639 (meters) 8.66 (feet) ADJUSTED EA0117 ___________________________________________________________________ EA0117 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0117 DYNAMIC HT - 2.637 (meters) 8.65 (feet) COMP EA0117 MODELED GRAV- 979,709.7 (mgal) NAVD 88 EA0117 EA0117 VERT ORDER - FIRST CLASS I EA0117 EA0117.The horizontal coordinates were scaled from a topographic map and have EA0117.an estimated accuracy of +/- 6 seconds. EA0117 EA0117.The orthometric height was determined by differential leveling EA0117.and adjusted by the National Geodetic Survey in June 1991. EA0117 EA0117.The geoid height was determined by GEOID99. EA0117 EA0117.The dynamic height is computed by dividing the NAVD 88 EA0117.geopotential number by the normal gravity value computed on the EA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0117.degrees latitude (g = 980.6199 gals.). EA0117 EA0117.The modeled gravity was interpolated from observed gravity values. EA0117 EA0117; North East Units Estimated Accuracy EA0117;SPC NC - 110,120. 818,130. MT (+/- 180 meters Scaled) EA0117 EA0117 SUPERSEDED SURVEY CONTROL EA0117 EA0117 NGVD 29 - 2.932 (m) 9.62 (f) ADJ UNCH 1 1 EA0117 EA0117.Superseded values are not recommended for survey control. EA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0117.See file dsdata.txt to determine how the superseded data were derived. EA0117 EA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD422434(NAD 83) EA0117_MARKER: DB = BENCH MARK DISK EA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0117_STAMPING: L 103 1960 EA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0117+STABILITY: SURFACE MOTION EA0117 EA0117 HISTORY - Date Condition Report By EA0117 HISTORY - 1960 MONUMENTED CGS EA0117 HISTORY - 1963 GOOD NGS EA0117 HISTORY - 19890813 MARK NOT FOUND USPSQD EA0117 HISTORY - 20030202 MARK NOT FOUND USPSQD EA0117 EA0117 STATION DESCRIPTION EA0117 EA0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 EA0117'AT MOREHEAD CITY. EA0117'AT MOREHEAD CITY, ABOUT 0.6 MILE WEST ALONG EVANS STREET FROM EA0117'THE CITY HALL, AT THE INTERSECTION OF EVANS STREET AND 15TH. EA0117'STREET, AT THE NORTHEAST CORNER OF A STEEL FENCE AROUND THE EA0117'TENNIS COURT AT THE MOREHEAD CITY RECREATION CENTER, 84 1/2 EA0117'FEET SOUTH OF THE SOUTH CURB LINE OF EVANS STREET, 27 FEET EA0117'WEST OF THE CENTER LINE OF 15TH. STREET, 2 1/2 FEET SOUTH OF THE EA0117'FENCE CORNER, 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE, ABOUT EA0117'LEVEL WITH THE INTERSECTION, AND SET IN TOP OF A CONCRETE POST EA0117'PROJECTING 3 INCHES. EA0117 EA0117 STATION RECOVERY (1963) EA0117 EA0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EA0117'RECOVERED IN GOOD CONDITION. EA0117 EA0117 STATION RECOVERY (1989) EA0117 EA0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0117'MARK NOT FOUND. EA0117 EA0117 STATION RECOVERY (2003) EA0117 EA0117'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0117'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0241 *********************************************************************** EA0241 TIDAL BM - This is a Tidal Bench Mark. EA0241 DESIGNATION - L 108 EA0241 PID - EA0241 EA0241 STATE/COUNTY- NC/CARTERET EA0241 USGS QUAD - WILLISTON (1983) EA0241 EA0241 *CURRENT SURVEY CONTROL EA0241 ___________________________________________________________________ EA0241* NAD 83(1986)- 34 47 20. (N) 076 36 31. (W) SCALED EA0241* NAVD 88 - 2.839 (meters) 9.31 (feet) ADJUSTED EA0241 ___________________________________________________________________ EA0241 GEOID HEIGHT- -37.53 (meters) GEOID99 EA0241 DYNAMIC HT - 2.836 (meters) 9.30 (feet) COMP EA0241 MODELED GRAV- 979,718.8 (mgal) NAVD 88 EA0241 EA0241 VERT ORDER - SECOND CLASS 0 EA0241 EA0241.The horizontal coordinates were scaled from a topographic map and have EA0241.an estimated accuracy of +/- 6 seconds. EA0241 EA0241.The orthometric height was determined by differential leveling EA0241.and adjusted by the National Geodetic Survey in June 1991. EA0241 EA0241.This Tidal Bench Mark is designated as VM 14906 EA0241.by the Center for Operational Oceanographic Products and Services. EA0241 EA0241.The geoid height was determined by GEOID99. EA0241 EA0241.The dynamic height is computed by dividing the NAVD 88 EA0241.geopotential number by the normal gravity value computed on the EA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0241.degrees latitude (g = 980.6199 gals.). EA0241 EA0241.The modeled gravity was interpolated from observed gravity values. EA0241 EA0241; North East Units Estimated Accuracy EA0241;SPC NC - 117,880. 828,420. MT (+/- 180 meters Scaled) EA0241 EA0241 SUPERSEDED SURVEY CONTROL EA0241 EA0241 NGVD 29 - 3.130 (m) 10.27 (f) ADJ UNCH 2 0 EA0241 EA0241.Superseded values are not recommended for survey control. EA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0241.See file dsdata.txt to determine how the superseded data were derived. EA0241 EA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD528508(NAD 83) EA0241_MARKER: DB = BENCH MARK DISK EA0241_SETTING: 32 = WINGWALL EA0241_STAMPING: L 108 1962 EA0241_MARK LOGO: CGS EA0241_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0241+STABILITY: SURFACE MOTION EA0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0241+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0241 EA0241 HISTORY - Date Condition Report By EA0241 HISTORY - 1962 MONUMENTED CGS EA0241 HISTORY - 1982 GOOD NCGS EA0241 HISTORY - 1985 GOOD USPSQD EA0241 HISTORY - 1988 GOOD USPSQD EA0241 HISTORY - 19921116 GOOD NCGS EA0241 HISTORY - 20030203 GOOD USPSQD EA0241 EA0241 STATION DESCRIPTION EA0241 EA0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0241'6 MI NE FROM BEAUFORT. EA0241'ABOUT 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE BEAUFORT EA0241'HIGH SCHOOL AT BEAUFROT, SET ON THE TOP OF THE SOUTH END OF THE EA0241'EAST ABUTMENT OF THE LARGE NEW BRIDGE OVER NORTH RIVER, 18.6 EA0241'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT EA0241'ABOVE THE BRIDGE FLOOR. EA0241 EA0241 STATION RECOVERY (1982) EA0241 EA0241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0241'RECOVERED IN GOOD CONDITION. EA0241 EA0241 STATION RECOVERY (1985) EA0241 EA0241'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0241'RECOVERED IN GOOD CONDITION. EA0241 EA0241 STATION RECOVERY (1988) EA0241 EA0241'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA0241'RECOVERED IN GOOD CONDITION. EA0241 EA0241 STATION RECOVERY (1992) EA0241 EA0241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0241'RECOVERED AS DESCRIBED. EA0241 EA0241 STATION RECOVERY (2003) EA0241 EA0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0241'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0009 *********************************************************************** EA0009 DESIGNATION - L 238 EA0009 PID - EA0009 EA0009 STATE/COUNTY- NC/CARTERET EA0009 USGS QUAD - DAVIS (1983) EA0009 EA0009 *CURRENT SURVEY CONTROL EA0009 ___________________________________________________________________ EA0009* NAD 83(1986)- 34 49 25. (N) 076 26 35. (W) SCALED EA0009* NAVD 88 - 1.243 (meters) 4.08 (feet) POSTED EA0009 ___________________________________________________________________ EA0009 GEOID HEIGHT- -37.71 (meters) GEOID99 EA0009 DYNAMIC HT - 1.240 (meters) 4.07 (feet) COMP EA0009 MODELED GRAV- 979,720.7 (mgal) NAVD 88 EA0009 EA0009 VERT ORDER - * POSTED, Code B , SEE BELOW EA0009 EA0009.The horizontal coordinates were scaled from a topographic map and have EA0009.an estimated accuracy of +/- 6 seconds. EA0009 EA0009.The orthometric height was determined by differential leveling EA0009.and adjusted by the National Geodetic Survey in 1992. EA0009.* This is a POSTED BENCH MARK height. Code B indicates a distribution EA0009.rate of 1.1 thru 2.0 mm/km. EA0009 EA0009.The geoid height was determined by GEOID99. EA0009 EA0009.The dynamic height is computed by dividing the NAVD 88 EA0009.geopotential number by the normal gravity value computed on the EA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0009.degrees latitude (g = 980.6199 gals.). EA0009 EA0009.The modeled gravity was interpolated from observed gravity values. EA0009 EA0009; North East Units Estimated Accuracy EA0009;SPC NC - 122,110. 843,470. MT (+/- 180 meters Scaled) EA0009 EA0009 SUPERSEDED SURVEY CONTROL EA0009 EA0009 NGVD 29 - 1.545 (m) 5.07 (f) ADJ UNCH 3 0 EA0009 EA0009.Superseded values are not recommended for survey control. EA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0009.See file dsdata.txt to determine how the superseded data were derived. EA0009 EA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD680544(NAD 83) EA0009_MARKER: DB = BENCH MARK DISK EA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0009_STAMPING: L 238 1947 EA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0009+STABILITY: SURFACE MOTION EA0009 EA0009 HISTORY - Date Condition Report By EA0009 HISTORY - 1947 MONUMENTED CGS EA0009 HISTORY - 1962 MARK NOT FOUND NGS EA0009 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0009 EA0009 STATION DESCRIPTION EA0009 EA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0009'19.1 MI NE FROM BEAUFORT. EA0009'TO REACH FROM BEAUFORT, TRAVEL NORTHEAST 19.1 MILES VIA U.S. EA0009'ROUTE 70 TO MARK. B.M. IS 13.7 FEET EAST OF CENTERLINE OF U.S. EA0009'ROUTE 70, 3.4 FEET WEST OF 8 IN. BLAZED PINE TREE, 2.0 FEET EA0009'WEST OF WHITE REFERENCE POST. STANDARD USC AND GS B.M. SET IN EA0009'8 IN. CONCRETE MONUMENT. EA0009 EA0009 STATION RECOVERY (2003) EA0009 EA0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0009'NO PINE TREE WITH BLAZE. NO WHITE REFERENCE POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3917 *********************************************************************** EA3917 DESIGNATION - LEO GPS EA3917 PID - EA3917 EA3917 STATE/COUNTY- NC/CARTERET EA3917 USGS QUAD - ATLANTIC (1949) EA3917 EA3917 *CURRENT SURVEY CONTROL EA3917 ___________________________________________________________________ EA3917* NAD 83(1986)- 34 59 32.85371(N) 076 18 25.74804(W) ADJUSTED EA3917* NAVD 88 - 0.761 (meters) 2.50 (feet) POSTED EA3917 ___________________________________________________________________ EA3917 LAPLACE CORR- -1.18 (seconds) DEFLEC99 EA3917 GEOID HEIGHT- -37.79 (meters) GEOID99 EA3917 DYNAMIC HT - 0.760 (meters) 2.49 (feet) COMP EA3917 MODELED GRAV- 979,734.9 (mgal) NAVD 88 EA3917 EA3917 HORZ ORDER - FIRST EA3917 VERT ORDER - * POSTED, Code NC , SEE BELOW EA3917 EA3917.The North Carolina/South Carolina HARNS have been completed but, EA3917.due to contractual restrictions, coordinates for these stations EA3917.will NOT be published in the near future. In the interim, the EA3917.published coordinates in North and South Carolina will not be EA3917.consistent with the Continuously Operating Reference Stations EA3917.(CORS). The HARN coordinates for these stations are available EA3917.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3917.Lapine(803-896-7700). EA3917. EA3917.In addition, the published North and South Carolina positions EA3917.(NAD 83 (1986)) are NOT consistent with those determined in EA3917.adjacent state readjustments. The discontinuity between stations EA3917.located in North or South Carolina and those in adjacent states EA3917.which have been adjusted to the HARN may be as much as 5 EA3917.decimeters. This will result in a significant loss of accuracy EA3917.over lines crossing such state borders. EA3917 EA3917 EA3917.The horizontal coordinates were established by GPS observations EA3917.and adjusted by the National Geodetic Survey in March 1997. EA3917 EA3917.The orthometric height was determined by differential leveling EA3917.and adjusted by the National Geodetic Survey in April 2001. EA3917.No vertical observational check was made to the station. EA3917.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA3917.was located on a no-check spur therefore a value was not computed. EA3917 EA3917.The Laplace correction was computed from DEFLEC99 derived deflections. EA3917 EA3917.The geoid height was determined by GEOID99. EA3917 EA3917.The dynamic height is computed by dividing the NAVD 88 EA3917.geopotential number by the normal gravity value computed on the EA3917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3917.degrees latitude (g = 980.6199 gals.). EA3917 EA3917.The modeled gravity was interpolated from observed gravity values. EA3917 EA3917; North East Units Scale Converg. EA3917;SPC NC - 141,160.066 855,389.947 MT 0.99988277 +1 33 15.2 EA3917;UTM 18 - 3,872,987.291 380,705.682 MT 0.99977539 -0 44 58.9 EA3917 EA3917 SUPERSEDED SURVEY CONTROL EA3917 EA3917 NAD 83(1986)- 34 59 32.85296(N) 076 18 25.74490(W) AD( ) 2 EA3917 NGVD 29 - 0.9 (m) 3. (f) GPS OBS EA3917 EA3917.Superseded values are not recommended for survey control. EA3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3917.See file dsdata.txt to determine how the superseded data were derived. EA3917 EA3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD8070672987(NAD 83) EA3917_MARKER: A = ALUMINUM MARKER EA3917_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL EA3917+WITH SETTING: INFORMATION. EA3917_STAMPING: LEO GPS 1991 EA3917_MARK LOGO: NOS EA3917_MAGNETIC: O = OTHER; SEE DESCRIPTION EA3917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3917+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA3917 EA3917 HISTORY - Date Condition Report By EA3917 HISTORY - 1991 MONUMENTED NOS EA3917 HISTORY - 19920923 GOOD NCGS EA3917 HISTORY - 19980330 GOOD NCGS EA3917 HISTORY - 20030203 GOOD USPSQD EA3917 EA3917 STATION DESCRIPTION EA3917 EA3917'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 EA3917'STATION IS LOCATED ON CEDAR ISLAND IN THE TOWN OF ROE, AND ALONG THE EA3917'SOUTHWEST SHORE OF CEDAR ISLAND BAY. EA3917'TO REACH FROM THE POST OFFICE IN EA3917'ROE, GO SOUTH ON NC HWY 12 FOR 0.05 MI (0.08 KM) TO STREET LEFT. TURN EA3917'LEFT, AND GO EAST ON SR 1390 (LANDING ROAD)FOR 0.1 MI (0.16 KM) TO EA3917'DEAD END. PACK NORTH ABOUT 18 METERS TO STATION AS EA3917'DESCRIBED. EA3917'STATION IS MARKED BY A STANDARD NOS ALUMINUM DISK STAMPED EA3917'LEO GPS 1991 ATTACHED TO A 42 INCH ALUMINUM ROD THAT IS DRIVEN INTO EA3917'THE GROUND AND SURROUNDED BY A ROUND CONCRETE MONUMENT. IT IS 17.4 M EA3917'(57.09 FT) NORTH OF NORTHEAST CORNER OF THE END OF THE ROAD, 11.1 M EA3917'(36.42 FT) SOUTHWEST OF A CREOSOTE PILE PROJECTING 1 M (3.28 FT) , 3.6 EA3917'M (11.81 FT) NORTHEAST OF OUTSIDE EDGE OF BRUSH LINE, AND 3.1 M EA3917'(10.17 FT) SOUTHWEST OF STORM TIDE LINE. EA3917'DESCRIBED BY PBW EA3917 EA3917 STATION RECOVERY (1992) EA3917 EA3917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3917'RECOVERED AS DESCRIBED.$PROCEED ALONG NC 12 FOR 1.8 MI (2.9 KM) SOUTH EA3917'FOR 1.8 MI (2.9 KM) FROM THE CEDAR ISLAND POST OFFICE TO SR 1390 EA3917'(LANDING ROAD), THENCE EAST ALONG SR 1390 FOR 0.1 MI (0.2 KM) TO A EA3917'DEAD END AND THE STATION, ABOUT 54.7 FT (16.7 M) NORTH OF THE EA3917'NORTHEAST CORNER OF THE END OF THE ROAD. MARK PROJECTS 5 INCHES ABOVE EA3917'THE CONCRETE AND IS LEVEL WITH THE ROAD. EA3917 EA3917 STATION RECOVERY (1998) EA3917 EA3917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EA3917'RECOVERED AS DESCRIBED. EA3917 EA3917 STATION RECOVERY (2003) EA3917 EA3917'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA3917'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6790 *********************************************************************** AB6790 CBN - This is a Cooperative Base Network Control Station. AB6790 DESIGNATION - LOLA AB6790 PID - AB6790 AB6790 STATE/COUNTY- NC/CARTERET AB6790 USGS QUAD - ATLANTIC (1949) AB6790 AB6790 *CURRENT SURVEY CONTROL AB6790 ___________________________________________________________________ AB6790* NAD 83(1986)- 34 57 22.45705(N) 076 16 36.44504(W) ADJUSTED AB6790* NAVD 88 - 1.366 (meters) 4.48 (feet) POSTED AB6790 ___________________________________________________________________ AB6790 LAPLACE CORR- -1.20 (seconds) DEFLEC99 AB6790 GEOID HEIGHT- -37.80 (meters) GEOID99 AB6790 DYNAMIC HT - 1.370 (meters) 4.49 (feet) COMP AB6790 MODELED GRAV- 979,735.2 (mgal) NAVD 88 AB6790 AB6790 HORZ ORDER - FIRST AB6790 VERT ORDER - * POSTED, Code NC , SEE BELOW AB6790 AB6790.The North Carolina/South Carolina HARNS have been completed but, AB6790.due to contractual restrictions, coordinates for these stations AB6790.will NOT be published in the near future. In the interim, the AB6790.published coordinates in North and South Carolina will not be AB6790.consistent with the Continuously Operating Reference Stations AB6790.(CORS). The HARN coordinates for these stations are available AB6790.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6790.Lapine(803-896-7700). AB6790. AB6790.In addition, the published North and South Carolina positions AB6790.(NAD 83 (1986)) are NOT consistent with those determined in AB6790.adjacent state readjustments. The discontinuity between stations AB6790.located in North or South Carolina and those in adjacent states AB6790.which have been adjusted to the HARN may be as much as 5 AB6790.decimeters. This will result in a significant loss of accuracy AB6790.over lines crossing such state borders. AB6790 AB6790 AB6790.The horizontal coordinates were established by GPS observations AB6790.and adjusted by the National Geodetic Survey in March 1997. AB6790 AB6790.The orthometric height was determined by differential leveling AB6790.and adjusted by the National Geodetic Survey in April 2001. AB6790.No vertical observational check was made to the station. AB6790.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AB6790.was located on a no-check spur therefore a value was not computed. AB6790 AB6790.The Laplace correction was computed from DEFLEC99 derived deflections. AB6790 AB6790.The geoid height was determined by GEOID99. AB6790 AB6790.The dynamic height is computed by dividing the NAVD 88 AB6790.geopotential number by the normal gravity value computed on the AB6790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6790.degrees latitude (g = 980.6199 gals.). AB6790 AB6790.The modeled gravity was interpolated from observed gravity values. AB6790 AB6790; North East Units Scale Converg. AB6790;SPC NC - 137,219.248 858,270.739 MT 0.99988582 +1 34 18.3 AB6790;UTM 18 - 3,868,934.320 383,425.435 MT 0.99976749 -0 43 53.8 AB6790 AB6790 SUPERSEDED SURVEY CONTROL AB6790 AB6790 NAD 83(1986)- 34 57 22.45617(N) 076 16 36.44290(W) AD( ) 1 AB6790 NGVD 29 - 1.66 (m) 5.4 (f) LEVELING 3 AB6790 AB6790.Superseded values are not recommended for survey control. AB6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6790.See file dsdata.txt to determine how the superseded data were derived. AB6790 AB6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD8342568934(NAD 83) AB6790_MARKER: DH = HORIZONTAL CONTROL DISK AB6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6790_STAMPING: LOLA 1986 AB6790_MARK LOGO: NCGS AB6790_PROJECTION: FLUSH AB6790_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AB6790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6790+STABILITY: SURFACE MOTION AB6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6790+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998 AB6790 AB6790 HISTORY - Date Condition Report By AB6790 HISTORY - 1986 MONUMENTED NCGS AB6790 HISTORY - 19920923 GOOD NCGS AB6790 HISTORY - 19930914 GOOD NCGS AB6790 HISTORY - 19950914 GOOD NCGS AB6790 HISTORY - 19980330 GOOD NCGS AB6790 AB6790 STATION DESCRIPTION AB6790 AB6790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) AB6790'STATION IS LOCATED ON CEDAR ISLAND. PROCEED ALONG NC 12 FOR 3.6 MI AB6790'(5.8 KM) SOUTHEAST FROM THE CEDAR ISLAND FERRY DOCK TO SR 1388, THENCE AB6790'SOUTHEAST ALONG SR 1388 TO THE CEDAR ISLAND REFUGEE FACILITY AND AB6790'STATION, NEAR THE WATERS EDGE, ABOUT 350-FEET FROM THE ROAD, OR 0.6 MI AB6790'(1.0 KM) FROM PILGRAMS REST BAPTIST CHURCH. MARK IS FLUSH WITH GROUND. AB6790'LOCATED 70.0 FT (21.3 M) SOUTH-SOUTHEAST OF THE NORTHEAST END OF A AB6790'METAL FENCE, 156.5 FT (47.7 M) NORTH OF THE NORTH FACE OF A CONCRETE AB6790'SILO, 159.2 NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK AB6790'BUILDING, AND 22.5 FT (6.9 M) WEST-SOUTHWEST OF A LAMP POLE WITH A AB6790'REFERENCE TAG. AB6790 AB6790 STATION RECOVERY (1992) AB6790 AB6790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AB6790'RECOVERED AS DESCRIBED. THE METAL FENCE IS GONE. LOCATED ABOUT 70 FT AB6790'(21.3 M) WEST OF THE WATERS EDGE AND 6-FEET LOWER THAN THE ROAD. AB6790 AB6790 STATION RECOVERY (1993) AB6790 AB6790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AB6790'STATION IS LOCATED ON CEDAR ISLAND AT THE CEDAR ISLAND NATIONAL AB6790'WILDLIFE REFUGE FACILITY. PROCEED ALONG NC 12 FOR 8.5 MI (13.7 KM) AB6790'NORTHEAST FROM US 70-WEST OF ATLANTIC TO SR 1388-LOLA ROAD, THENCE AB6790'SOUTHEAST ALONG SR 1388 FOR 1.8 MI (2.9 KM) TO THE WILDLIFE REFUGE AB6790'FACILITY AND THE STATION IN AN OPEN GRASS AREA NEAR THE WATER, AB6790'APPROXIMATELY 115 YARDS SOUTHEAST OF SR 1388. MARK IS ABOUT 6 FT (1.8 AB6790'M) LOWER THAN THE CENTERLINE OF SR 1388, AND FLUSH WITH THE GROUND. AB6790'LOCATED 40 FT (12.2 M) SOUTHWEST OF THE TOP OF BANK (70 FT FROM NORMAL AB6790'WATERS EDGE), 22.9 FT (7.0 M) WEST-SOUTHWEST OF A LAMP POST STUMP AB6790'(FLUSH), 159.2 FT (48.5 M) NORTHEAST OF THE NORTHEASTERN CORNER OF A AB6790'CONCRETE BLOCK BUILDING, 156.1 FT (47.6 M) NORTH OF THE NORTH FACE OF AB6790'AN OLD CONCRETE RADAR MOUNT, 177.5 FT (54.1 M) NORTH-NORTHEAST OF A AB6790'METAL RADIO MAST, AND 157.0 FT (47.9 M) NORTHEAST OF DEFENSE MAPPING AB6790'AGENCY STATION--LOLA 2 1979--. AB6790 AB6790 STATION RECOVERY (1995) AB6790 AB6790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AB6790'RECOVERED AS DESCRIBED. AB6790 AB6790 STATION RECOVERY (1998) AB6790 AB6790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AB6790'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7493 *********************************************************************** AC7493 DESIGNATION - LOON AC7493 PID - AC7493 AC7493 STATE/COUNTY- NC/CARTERET AC7493 USGS QUAD - SWANSBORO (1994) AC7493 AC7493 *CURRENT SURVEY CONTROL AC7493 ___________________________________________________________________ AC7493* NAD 83(1986)- 34 39 42.54075(N) 077 02 59.29696(W) ADJUSTED AC7493* NAVD 88 - 3.928 (meters) 12.89 (feet) ADJUSTED AC7493 ___________________________________________________________________ AC7493 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AC7493 GEOID HEIGHT- -37.13 (meters) GEOID99 AC7493 DYNAMIC HT - 3.924 (meters) 12.87 (feet) COMP AC7493 MODELED GRAV- 979,713.7 (mgal) NAVD 88 AC7493 AC7493 HORZ ORDER - FIRST AC7493 VERT ORDER - SECOND CLASS II AC7493 AC7493.The North Carolina/South Carolina HARNS have been completed but, AC7493.due to contractual restrictions, coordinates for these stations AC7493.will NOT be published in the near future. In the interim, the AC7493.published coordinates in North and South Carolina will not be AC7493.consistent with the Continuously Operating Reference Stations AC7493.(CORS). The HARN coordinates for these stations are available AC7493.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7493.Lapine(803-896-7700). AC7493. AC7493.In addition, the published North and South Carolina positions AC7493.(NAD 83 (1986)) are NOT consistent with those determined in AC7493.adjacent state readjustments. The discontinuity between stations AC7493.located in North or South Carolina and those in adjacent states AC7493.which have been adjusted to the HARN may be as much as 5 AC7493.decimeters. This will result in a significant loss of accuracy AC7493.over lines crossing such state borders. AC7493 AC7493 AC7493.The horizontal coordinates were established by GPS observations AC7493.and adjusted by the National Geodetic Survey in March 1997. AC7493 AC7493.The orthometric height was determined by differential leveling AC7493.and adjusted by the National Geodetic Survey in May 1997. AC7493 AC7493.The Laplace correction was computed from DEFLEC99 derived deflections. AC7493 AC7493.The geoid height was determined by GEOID99. AC7493 AC7493.The dynamic height is computed by dividing the NAVD 88 AC7493.geopotential number by the normal gravity value computed on the AC7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7493.degrees latitude (g = 980.6199 gals.). AC7493 AC7493.The modeled gravity was interpolated from observed gravity values. AC7493 AC7493; North East Units Scale Converg. AC7493;SPC NC - 102,904.876 788,335.472 MT 0.99992523 +1 07 32.1 AC7493;UTM 18 - 3,837,452.231 312,171.360 MT 1.00003485 -1 09 58.1 AC7493 AC7493 SUPERSEDED SURVEY CONTROL AC7493 AC7493.No superseded survey control is available for this station. AC7493 AC7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1217137452(NAD 83) AC7493_MARKER: DH = HORIZONTAL CONTROL DISK AC7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7493_STAMPING: LOON 1992 AC7493_MARK LOGO: NCGS AC7493_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7493+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7493 AC7493 HISTORY - Date Condition Report By AC7493 HISTORY - 1992 MONUMENTED NCGS AC7493 HISTORY - 20030205 GOOD USPSQD AC7493 AC7493 STATION DESCRIPTION AC7493 AC7493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7493'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR AC7493'1.0 MI (1.6 KM) WEST FROM THE POST OFFICE IN EMERALD ISLE, ON THE AC7493'NORTH SIDE OF NC 58, IN FRONT OF EMERALD PLANTATION SHOPPING CENTER, AC7493'ABOUT 175 FEET (53.3 M) WEST OF ENTRANCE.$MARK IS FLUSH WITH GROUND AC7493'AND LEVEL WITH NC 58. LOCATED 52.0 FT (15.8 M) NORTH OF THE CENTERLINE AC7493'OF NC 58, 12.5 FT (3.8 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT AC7493'PARKING LOT, 145.6 FT (44.4 M) WEST OF A YELLOW TRAFFIC LIGHT CONTROL AC7493'BOX, AND 159.4 FT (48.6 M) EAST OF A POWER POLE WITH A REFERENCE TAG. AC7493 AC7493 STATION RECOVERY (2003) AC7493 AC7493'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7493'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0011 *********************************************************************** EA0011 DESIGNATION - M 238 EA0011 PID - EA0011 EA0011 STATE/COUNTY- NC/CARTERET EA0011 USGS QUAD - DAVIS (1983) EA0011 EA0011 *CURRENT SURVEY CONTROL EA0011 ___________________________________________________________________ EA0011* NAD 83(1986)- 34 50 17. (N) 076 25 33. (W) SCALED EA0011* NAVD 88 - 2.365 (meters) 7.76 (feet) POSTED EA0011 ___________________________________________________________________ EA0011 GEOID HEIGHT- -37.72 (meters) GEOID99 EA0011 DYNAMIC HT - 2.360 (meters) 7.74 (feet) COMP EA0011 MODELED GRAV- 979,721.1 (mgal) NAVD 88 EA0011 EA0011 VERT ORDER - * POSTED, Code B , SEE BELOW EA0011 EA0011.The horizontal coordinates were scaled from a topographic map and have EA0011.an estimated accuracy of +/- 6 seconds. EA0011 EA0011.The orthometric height was determined by differential leveling EA0011.and adjusted by the National Geodetic Survey in 1992. EA0011.* This is a POSTED BENCH MARK height. Code B indicates a distribution EA0011.rate of 1.1 thru 2.0 mm/km. EA0011 EA0011.The geoid height was determined by GEOID99. EA0011 EA0011.The dynamic height is computed by dividing the NAVD 88 EA0011.geopotential number by the normal gravity value computed on the EA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0011.degrees latitude (g = 980.6199 gals.). EA0011 EA0011.The modeled gravity was interpolated from observed gravity values. EA0011 EA0011; North East Units Estimated Accuracy EA0011;SPC NC - 123,750. 845,000. MT (+/- 180 meters Scaled) EA0011 EA0011 SUPERSEDED SURVEY CONTROL EA0011 EA0011 NGVD 29 - 2.666 (m) 8.75 (f) ADJ UNCH 3 0 EA0011 EA0011.Superseded values are not recommended for survey control. EA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0011.See file dsdata.txt to determine how the superseded data were derived. EA0011 EA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD696560(NAD 83) EA0011_MARKER: DB = BENCH MARK DISK EA0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0011_STAMPING: M 238 1947 EA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0011+STABILITY: SURFACE MOTION EA0011 EA0011 HISTORY - Date Condition Report By EA0011 HISTORY - 1947 MONUMENTED CGS EA0011 HISTORY - 1962 MARK NOT FOUND NGS EA0011 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0011 EA0011 STATION DESCRIPTION EA0011 EA0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0011'20.4 MI NE FROM BEAUFORT. EA0011'TO REACH FROM BEAUFORT, TRAVEL NORTHEAST 20.4 MILES VIA U.S. EA0011'ROUTE 70 TO MARK. B.M. IS 41.0 FEET EAST OF CENTERLINE OF U.S. EA0011'ROUTE 70, 30.0 FEET NORTH OF CENTERLINE OF ROAD TO STACY POST EA0011'OFFICE, 2.0 FEET WEST OF WHITE REFERENCE POST, 47.3 FEET EA0011'SOUTHWEST OF THE SOUTHWEST CORNER OF MRS. MAGGIE FULCHERS HOUSE. EA0011'STANDARD USC AND GS B.M. SET IN 8 IN. CONCRETE MONUMENT. EA0011 EA0011 STATION RECOVERY (2003) EA0011 EA0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0011'NO WHITE REFERENCE POST FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7500 *********************************************************************** AC7500 DESIGNATION - MCGINNIS AC7500 PID - AC7500 AC7500 STATE/COUNTY- NC/CARTERET AC7500 USGS QUAD - MANSFIELD (1994) AC7500 AC7500 *CURRENT SURVEY CONTROL AC7500 ___________________________________________________________________ AC7500* NAD 83(1986)- 34 42 03.62621(N) 076 49 12.91696(W) ADJUSTED AC7500* NAVD 88 - 2.291 (meters) 7.52 (feet) ADJUSTED AC7500 ___________________________________________________________________ AC7500 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AC7500 GEOID HEIGHT- -37.41 (meters) GEOID99 AC7500 DYNAMIC HT - 2.289 (meters) 7.51 (feet) COMP AC7500 MODELED GRAV- 979,702.2 (mgal) NAVD 88 AC7500 AC7500 HORZ ORDER - FIRST AC7500 VERT ORDER - SECOND CLASS II AC7500 AC7500.The North Carolina/South Carolina HARNS have been completed but, AC7500.due to contractual restrictions, coordinates for these stations AC7500.will NOT be published in the near future. In the interim, the AC7500.published coordinates in North and South Carolina will not be AC7500.consistent with the Continuously Operating Reference Stations AC7500.(CORS). The HARN coordinates for these stations are available AC7500.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7500.Lapine(803-896-7700). AC7500. AC7500.In addition, the published North and South Carolina positions AC7500.(NAD 83 (1986)) are NOT consistent with those determined in AC7500.adjacent state readjustments. The discontinuity between stations AC7500.located in North or South Carolina and those in adjacent states AC7500.which have been adjusted to the HARN may be as much as 5 AC7500.decimeters. This will result in a significant loss of accuracy AC7500.over lines crossing such state borders. AC7500 AC7500 AC7500.The horizontal coordinates were established by GPS observations AC7500.and adjusted by the National Geodetic Survey in March 1997. AC7500 AC7500.The orthometric height was determined by differential leveling AC7500.and adjusted by the National Geodetic Survey in May 1997. AC7500 AC7500.The Laplace correction was computed from DEFLEC99 derived deflections. AC7500 AC7500.The geoid height was determined by GEOID99. AC7500 AC7500.The dynamic height is computed by dividing the NAVD 88 AC7500.geopotential number by the normal gravity value computed on the AC7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7500.degrees latitude (g = 980.6199 gals.). AC7500 AC7500.The modeled gravity was interpolated from observed gravity values. AC7500 AC7500; North East Units Scale Converg. AC7500;SPC NC - 107,688.688 809,274.944 MT 0.99991847 +1 15 29.1 AC7500;UTM 18 - 3,841,394.626 333,286.869 MT 0.99994257 -1 02 11.4 AC7500 AC7500 SUPERSEDED SURVEY CONTROL AC7500 AC7500.No superseded survey control is available for this station. AC7500 AC7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3328741395(NAD 83) AC7500_MARKER: DH = HORIZONTAL CONTROL DISK AC7500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7500_STAMPING: MCGINNIS 1992 AC7500_MARK LOGO: NCGS AC7500_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7500+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7500 AC7500 HISTORY - Date Condition Report By AC7500 HISTORY - 1992 MONUMENTED NCGS AC7500 HISTORY - 20030205 GOOD USPSQD AC7500 AC7500 STATION DESCRIPTION AC7500 AC7500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7500'STATION IS LOCATED IN PINE KNOLL SHORES.$PROCEED ALONG NC 58 FOR 3.55 AC7500'MI (5.71 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH TO PINE KNOLL AC7500'BOULEVARD, THENCE NORTH ON PINE KNOLL BOULEVARD FOR 0.4 MI (0.6 KM) TO AC7500'RAMSEY DRIVE AND STATION ON THE PROLONGATION OF THE CENTERLINE OF PINE AC7500'KNOLL BOULEVARD.$MARK IS FLUSH WITH GROUND AND LEVEL WITH RAMSEY AC7500'DRIVE. LOCATED 28.7 FT (8.7 M) NORTH-NORTHEAST OF THE CENTERLINE AC7500'INTERSECTION OF RAMSEY DRIVE AND PINE KNOLL BOULEVARD, 57.4 FT (17.5 AC7500'M) SOUTH OF THE WESTERN MOST SIGN POST, 64.9 FT (19.8 M) AC7500'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL, 64.2 FT (19.6 M) SOUTHWEST OF AC7500'A POWER METER TO THE TENNIS COURT--AND 66.1 FT (20.1 M) AC7500'NORTH-NORTHWEST OF A POWER POLE, 41.9 FT (12.8 M) WEST OF A POWER AC7500'POLE--BOTH WITH REFERENCE TAGS. AC7500 AC7500 STATION RECOVERY (2003) AC7500 AC7500'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7500'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7468 *********************************************************************** AC7468 DESIGNATION - MCNEILL AC7468 PID - AC7468 AC7468 STATE/COUNTY- NC/CARTERET AC7468 USGS QUAD - SALTER PATH (1994) AC7468 AC7468 *CURRENT SURVEY CONTROL AC7468 ___________________________________________________________________ AC7468* NAD 83(1986)- 34 41 01.71088(N) 076 54 32.26183(W) ADJUSTED AC7468* NAVD 88 - 5.635 (meters) 18.49 (feet) ADJUSTED AC7468 ___________________________________________________________________ AC7468 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AC7468 GEOID HEIGHT- -37.34 (meters) GEOID99 AC7468 DYNAMIC HT - 5.630 (meters) 18.47 (feet) COMP AC7468 MODELED GRAV- 979,701.0 (mgal) NAVD 88 AC7468 AC7468 HORZ ORDER - FIRST AC7468 VERT ORDER - SECOND CLASS II AC7468 AC7468.The North Carolina/South Carolina HARNS have been completed but, AC7468.due to contractual restrictions, coordinates for these stations AC7468.will NOT be published in the near future. In the interim, the AC7468.published coordinates in North and South Carolina will not be AC7468.consistent with the Continuously Operating Reference Stations AC7468.(CORS). The HARN coordinates for these stations are available AC7468.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7468.Lapine(803-896-7700). AC7468. AC7468.In addition, the published North and South Carolina positions AC7468.(NAD 83 (1986)) are NOT consistent with those determined in AC7468.adjacent state readjustments. The discontinuity between stations AC7468.located in North or South Carolina and those in adjacent states AC7468.which have been adjusted to the HARN may be as much as 5 AC7468.decimeters. This will result in a significant loss of accuracy AC7468.over lines crossing such state borders. AC7468 AC7468 AC7468.The horizontal coordinates were established by GPS observations AC7468.and adjusted by the National Geodetic Survey in March 1997. AC7468 AC7468.The orthometric height was determined by differential leveling AC7468.and adjusted by the National Geodetic Survey in May 1997. AC7468 AC7468.The Laplace correction was computed from DEFLEC99 derived deflections. AC7468 AC7468.The geoid height was determined by GEOID99. AC7468 AC7468.The dynamic height is computed by dividing the NAVD 88 AC7468.geopotential number by the normal gravity value computed on the AC7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7468.degrees latitude (g = 980.6199 gals.). AC7468 AC7468.The modeled gravity was interpolated from observed gravity values. AC7468 AC7468; North East Units Scale Converg. AC7468;SPC NC - 105,606.530 801,190.433 MT 0.99992138 +1 12 24.8 AC7468;UTM 18 - 3,839,637.670 325,125.170 MT 0.99997694 -1 05 11.6 AC7468 AC7468 SUPERSEDED SURVEY CONTROL AC7468 AC7468.No superseded survey control is available for this station. AC7468 AC7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2512539638(NAD 83) AC7468_MARKER: DH = HORIZONTAL CONTROL DISK AC7468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7468_STAMPING: MCNEILL 1992 AC7468_MARK LOGO: NCGS AC7468_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7468+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7468 AC7468 HISTORY - Date Condition Report By AC7468 HISTORY - 1992 MONUMENTED NCGS AC7468 HISTORY - 20030205 GOOD USPSQD AC7468 AC7468 STATION DESCRIPTION AC7468 AC7468'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7468'STATION IS LOCATED IN WESTERN INDIAN BEACH.$ALONG NC 58 FOR 9.7 MI AC7468'(15.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN THE NORTH AC7468'SHOULDER, ACROSS THE HIGHWAY FROM THE INDIAN BEACH FISHING PIER.$MARK AC7468'IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH NC 58. LOCATED AC7468'24.7 FT (7.5 M) NORTH OF THE CENTERLINE OF NC 58, 57.6 FT (17.6 M) AC7468'WEST OF THE CENTER OF THE ASPHALT ENTRANCE--AND 25.4 FT (7.7 M) SOUTH AC7468'OF A 7-INCH WOOD POST, 83.9 FT (25.6 M) WEST-SOUTHWEST OF A POWER AC7468'POLE--BOTH WITH REFERENCE TAGS.$EMERALD ISLE EAST TANK IS VISIBLE AND AC7468'THE GRID AZIMUTH IS--257-58-28.67. AC7468 AC7468 STATION RECOVERY (2003) AC7468 AC7468'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7468'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7469 *********************************************************************** AC7469 DESIGNATION - MECHELLE AC7469 PID - AC7469 AC7469 STATE/COUNTY- NC/CARTERET AC7469 USGS QUAD - SALTER PATH (1994) AC7469 AC7469 *CURRENT SURVEY CONTROL AC7469 ___________________________________________________________________ AC7469* NAD 83(1986)- 34 40 48.68959(N) 076 56 09.13965(W) ADJUSTED AC7469* NAVD 88 - 5.343 (meters) 17.53 (feet) ADJUSTED AC7469 ___________________________________________________________________ AC7469 LAPLACE CORR- -2.06 (seconds) DEFLEC99 AC7469 GEOID HEIGHT- -37.30 (meters) GEOID99 AC7469 DYNAMIC HT - 5.337 (meters) 17.51 (feet) COMP AC7469 MODELED GRAV- 979,701.6 (mgal) NAVD 88 AC7469 AC7469 HORZ ORDER - FIRST AC7469 VERT ORDER - SECOND CLASS II AC7469 AC7469.The North Carolina/South Carolina HARNS have been completed but, AC7469.due to contractual restrictions, coordinates for these stations AC7469.will NOT be published in the near future. In the interim, the AC7469.published coordinates in North and South Carolina will not be AC7469.consistent with the Continuously Operating Reference Stations AC7469.(CORS). The HARN coordinates for these stations are available AC7469.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7469.Lapine(803-896-7700). AC7469. AC7469.In addition, the published North and South Carolina positions AC7469.(NAD 83 (1986)) are NOT consistent with those determined in AC7469.adjacent state readjustments. The discontinuity between stations AC7469.located in North or South Carolina and those in adjacent states AC7469.which have been adjusted to the HARN may be as much as 5 AC7469.decimeters. This will result in a significant loss of accuracy AC7469.over lines crossing such state borders. AC7469 AC7469 AC7469.The horizontal coordinates were established by GPS observations AC7469.and adjusted by the National Geodetic Survey in March 1997. AC7469 AC7469.The orthometric height was determined by differential leveling AC7469.and adjusted by the National Geodetic Survey in May 1997. AC7469 AC7469.The Laplace correction was computed from DEFLEC99 derived deflections. AC7469 AC7469.The geoid height was determined by GEOID99. AC7469 AC7469.The dynamic height is computed by dividing the NAVD 88 AC7469.geopotential number by the normal gravity value computed on the AC7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7469.degrees latitude (g = 980.6199 gals.). AC7469 AC7469.The modeled gravity was interpolated from observed gravity values. AC7469 AC7469; North East Units Scale Converg. AC7469;SPC NC - 105,153.792 798,733.485 MT 0.99992200 +1 11 28.9 AC7469;UTM 18 - 3,839,283.587 322,651.924 MT 0.99998768 -1 06 06.4 AC7469 AC7469 SUPERSEDED SURVEY CONTROL AC7469 AC7469.No superseded survey control is available for this station. AC7469 AC7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2265239284(NAD 83) AC7469_MARKER: DH = HORIZONTAL CONTROL DISK AC7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7469_STAMPING: MECHELLE 1992 AC7469_MARK LOGO: NCGS AC7469_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7469+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7469 AC7469 HISTORY - Date Condition Report By AC7469 HISTORY - 1992 MONUMENTED NCGS AC7469 HISTORY - 20030205 GOOD USPSQD AC7469 AC7469 STATION DESCRIPTION AC7469 AC7469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7469'STATION IS LOCATED IN EASTERN EMERALD ISLE.$ALONG NC 58 (EMERALD AC7469'DRIVE) FOR 5.75 MI (9.25 KM) EAST FROM THE POST OFFICE IN EMERALD AC7469'ISLE, AT 15TH STREET, IN THE NORTH SHOULDER OF NC 58.$MARK IS RECESSED AC7469'2 INCHES BELOW GROUND AND IS LEVEL WITH NC 58. LOCATED 19.8 FT (6.0 M) AC7469'NORTH OF THE CENTERLINE NC 58, 42.3 FT (12.9 M) EAST OF THE CENTERLINE AC7469'OF 15TH STREET, 52.4 FT (16.0 M) EAST-SOUTHEAST OF A MANHOLE COVER, AC7469'69.6 FT (21.2 M) NORTHEAST OF A MANHOLE COVER, AND 63.7 FT (19.4 M) AC7469'EAST-SOUTHEAST OF A POWER POLE WITH REFERENCE TAG.$EMERALD ISLE EAST AC7469'TANK IS VISIBLE AND THE GRID AZIMUTH IS--81-02-39.68. AC7469 AC7469 STATION RECOVERY (2003) AC7469 AC7469'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7469'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7466 *********************************************************************** AC7466 DESIGNATION - METHODIST AC7466 PID - AC7466 AC7466 STATE/COUNTY- NC/CARTERET AC7466 USGS QUAD - SALTER PATH (1994) AC7466 AC7466 *CURRENT SURVEY CONTROL AC7466 ___________________________________________________________________ AC7466* NAD 83(1986)- 34 41 19.32269(N) 076 53 11.73772(W) ADJUSTED AC7466* NAVD 88 - 1.382 (meters) 4.53 (feet) ADJUSTED AC7466 ___________________________________________________________________ AC7466 LAPLACE CORR- -1.37 (seconds) DEFLEC99 AC7466 GEOID HEIGHT- -37.36 (meters) GEOID99 AC7466 DYNAMIC HT - 1.381 (meters) 4.53 (feet) COMP AC7466 MODELED GRAV- 979,700.8 (mgal) NAVD 88 AC7466 AC7466 HORZ ORDER - SECOND AC7466 VERT ORDER - SECOND CLASS II AC7466 AC7466.The North Carolina/South Carolina HARNS have been completed but, AC7466.due to contractual restrictions, coordinates for these stations AC7466.will NOT be published in the near future. In the interim, the AC7466.published coordinates in North and South Carolina will not be AC7466.consistent with the Continuously Operating Reference Stations AC7466.(CORS). The HARN coordinates for these stations are available AC7466.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7466.Lapine(803-896-7700). AC7466. AC7466.In addition, the published North and South Carolina positions AC7466.(NAD 83 (1986)) are NOT consistent with those determined in AC7466.adjacent state readjustments. The discontinuity between stations AC7466.located in North or South Carolina and those in adjacent states AC7466.which have been adjusted to the HARN may be as much as 5 AC7466.decimeters. This will result in a significant loss of accuracy AC7466.over lines crossing such state borders. AC7466 AC7466 AC7466.The horizontal coordinates were established by classical geodetic methods AC7466.and adjusted by the National Geodetic Survey in December 1997. AC7466 AC7466.The orthometric height was determined by differential leveling AC7466.and adjusted by the National Geodetic Survey in May 1997. AC7466 AC7466.The Laplace correction was computed from DEFLEC99 derived deflections. AC7466 AC7466.The geoid height was determined by GEOID99. AC7466 AC7466.The dynamic height is computed by dividing the NAVD 88 AC7466.geopotential number by the normal gravity value computed on the AC7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7466.degrees latitude (g = 980.6199 gals.). AC7466 AC7466.The modeled gravity was interpolated from observed gravity values. AC7466 AC7466; North East Units Scale Converg. AC7466;SPC NC - 106,192.476 803,228.000 MT 0.99992055 +1 13 11.3 AC7466;UTM 18 - 3,840,141.629 327,184.660 MT 0.99996811 -1 04 26.3 AC7466 AC7466 SUPERSEDED SURVEY CONTROL AC7466 AC7466.No superseded survey control is available for this station. AC7466 AC7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2718540142(NAD 83) AC7466_MARKER: DH = HORIZONTAL CONTROL DISK AC7466_SETTING: 31 = SET IN TOP OF CURB AC7466_STAMPING: METHODIST 1992 AC7466_MARK LOGO: NCGS AC7466_MAGNETIC: N = NO MAGNETIC MATERIAL AC7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7466+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7466 AC7466 HISTORY - Date Condition Report By AC7466 HISTORY - 1992 MONUMENTED NCGS AC7466 HISTORY - 20030205 GOOD USPSQD AC7466 AC7466 STATION DESCRIPTION AC7466 AC7466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7466'STATION IS LOCATED IN SALTER PATH.$ALONG NC 58 FOR 7.3 MI (11.7 KM) AC7466'WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT SR 1193, IN THE TOP OF AC7466'THE NORTH CURB OF NC 58.$MARK IS FLUSH WITH GROUND AND 6 INCHES HIGHER AC7466'THAN NC 58. LOCATED 25.9 FT (7.9 M) NORTH OF THE CENTERLINE OF NC 58 AC7466'TURNING LANE, 38.2 FT (11.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR AC7466'1193, 40.6 WEST OF A TELEPHONE PEDESTAL 58R 278N, 49.1 FT (15.0 M) AC7466'WEST OF A CONCRETE POWER POLE, 32.5 FT (9.9 M) SOUTHEAST OF A CONCRETE AC7466'RIGHT-OF-WAY MONUMENT, AND 73.3 FT (22.3 M) SOUTHWEST OF A UTILITY AC7466'SERVICE POLE WITH A REFERENCE TAG. AC7466 AC7466 STATION RECOVERY (2003) AC7466 AC7466'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7466'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1869 *********************************************************************** EA1869 DESIGNATION - MOREHEAD CITY CAROLINA TT TWR EA1869 PID - EA1869 EA1869 STATE/COUNTY- NC/CARTERET EA1869 USGS QUAD - BEAUFORT (1987) EA1869 EA1869 *CURRENT SURVEY CONTROL EA1869 ___________________________________________________________________ EA1869* NAD 83(1986)- 34 43 15.31155(N) 076 42 52.16079(W) ADJUSTED EA1869* NAVD 88 - EA1869 ___________________________________________________________________ EA1869 LAPLACE CORR- -0.52 (seconds) DEFLEC99 EA1869 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1869 EA1869 HORZ ORDER - THIRD EA1869 EA1869.The North Carolina/South Carolina HARNS have been completed but, EA1869.due to contractual restrictions, coordinates for these stations EA1869.will NOT be published in the near future. In the interim, the EA1869.published coordinates in North and South Carolina will not be EA1869.consistent with the Continuously Operating Reference Stations EA1869.(CORS). The HARN coordinates for these stations are available EA1869.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1869.Lapine(803-896-7700). EA1869. EA1869.In addition, the published North and South Carolina positions EA1869.(NAD 83 (1986)) are NOT consistent with those determined in EA1869.adjacent state readjustments. The discontinuity between stations EA1869.located in North or South Carolina and those in adjacent states EA1869.which have been adjusted to the HARN may be as much as 5 EA1869.decimeters. This will result in a significant loss of accuracy EA1869.over lines crossing such state borders. EA1869 EA1869 EA1869.The horizontal coordinates were established by classical geodetic methods EA1869.and adjusted by the National Geodetic Survey in July 1986. EA1869 EA1869 EA1869.The Laplace correction was computed from DEFLEC99 derived deflections. EA1869 EA1869.The geoid height was determined by GEOID99. EA1869 EA1869; North East Units Scale Converg. EA1869;SPC NC - 110,114.827 818,910.991 MT 0.99991522 +1 19 08.9 EA1869;UTM 18 - 3,843,432.921 343,012.408 MT 0.99990376 -0 58 36.3 EA1869 EA1869 SUPERSEDED SURVEY CONTROL EA1869 EA1869 NAD 27 - 34 43 14.73131(N) 076 42 53.40596(W) AD( ) 3 EA1869 EA1869.Superseded values are not recommended for survey control. EA1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1869.See file dsdata.txt to determine how the superseded data were derived. EA1869 EA1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4301243433(NAD 83) EA1869_MARKER: 42 = RADIO/TV MAST EA1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1869+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1869 EA1869 HISTORY - Date Condition Report By EA1869 HISTORY - 1962 FIRST OBSERVED CGS EA1869 HISTORY - 1964 GOOD CGS EA1869 HISTORY - 1968 GOOD CGS EA1869 HISTORY - 19820101 GOOD NCGS EA1869 HISTORY - 1985 GOOD USPSQD EA1869 HISTORY - 19920507 GOOD NCGS EA1869 HISTORY - 19960513 GOOD USPSQD EA1869 HISTORY - 20030202 GOOD USPSQD EA1869 EA1869 STATION DESCRIPTION EA1869 EA1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1869'THE MICROWAVE RELAY TOWER IS LOCATED ON THE WEST SIDE OF 9TH EA1869'STREET BETWEEN ARRENDEL AND EVANS STREETS IN MOREHEAD CITY. EA1869' EA1869'THE TOWER IS OF STEEL CONSTRUCTION. THERE ARE FOUR LEGS EA1869'MOUNTED ON A STEEL GIRDER PLATFORM. THE TOWER IS STILL UNDER EA1869'CONSTRUCTION, THEREFORE NO DESCRIPTION OF THE NATURE OF THIS EA1869'PLATFORM IS INCLUDED. DISH TYPE REFLECTORS ARE TO BE MOUNTED EA1869'AT THE TOP OF THE APPROXIMATELY 200 FT. HIGH STRUCTURE. IT IS EA1869'UNPAINTED AT THIS TIME. INTERSECTION POINT IS THE CENTER OF EA1869'THE TOP OF THE TOWER. EA1869' EA1869'THERE IS A SINGLE FLASHING RED LIGHT AT THE TOP. EA1869 EA1869 STATION RECOVERY (1964) EA1869 EA1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1869'STATION RECOVERED IN GOOD CONDITION. EA1869'STATION IS LOCATED IN THE CENTER OF MOREHEAD EA1869'CITY, DIRECTLY IN BACK OF THE CAROLINA TELEPHONE AND TELEGRAPH EA1869'CO. OFFICE BUILDING THAT IS ON 9TH AND EVANS STREET. THE EA1869'TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATELY EA1869'ORANGE AND WHITE AND IS ABOUT 200 FEET TALL. EA1869 EA1869 STATION RECOVERY (1968) EA1869 EA1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WTJ) EA1869'STATION RECOVERED IN GOOD CONDITION. THE 1964 DESCRIPTION IS EA1869'ADEQUATE. EA1869' EA1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA1869'AT MOREHEAD CITY. EA1869 EA1869 STATION RECOVERY (1982) EA1869 EA1869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1869'RECOVERED IN GOOD CONDITION. EA1869 EA1869 STATION RECOVERY (1985) EA1869 EA1869'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1869'STATION FOUND GOOD. EA1869'VISITED SITE. EA1869'VERIFIED EXISTENCE. EA1869 EA1869 STATION RECOVERY (1992) EA1869 EA1869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1869'RECOVERED AS DESCRIBED. EA1869 EA1869 STATION RECOVERY (1996) EA1869 EA1869'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1869'RECOVERED IN GOOD CONDITION. EA1869 EA1869 STATION RECOVERY (2003) EA1869 EA1869'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1869'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1870 *********************************************************************** EA1870 DESIGNATION - MOREHEAD CITY CARTERET RAD TWR EA1870 PID - EA1870 EA1870 STATE/COUNTY- NC/CARTERET EA1870 USGS QUAD - BEAUFORT (1987) EA1870 EA1870 *CURRENT SURVEY CONTROL EA1870 ___________________________________________________________________ EA1870* NAD 83(1986)- 34 43 31.36108(N) 076 44 13.93986(W) ADJUSTED EA1870* NAVD 88 - EA1870 ___________________________________________________________________ EA1870 LAPLACE CORR- -0.40 (seconds) DEFLEC99 EA1870 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1870 EA1870 HORZ ORDER - THIRD EA1870 EA1870.The North Carolina/South Carolina HARNS have been completed but, EA1870.due to contractual restrictions, coordinates for these stations EA1870.will NOT be published in the near future. In the interim, the EA1870.published coordinates in North and South Carolina will not be EA1870.consistent with the Continuously Operating Reference Stations EA1870.(CORS). The HARN coordinates for these stations are available EA1870.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1870.Lapine(803-896-7700). EA1870. EA1870.In addition, the published North and South Carolina positions EA1870.(NAD 83 (1986)) are NOT consistent with those determined in EA1870.adjacent state readjustments. The discontinuity between stations EA1870.located in North or South Carolina and those in adjacent states EA1870.which have been adjusted to the HARN may be as much as 5 EA1870.decimeters. This will result in a significant loss of accuracy EA1870.over lines crossing such state borders. EA1870 EA1870 EA1870.The horizontal coordinates were established by classical geodetic methods EA1870.and adjusted by the National Geodetic Survey in July 1986. EA1870 EA1870 EA1870.The Laplace correction was computed from DEFLEC99 derived deflections. EA1870 EA1870.The geoid height was determined by GEOID99. EA1870 EA1870; North East Units Scale Converg. EA1870;SPC NC - 110,561.570 816,819.686 MT 0.99991451 +1 18 21.7 EA1870;UTM 18 - 3,843,963.078 340,940.693 MT 0.99991183 -0 59 23.3 EA1870 EA1870 SUPERSEDED SURVEY CONTROL EA1870 EA1870 NAD 27 - 34 43 30.78304(N) 076 44 15.17807(W) AD( ) 3 EA1870 EA1870.Superseded values are not recommended for survey control. EA1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1870.See file dsdata.txt to determine how the superseded data were derived. EA1870 EA1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4094143963(NAD 83) EA1870_MARKER: 43 = RADIO/TV TOWER EA1870 EA1870 HISTORY - Date Condition Report By EA1870 HISTORY - 1962 FIRST OBSERVED CGS EA1870 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1870 EA1870 STATION DESCRIPTION EA1870 EA1870'DESCRIBED BY US POWER SQUADRON 2003 (PFM) EA1870'RADIO TOWER HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1938 *********************************************************************** EA1938 DESIGNATION - MOREHEAD CITY FIRST METH CH EA1938 PID - EA1938 EA1938 STATE/COUNTY- NC/CARTERET EA1938 USGS QUAD - BEAUFORT (1987) EA1938 EA1938 *CURRENT SURVEY CONTROL EA1938 ___________________________________________________________________ EA1938* NAD 83(1986)- 34 43 19.84850(N) 076 42 50.83789(W) ADJUSTED EA1938* NAVD 88 - EA1938 ___________________________________________________________________ EA1938 LAPLACE CORR- -0.52 (seconds) DEFLEC99 EA1938 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1938 EA1938 HORZ ORDER - THIRD EA1938 EA1938.The North Carolina/South Carolina HARNS have been completed but, EA1938.due to contractual restrictions, coordinates for these stations EA1938.will NOT be published in the near future. In the interim, the EA1938.published coordinates in North and South Carolina will not be EA1938.consistent with the Continuously Operating Reference Stations EA1938.(CORS). The HARN coordinates for these stations are available EA1938.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1938.Lapine(803-896-7700). EA1938. EA1938.In addition, the published North and South Carolina positions EA1938.(NAD 83 (1986)) are NOT consistent with those determined in EA1938.adjacent state readjustments. The discontinuity between stations EA1938.located in North or South Carolina and those in adjacent states EA1938.which have been adjusted to the HARN may be as much as 5 EA1938.decimeters. This will result in a significant loss of accuracy EA1938.over lines crossing such state borders. EA1938 EA1938 EA1938.The horizontal coordinates were established by classical geodetic methods EA1938.and adjusted by the National Geodetic Survey in July 1986. EA1938 EA1938 EA1938.The Laplace correction was computed from DEFLEC99 derived deflections. EA1938 EA1938.The geoid height was determined by GEOID99. EA1938 EA1938; North East Units Scale Converg. EA1938;SPC NC - 110,255.361 818,941.419 MT 0.99991502 +1 19 09.6 EA1938;UTM 18 - 3,843,572.122 343,048.442 MT 0.99990362 -0 58 35.6 EA1938 EA1938 SUPERSEDED SURVEY CONTROL EA1938 EA1938 NAD 27 - 34 43 19.26990(N) 076 42 52.08199(W) AD( ) 3 EA1938 EA1938.Superseded values are not recommended for survey control. EA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1938.See file dsdata.txt to determine how the superseded data were derived. EA1938 EA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4304843572(NAD 83) EA1938_MARKER: 90 = CHURCH SPIRE EA1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1938+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1938 EA1938 HISTORY - Date Condition Report By EA1938 HISTORY - 1952 FIRST OBSERVED CGS EA1938 HISTORY - 1964 GOOD CGS EA1938 HISTORY - 1988 GOOD USPSQD EA1938 HISTORY - 19960513 GOOD USPSQD EA1938 HISTORY - 20030202 GOOD USPSQD EA1938 EA1938 STATION DESCRIPTION EA1938 EA1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCT) EA1938'STATION IS CENTRALLY LOCATED IN TOWN OF MOREHEAD CITY, N.C. ON EA1938'SOUTH SIDE OF U.S. HIGHWAY NO. 70 AT INTERSECTION OF CROSS EA1938'STREET. POINT SIGHTED ON IS APEX OF TALL TAPERING SPIRE OF EA1938'THE FIRST METHODIST CHURCH. EA1938' EA1938'NOTE--DO NOT CONFUSE THIS SPIRE WITH A SIMILAR SPIRE OF THE EA1938'FIRST BAPTIST CHURCH WHICH IS DIAGONALLY ACROSS THE HIGHWAY EA1938'TO THE NORTH EAST. EA1938 EA1938 STATION RECOVERY (1964) EA1938 EA1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1938'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION EA1938'BY J.C.T. IS ADEQUATE WITH THE FOLLOWING ADDITION-- EA1938' EA1938'THE CHURCH IS AT THE INTERSECTION OF 9TH AND BRIDGES STREETS. EA1938 EA1938 STATION RECOVERY (1988) EA1938 EA1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1938'RECOVERED IN GOOD CONDITION. EA1938 EA1938 STATION RECOVERY (1996) EA1938 EA1938'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1938'RECOVERED IN GOOD CONDITION. EA1938 EA1938 STATION RECOVERY (2003) EA1938 EA1938'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1938'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1874 *********************************************************************** EA1874 DESIGNATION - MOREHEAD CITY FRY ROOF CO STK EA1874 PID - EA1874 EA1874 STATE/COUNTY- NC/CARTERET EA1874 USGS QUAD - BEAUFORT (1987) EA1874 EA1874 *CURRENT SURVEY CONTROL EA1874 ___________________________________________________________________ EA1874* NAD 83(1986)- 34 43 08.64152(N) 076 42 07.14585(W) ADJUSTED EA1874* NAVD 88 - EA1874 ___________________________________________________________________ EA1874 LAPLACE CORR- -0.63 (seconds) DEFLEC99 EA1874 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1874 EA1874 HORZ ORDER - THIRD EA1874 EA1874.The North Carolina/South Carolina HARNS have been completed but, EA1874.due to contractual restrictions, coordinates for these stations EA1874.will NOT be published in the near future. In the interim, the EA1874.published coordinates in North and South Carolina will not be EA1874.consistent with the Continuously Operating Reference Stations EA1874.(CORS). The HARN coordinates for these stations are available EA1874.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1874.Lapine(803-896-7700). EA1874. EA1874.In addition, the published North and South Carolina positions EA1874.(NAD 83 (1986)) are NOT consistent with those determined in EA1874.adjacent state readjustments. The discontinuity between stations EA1874.located in North or South Carolina and those in adjacent states EA1874.which have been adjusted to the HARN may be as much as 5 EA1874.decimeters. This will result in a significant loss of accuracy EA1874.over lines crossing such state borders. EA1874 EA1874 EA1874.The horizontal coordinates were established by classical geodetic methods EA1874.and adjusted by the National Geodetic Survey in July 1986. EA1874 EA1874 EA1874.The Laplace correction was computed from DEFLEC99 derived deflections. EA1874 EA1874.The geoid height was determined by GEOID99. EA1874 EA1874; North East Units Scale Converg. EA1874;SPC NC - 109,935.797 820,060.689 MT 0.99991552 +1 19 34.8 EA1874;UTM 18 - 3,843,207.981 344,153.996 MT 0.99989936 -0 58 10.4 EA1874 EA1874 SUPERSEDED SURVEY CONTROL EA1874 EA1874 NAD 27 - 34 43 08.06149(N) 076 42 08.38945(W) AD( ) 3 EA1874 EA1874.Superseded values are not recommended for survey control. EA1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1874.See file dsdata.txt to determine how the superseded data were derived. EA1874 EA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4415443208(NAD 83) EA1874_MARKER: 63 = STACK EA1874 EA1874 HISTORY - Date Condition Report By EA1874 HISTORY - 1952 FIRST OBSERVED CGS EA1874 HISTORY - 1967 GOOD AMS EA1874 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1874 EA1874 STATION DESCRIPTION EA1874 EA1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCT) EA1874'STATION IS ON SOUTH SIDE OF U.S. HIGHWAY NO. 70 ABOUT 1/4 MILE EA1874'WEST OF THE WEST END OF LONG BRIDGE BETWEEN MOREHEAD CITY EA1874'AND BEAUFORT, N.C. EA1874' EA1874'STATION IS CENTER OF LARGE TALL SINGLE METAL BLACK PAINTED EA1874'SMOKE STACK AT THE MAIN PLANT OF THE FRY ROOFING CO. OF EA1874'MOREHEAD CITY, N.C. EA1874 EA1874 STATION RECOVERY (1967) EA1874 EA1874'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 EA1874'STATION IS THE CENTER OF THE LARGE, TALL, SINGLE, METAL, EA1874'BLACK SMOKE STACK. EA1874' EA1874'STATION IS LOCATED AT THE MAIN PLANT OF THE FRY ROOFING EA1874'COMPANY, WHICH IS LOCATED ON THE S SIDE OF U.S.HWY.70. IT EA1874'IS 78.8 FT W OF W SIDE OF FACTORY BUILDING, AND 78.8 FT E OF EA1874'E EDGE OF PAVED ROAD. EA1874' EA1874'TO REACH FROM W END OF BRIDGE ON HWY.70 TO THE FRY ROOFING EA1874'COMPANY AND STATION SITE. EA1874 EA1874 STATION RECOVERY (2003) EA1874 EA1874'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1874'NO SMOKESTACK REMAINS. NOW TRUMBULL OWENS CORNING. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1875 *********************************************************************** EA1875 DESIGNATION - MOREHEAD CITY FRY ROOF CO TK EA1875 PID - EA1875 EA1875 STATE/COUNTY- NC/CARTERET EA1875 USGS QUAD - BEAUFORT (1987) EA1875 EA1875 *CURRENT SURVEY CONTROL EA1875 ___________________________________________________________________ EA1875* NAD 83(1986)- 34 43 08.20895(N) 076 42 05.08356(W) ADJUSTED EA1875* NAVD 88 - EA1875 ___________________________________________________________________ EA1875 LAPLACE CORR- -0.63 (seconds) DEFLEC99 EA1875 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1875 EA1875 HORZ ORDER - THIRD EA1875 EA1875.The North Carolina/South Carolina HARNS have been completed but, EA1875.due to contractual restrictions, coordinates for these stations EA1875.will NOT be published in the near future. In the interim, the EA1875.published coordinates in North and South Carolina will not be EA1875.consistent with the Continuously Operating Reference Stations EA1875.(CORS). The HARN coordinates for these stations are available EA1875.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1875.Lapine(803-896-7700). EA1875. EA1875.In addition, the published North and South Carolina positions EA1875.(NAD 83 (1986)) are NOT consistent with those determined in EA1875.adjacent state readjustments. The discontinuity between stations EA1875.located in North or South Carolina and those in adjacent states EA1875.which have been adjusted to the HARN may be as much as 5 EA1875.decimeters. This will result in a significant loss of accuracy EA1875.over lines crossing such state borders. EA1875 EA1875 EA1875.The horizontal coordinates were established by classical geodetic methods EA1875.and adjusted by the National Geodetic Survey in July 1986. EA1875 EA1875 EA1875.The Laplace correction was computed from DEFLEC99 derived deflections. EA1875 EA1875.The geoid height was determined by GEOID99. EA1875 EA1875; North East Units Scale Converg. EA1875;SPC NC - 109,923.686 820,113.452 MT 0.99991554 +1 19 36.0 EA1875;UTM 18 - 3,843,193.767 344,206.231 MT 0.99989916 -0 58 09.3 EA1875 EA1875 SUPERSEDED SURVEY CONTROL EA1875 EA1875 NAD 27 - 34 43 07.63209(N) 076 42 06.33067(W) AD( ) 3 EA1875 EA1875.Superseded values are not recommended for survey control. EA1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1875.See file dsdata.txt to determine how the superseded data were derived. EA1875 EA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4420643194(NAD 83) EA1875_MARKER: 53 = ELEVATED TANK EA1875 EA1875 HISTORY - Date Condition Report By EA1875 HISTORY - 1952 FIRST OBSERVED CGS EA1875 HISTORY - 1967 GOOD CGS EA1875 HISTORY - 1973 GOOD NGS EA1875 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1875 EA1875 STATION DESCRIPTION EA1875 EA1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCT) EA1875'STATION IS ON SOUTH SIDE OF U.S. HIGHWAY NO. 70 ABOUT 1/4 MILE EA1875'WEST OF THE WEST END OF LONG BRIDGE BETWEEN MOREHEAD CITY EA1875'AND BEAUFORT, N.C. EA1875' EA1875'STATION IS THE PEAK OF ELEVATED STEEL WATER TANK ON THE EA1875'PROPERTY OF AND BELONGING TO THE FRY ROOFING CO. OF MOREHEAD EA1875'CITY, N.C. TANK IS PAINTED A BRIGHT ORANGE (1952). EA1875 EA1875 STATION RECOVERY (1967) EA1875 EA1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK) EA1875'STATION WAS RECOVERED AS DESCRIBED EXCEPT TANK IS NOW PAINTED EA1875'SILVER WITH THE LETTERS LLOYD A. FRY ROOFING COMPANY PAINTED EA1875'IN BLACK ON TWO SIDES. EA1875 EA1875 STATION RECOVERY (1973) EA1875 EA1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1875'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. EA1875 EA1875 STATION RECOVERY (2003) EA1875 EA1875'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1875'TANK REMOVED. FRY ROOFING COMPANY SITE NOW MOREHEAD CITY PORT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1877 *********************************************************************** EA1877 DESIGNATION - MOREHEAD CITY HOMERS HSE CHIM EA1877 PID - EA1877 EA1877 STATE/COUNTY- NC/CARTERET EA1877 USGS QUAD - BEAUFORT (1987) EA1877 EA1877 *CURRENT SURVEY CONTROL EA1877 ___________________________________________________________________ EA1877* NAD 83(1986)- 34 43 19.12116(N) 076 43 01.34728(W) ADJUSTED EA1877* NAVD 88 - EA1877 ___________________________________________________________________ EA1877 LAPLACE CORR- -0.50 (seconds) DEFLEC99 EA1877 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1877 EA1877 HORZ ORDER - THIRD EA1877 EA1877.The North Carolina/South Carolina HARNS have been completed but, EA1877.due to contractual restrictions, coordinates for these stations EA1877.will NOT be published in the near future. In the interim, the EA1877.published coordinates in North and South Carolina will not be EA1877.consistent with the Continuously Operating Reference Stations EA1877.(CORS). The HARN coordinates for these stations are available EA1877.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1877.Lapine(803-896-7700). EA1877. EA1877.In addition, the published North and South Carolina positions EA1877.(NAD 83 (1986)) are NOT consistent with those determined in EA1877.adjacent state readjustments. The discontinuity between stations EA1877.located in North or South Carolina and those in adjacent states EA1877.which have been adjusted to the HARN may be as much as 5 EA1877.decimeters. This will result in a significant loss of accuracy EA1877.over lines crossing such state borders. EA1877 EA1877 EA1877.The horizontal coordinates were established by classical geodetic methods EA1877.and adjusted by the National Geodetic Survey in July 1986. EA1877 EA1877 EA1877.The Laplace correction was computed from DEFLEC99 derived deflections. EA1877 EA1877.The geoid height was determined by GEOID99. EA1877 EA1877; North East Units Scale Converg. EA1877;SPC NC - 110,226.803 818,674.635 MT 0.99991505 +1 19 03.6 EA1877;UTM 18 - 3,843,554.275 342,780.731 MT 0.99990466 -0 58 41.6 EA1877 EA1877 SUPERSEDED SURVEY CONTROL EA1877 EA1877 NAD 27 - 34 43 18.54600(N) 076 43 02.58900(W) AD( ) 3 EA1877 EA1877.Superseded values are not recommended for survey control. EA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1877.See file dsdata.txt to determine how the superseded data were derived. EA1877 EA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4278143554(NAD 83) EA1877_MARKER: 85 = CHIMNEY EA1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1877+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1877 EA1877 HISTORY - Date Condition Report By EA1877 HISTORY - 1933 FIRST OBSERVED CGS EA1877 HISTORY - 1948 GOOD CGS EA1877 HISTORY - 1967 GOOD USE EA1877 HISTORY - 20030202 GOOD USPSQD EA1877 EA1877 STATION DESCRIPTION EA1877 EA1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EA1877'THERE IS NO ORIGINAL DESCRIPTION OF THIS STATION, BUT A PLOTTED EA1877'POSITION SHOWS THIS STATION TO BE THE E CHIMNEY OF A 2-1/2-STORY EA1877'WHITE HOUSE WHICH IS LOCATED ON THE CORNER OF ARINDELL AND EA1877'NORTH ELEVENTH STREETS IN MOREHEAD CITY. THIS HOUSE IS ONE OF EA1877'THE TALLEST IN THIS AREA AND IT IS BELIEVED TO BE THE HOUSE ON EA1877'WHICH THE STATION OR CHIMNEY IS LOCATED. THE HOUSE IS IN GOOD EA1877'CONDITION AND HAS NOT BEEN DISTURBED SINCE 1927. EA1877 EA1877 STATION RECOVERY (1967) EA1877 EA1877'RECOVERY NOTE BY US ENGINEERS 1967 EA1877'STATION IS THE E CHIMNEY OF A 2-1/2 STORY WHITE HOUSE. EA1877' EA1877'STATION IS LOCATED ON THE NW CORNER OF ARINDELL AND N ELEVENTH EA1877'STS. IN MOREHEAD CITY. EA1877' EA1877'TO REACH GO TO MOREHEAD CITY AND PROCEED TO THE INTERSECTION OF EA1877'ARINDELL AND N ELEVENTH STS. AND STATION SITE. EA1877 EA1877 STATION RECOVERY (2003) EA1877 EA1877'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1877'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1878 *********************************************************************** EA1878 DESIGNATION - MOREHEAD CITY PORT TERM NE TK EA1878 PID - EA1878 EA1878 STATE/COUNTY- NC/CARTERET EA1878 USGS QUAD - BEAUFORT (1987) EA1878 EA1878 *CURRENT SURVEY CONTROL EA1878 ___________________________________________________________________ EA1878* NAD 83(1986)- 34 43 07.61117(N) 076 41 45.99458(W) ADJUSTED EA1878* NAVD 88 - EA1878 ___________________________________________________________________ EA1878 LAPLACE CORR- -0.67 (seconds) DEFLEC99 EA1878 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1878 EA1878 HORZ ORDER - THIRD EA1878 EA1878.The North Carolina/South Carolina HARNS have been completed but, EA1878.due to contractual restrictions, coordinates for these stations EA1878.will NOT be published in the near future. In the interim, the EA1878.published coordinates in North and South Carolina will not be EA1878.consistent with the Continuously Operating Reference Stations EA1878.(CORS). The HARN coordinates for these stations are available EA1878.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1878.Lapine(803-896-7700). EA1878. EA1878.In addition, the published North and South Carolina positions EA1878.(NAD 83 (1986)) are NOT consistent with those determined in EA1878.adjacent state readjustments. The discontinuity between stations EA1878.located in North or South Carolina and those in adjacent states EA1878.which have been adjusted to the HARN may be as much as 5 EA1878.decimeters. This will result in a significant loss of accuracy EA1878.over lines crossing such state borders. EA1878 EA1878 EA1878.The horizontal coordinates were established by classical geodetic methods EA1878.and adjusted by the National Geodetic Survey in July 1986. EA1878 EA1878 EA1878.The Laplace correction was computed from DEFLEC99 derived deflections. EA1878 EA1878.The geoid height was determined by GEOID99. EA1878 EA1878; North East Units Scale Converg. EA1878;SPC NC - 109,916.530 820,599.412 MT 0.99991556 +1 19 47.1 EA1878;UTM 18 - 3,843,167.148 344,691.506 MT 0.99989730 -0 57 58.4 EA1878 EA1878 SUPERSEDED SURVEY CONTROL EA1878 EA1878 NAD 27 - 34 43 07.03255(N) 076 41 47.24106(W) AD( ) 3 EA1878 EA1878.Superseded values are not recommended for survey control. EA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1878.See file dsdata.txt to determine how the superseded data were derived. EA1878 EA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4469243167(NAD 83) EA1878_MARKER: 53 = ELEVATED TANK EA1878 EA1878 HISTORY - Date Condition Report By EA1878 HISTORY - 1943 FIRST OBSERVED CGS EA1878 HISTORY - 1943 GOOD CGS EA1878 HISTORY - 1960 GOOD CGS EA1878 HISTORY - 1962 GOOD CGS EA1878 HISTORY - 1967 GOOD AMS EA1878 HISTORY - 1988 GOOD USPSQD EA1878 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1878 EA1878 STATION DESCRIPTION EA1878 EA1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1878'THE STATION IS THE CENTER OF THE 100 FOOT STEEL WATER TANK AT EA1878'THE MOREHEAD CITY PORT TERMINAL. THE PORT TERMINAL IS AT THE EA1878'EAST END OF MOREHEAD CITY AND JUST SOUTH OF THE WEST END OF EA1878'THE BRIDGE TO BEAUFORT. EA1878 EA1878 STATION RECOVERY (1943) EA1878 EA1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JCT) EA1878'STATION IS LOCATED ABOUT 150 METERS SOUTH OF THE WEST END OF EA1878'LONG HIGHWAY BRIDGE BETWEEN MOREHEAD CITY AND BEAUFORT, EA1878'N.C. (U.S. HIGHWAY NO. 70). EA1878' EA1878'STATION IS THE PEAK OF THE ELEVATED STEEL WATER TANK NEAR THE EA1878'MAIN OFFICE OF THE MOREHEAD CITY PORT TERMINAL. TANK IS EA1878'PAINTED SILVER (1952). EA1878 EA1878 STATION RECOVERY (1960) EA1878 EA1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KAM) EA1878'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL EA1878'DESCRIPTION IS ADEQUATE, EXCEPT THAT A RED FLASHING LIGHT HAS EA1878'BEEN ADDED TO THE TOP OF THE TANK. A MORE CYLINDRICAL TANK EA1878'WAS BUILT IN 1959 JUST TO THE SOUTHWEST OF THE STATION ON EA1878'THE SAME PROPERTY. EA1878 EA1878 STATION RECOVERY (1962) EA1878 EA1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1878'STATION RECOVERED AS DESCRIBED IN 1952. THIS TANK SHOULD NOT EA1878'BE CONFUSED WITH A TALLER PORT TERMINAL TANK ABOUT 1/4 MILE EA1878'SOUTHWEST. EA1878 EA1878 STATION RECOVERY (1967) EA1878 EA1878'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 EA1878'STATION IS THE PEAK OF THE ELEVATED, SILVER, STEEL WATER TANK EA1878'NEAR THE MAIN OFFICE OF THE N.C. STATE PORT AUTHORITY. EA1878' EA1878'STATION IS LOCATED ABOUT 494 FT S OF THE W END OF THE EA1878'U.S. HIGHWAY 70 BRIDGE BETWEEN MOREHEAD CITY AND BEAUFORT, EA1878'65.6 FT E OF EDGE OF DIRT ROAD RUNNING N AND S, 32.8 FT N OF EA1878'EDGE OF DIRT ROAD RUNNING E AND W, AND 65.6 FT S-SE OF SE EA1878'CORNER OF THE N.C. PORT AUTHORITY BUILDING. EA1878' EA1878'TO REACH FROM THE W END OF THE HWY.70 BRIDGE BETWEEN EA1878'MOREHEAD CITY AND BEAUFORT PROCEED S ON DIRT ROAD 492 FT TO EA1878'STATION SITE ON LEFT. EA1878 EA1878 STATION RECOVERY (1988) EA1878 EA1878'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1878'RECOVERED IN GOOD CONDITION. EA1878 EA1878 STATION RECOVERY (2003) EA1878 EA1878'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1878'TANK HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1879 *********************************************************************** EA1879 DESIGNATION - MOREHEAD CITY PORT TERM SW TK EA1879 PID - EA1879 EA1879 STATE/COUNTY- NC/CARTERET EA1879 USGS QUAD - BEAUFORT (1987) EA1879 EA1879 *CURRENT SURVEY CONTROL EA1879 ___________________________________________________________________ EA1879* NAD 83(1986)- 34 43 00.80960(N) 076 41 57.92506(W) ADJUSTED EA1879* NAVD 88 - EA1879 ___________________________________________________________________ EA1879 LAPLACE CORR- -0.65 (seconds) DEFLEC99 EA1879 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1879 EA1879 HORZ ORDER - THIRD EA1879 EA1879.The North Carolina/South Carolina HARNS have been completed but, EA1879.due to contractual restrictions, coordinates for these stations EA1879.will NOT be published in the near future. In the interim, the EA1879.published coordinates in North and South Carolina will not be EA1879.consistent with the Continuously Operating Reference Stations EA1879.(CORS). The HARN coordinates for these stations are available EA1879.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1879.Lapine(803-896-7700). EA1879. EA1879.In addition, the published North and South Carolina positions EA1879.(NAD 83 (1986)) are NOT consistent with those determined in EA1879.adjacent state readjustments. The discontinuity between stations EA1879.located in North or South Carolina and those in adjacent states EA1879.which have been adjusted to the HARN may be as much as 5 EA1879.decimeters. This will result in a significant loss of accuracy EA1879.over lines crossing such state borders. EA1879 EA1879 EA1879.The horizontal coordinates were established by classical geodetic methods EA1879.and adjusted by the National Geodetic Survey in July 1986. EA1879 EA1879 EA1879.The Laplace correction was computed from DEFLEC99 derived deflections. EA1879 EA1879.The geoid height was determined by GEOID99. EA1879 EA1879; North East Units Scale Converg. EA1879;SPC NC - 109,699.972 820,300.813 MT 0.99991587 +1 19 40.2 EA1879;UTM 18 - 3,842,962.730 344,384.477 MT 0.99989848 -0 58 05.0 EA1879 EA1879 SUPERSEDED SURVEY CONTROL EA1879 EA1879 NAD 27 - 34 43 00.23059(N) 076 41 59.16761(W) AD( ) 3 EA1879 EA1879.Superseded values are not recommended for survey control. EA1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1879.See file dsdata.txt to determine how the superseded data were derived. EA1879 EA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4438442963(NAD 83) EA1879_MARKER: 53 = ELEVATED TANK EA1879 EA1879 HISTORY - Date Condition Report By EA1879 HISTORY - 1962 FIRST OBSERVED CGS EA1879 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1879 EA1879 STATION DESCRIPTION EA1879 EA1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1879'STATION IS LOCATED ABOUT 1/4 MILE S.W. OF WEST END OF THE EA1879'LONG HIGHWAY BRIDGE BETWEEN MOREHEAD CITY AND BEAUFORT, N.C. EA1879' EA1879'INTERSECTION POINT IS A SMALL BALL AT TOP OF TANK. STATION EA1879'IS ON PORT TERMINAL GROUNDS, THE TANK BEING ABOUT 130 FEET EA1879'HIGH, PAINTED SILVER AND MOUNTED ON FOUR STEEL LEGS. EA1879' EA1879'THIS IS THE TALLEST OF TWO PORT TERMINAL TANKS. EA1879 EA1879 STATION RECOVERY (2003) EA1879 EA1879'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1879'TANK HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1972 *********************************************************************** EA1972 DESIGNATION - MOREHEAD CITY SEC BASE OBS TWR EA1972 PID - EA1972 EA1972 STATE/COUNTY- NC/CARTERET EA1972 USGS QUAD - MANSFIELD (1994) EA1972 EA1972 *CURRENT SURVEY CONTROL EA1972 ___________________________________________________________________ EA1972* NAD 83(1986)- 34 43 23.90529(N) 076 45 14.66503(W) ADJUSTED EA1972* NAVD 88 - EA1972 ___________________________________________________________________ EA1972 LAPLACE CORR- -0.43 (seconds) DEFLEC99 EA1972 GEOID HEIGHT- -37.44 (meters) GEOID99 EA1972 EA1972 HORZ ORDER - THIRD EA1972 EA1972.The North Carolina/South Carolina HARNS have been completed but, EA1972.due to contractual restrictions, coordinates for these stations EA1972.will NOT be published in the near future. In the interim, the EA1972.published coordinates in North and South Carolina will not be EA1972.consistent with the Continuously Operating Reference Stations EA1972.(CORS). The HARN coordinates for these stations are available EA1972.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1972.Lapine(803-896-7700). EA1972. EA1972.In addition, the published North and South Carolina positions EA1972.(NAD 83 (1986)) are NOT consistent with those determined in EA1972.adjacent state readjustments. The discontinuity between stations EA1972.located in North or South Carolina and those in adjacent states EA1972.which have been adjusted to the HARN may be as much as 5 EA1972.decimeters. This will result in a significant loss of accuracy EA1972.over lines crossing such state borders. EA1972 EA1972 EA1972.The horizontal coordinates were established by classical geodetic methods EA1972.and adjusted by the National Geodetic Survey in July 1986. EA1972 EA1972 EA1972.The Laplace correction was computed from DEFLEC99 derived deflections. EA1972 EA1972.The geoid height was determined by GEOID99. EA1972 EA1972; North East Units Scale Converg. EA1972;SPC NC - 110,296.816 815,280.428 MT 0.99991484 +1 17 46.6 EA1972;UTM 18 - 3,843,760.195 339,392.065 MT 0.99991794 -0 59 57.7 EA1972 EA1972 SUPERSEDED SURVEY CONTROL EA1972 EA1972 NAD 27 - 34 43 23.32680(N) 076 45 15.90308(W) AD( ) 3 EA1972 EA1972.Superseded values are not recommended for survey control. EA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1972.See file dsdata.txt to determine how the superseded data were derived. EA1972 EA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3939243760(NAD 83) EA1972_MARKER: 55 = TOWER EA1972 EA1972 HISTORY - Date Condition Report By EA1972 HISTORY - 1943 FIRST OBSERVED CGS EA1972 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1972 EA1972 STATION DESCRIPTION EA1972 EA1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1972'THE STATION IS THE CENTER OF THE 50 FOOT OBSERVATION TOWER AT EA1972'THE MOREHEAD CITY NAVAL SECTION BASE. IT IS ABOUT 1.5 MILES EA1972'WEST OF THE CITY LIMITS OF MOREHEAD CITY. EA1972 EA1972 STATION RECOVERY (2003) EA1972 EA1972'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1972'TOWER NO LONGER EXISTS. PROPERTY NOW NC MARINE FISHERIES. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1882 *********************************************************************** EA1882 DESIGNATION - MOREHEAD CITY ST PORT TERM TK EA1882 PID - EA1882 EA1882 STATE/COUNTY- NC/CARTERET EA1882 USGS QUAD - BEAUFORT (1987) EA1882 EA1882 *CURRENT SURVEY CONTROL EA1882 ___________________________________________________________________ EA1882* NAD 83(1986)- 34 43 11.09514(N) 076 41 58.37651(W) ADJUSTED EA1882* NAVD 88 - EA1882 ___________________________________________________________________ EA1882 LAPLACE CORR- -0.64 (seconds) DEFLEC99 EA1882 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1882 EA1882 HORZ ORDER - THIRD EA1882 EA1882.The North Carolina/South Carolina HARNS have been completed but, EA1882.due to contractual restrictions, coordinates for these stations EA1882.will NOT be published in the near future. In the interim, the EA1882.published coordinates in North and South Carolina will not be EA1882.consistent with the Continuously Operating Reference Stations EA1882.(CORS). The HARN coordinates for these stations are available EA1882.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1882.Lapine(803-896-7700). EA1882. EA1882.In addition, the published North and South Carolina positions EA1882.(NAD 83 (1986)) are NOT consistent with those determined in EA1882.adjacent state readjustments. The discontinuity between stations EA1882.located in North or South Carolina and those in adjacent states EA1882.which have been adjusted to the HARN may be as much as 5 EA1882.decimeters. This will result in a significant loss of accuracy EA1882.over lines crossing such state borders. EA1882 EA1882 EA1882.The horizontal coordinates were established by classical geodetic methods EA1882.and adjusted by the National Geodetic Survey in July 1986. EA1882 EA1882 EA1882.The Laplace correction was computed from DEFLEC99 derived deflections. EA1882 EA1882.The geoid height was determined by GEOID99. EA1882 EA1882; North East Units Scale Converg. EA1882;SPC NC - 110,016.547 820,281.987 MT 0.99991541 +1 19 39.9 EA1882;UTM 18 - 3,843,279.799 344,378.348 MT 0.99989850 -0 58 05.5 EA1882 EA1882 SUPERSEDED SURVEY CONTROL EA1882 EA1882 NAD 27 - 34 43 10.51334(N) 076 41 59.61841(W) AD( ) 3 EA1882 EA1882.Superseded values are not recommended for survey control. EA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1882.See file dsdata.txt to determine how the superseded data were derived. EA1882 EA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4437843280(NAD 83) EA1882_MARKER: 51 = TANK EA1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1882+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1882 EA1882 HISTORY - Date Condition Report By EA1882 HISTORY - 1967 FIRST OBSERVED CGS EA1882 HISTORY - 1973 GOOD NGS EA1882 HISTORY - 1985 GOOD USPSQD EA1882 HISTORY - 19920507 GOOD NCGS EA1882 HISTORY - 20030202 GOOD USPSQD EA1882 EA1882 STATION DESCRIPTION EA1882 EA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (GMW) EA1882'LOCATED ON STATE PORT TERMINAL PROPERTY ABOUT 0.7 MILE EAST OF EA1882'THE MOREHEAD CITY POST OFFICE ON THE SOUTH SIDE OF U.S. HIGHWAY EA1882'70. IT IS A FREE STANDING SPHEROID TANK OF 500,000 GALLONS EA1882'CAPACITY, ABOUT 170 FEET HIGH, PAINTED SKY BLUE WITH THE EA1882'LETTERING STATE PORT TERMINAL ON TWO SIDES. POINT OBSERVED EA1882'WAS THE CENTER OF AN ACCESS COVER IN THE ROOF CENTER. A RED EA1882'AIRCRAFT WARNING LIGHT HAS SUBSEQUENTLY BEEN INSTALLED ON THE EA1882'EASTERN SIDE OF THE TOP. EA1882 EA1882 STATION RECOVERY (1973) EA1882 EA1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1882'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. EA1882 EA1882 STATION RECOVERY (1985) EA1882 EA1882'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1882'RECOVERED IN GOOD CONDITION. EA1882 EA1882 STATION RECOVERY (1992) EA1882 EA1882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA1882'RECOVERED AS DESCRIBED. EA1882 EA1882 STATION RECOVERY (2003) EA1882 EA1882'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1882'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1973 *********************************************************************** EA1973 DESIGNATION - MOREHEAD CITY VILLA HOTEL TK EA1973 PID - EA1973 EA1973 STATE/COUNTY- NC/CARTERET EA1973 USGS QUAD - MANSFIELD (1994) EA1973 EA1973 *CURRENT SURVEY CONTROL EA1973 ___________________________________________________________________ EA1973* NAD 83(1986)- 34 43 47.81932(N) 076 47 11.23169(W) ADJUSTED EA1973* NAVD 88 - EA1973 ___________________________________________________________________ EA1973 LAPLACE CORR- -0.43 (seconds) DEFLEC99 EA1973 GEOID HEIGHT- -37.43 (meters) GEOID99 EA1973 EA1973 HORZ ORDER - THIRD EA1973 EA1973.The North Carolina/South Carolina HARNS have been completed but, EA1973.due to contractual restrictions, coordinates for these stations EA1973.will NOT be published in the near future. In the interim, the EA1973.published coordinates in North and South Carolina will not be EA1973.consistent with the Continuously Operating Reference Stations EA1973.(CORS). The HARN coordinates for these stations are available EA1973.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1973.Lapine(803-896-7700). EA1973. EA1973.In addition, the published North and South Carolina positions EA1973.(NAD 83 (1986)) are NOT consistent with those determined in EA1973.adjacent state readjustments. The discontinuity between stations EA1973.located in North or South Carolina and those in adjacent states EA1973.which have been adjusted to the HARN may be as much as 5 EA1973.decimeters. This will result in a significant loss of accuracy EA1973.over lines crossing such state borders. EA1973 EA1973 EA1973.The horizontal coordinates were established by classical geodetic methods EA1973.and adjusted by the National Geodetic Survey in July 1986. EA1973 EA1973 EA1973.The Laplace correction was computed from DEFLEC99 derived deflections. EA1973 EA1973.The geoid height was determined by GEOID99. EA1973 EA1973; North East Units Scale Converg. EA1973;SPC NC - 110,966.887 812,299.207 MT 0.99991378 +1 16 39.3 EA1973;UTM 18 - 3,844,549.149 336,440.049 MT 0.99992973 -1 01 04.7 EA1973 EA1973 SUPERSEDED SURVEY CONTROL EA1973 EA1973 NAD 27 - 34 43 47.23645(N) 076 47 12.46309(W) AD( ) 3 EA1973 EA1973.Superseded values are not recommended for survey control. EA1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1973.See file dsdata.txt to determine how the superseded data were derived. EA1973 EA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3644044549(NAD 83) EA1973_MARKER: 53 = ELEVATED TANK EA1973 EA1973 HISTORY - Date Condition Report By EA1973 HISTORY - 1927 FIRST OBSERVED CGS EA1973 HISTORY - 1943 GOOD CGS EA1973 HISTORY - 1946 GOOD CGS EA1973 HISTORY - 1952 GOOD CGS EA1973 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1973 EA1973 STATION DESCRIPTION EA1973 EA1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1973'CENTER OF HOTEL VILLA WATER TANK, ABOUT ONE-FOURTH MILE N OF EA1973'VILLA HOTEL WHICH IS ABOUT 4 MILES W OF MOREHEAD CITY. THERE EA1973'ARE NO SURFACE, UNDERGROUND, OR REFERENCE MARKS. EA1973 EA1973 STATION RECOVERY (1943) EA1973 EA1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1973'THE STATION IS THE CENTER OF THE WATER TANK, ABOUT 0.25 MILE N EA1973'OF THE VILLA HOTEL AND ABOUT 4 MILES W OF MOREHEAD CITY. THE EA1973'TANK IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED SKELETON EA1973'STEEL STRUCTURE. IT IS ABOUT 90 FEET HIGH. EA1973 EA1973 STATION RECOVERY (1946) EA1973 EA1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1973'STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL EA1973'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--THE EA1973'VILLA HOTEL IS NOW A PRIVATE CLUB NAMED BOGUE SOUND CLUB. EA1973 EA1973 STATION RECOVERY (1952) EA1973 EA1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CRR) EA1973'THE STATION WAS RECOVERED AS DESCRIBED. EA1973 EA1973 STATION RECOVERY (2003) EA1973 EA1973'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1973'LOCATION IS NOW A RESIDENTIAL SUBDIVISION. NO WATER TANK EXISTS AT EA1973'THIS LOCATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI6244 *********************************************************************** AI6244 PACS - This is a Primary Airport Control Station. AI6244 DESIGNATION - MRH A AI6244 PID - AI6244 AI6244 STATE/COUNTY- NC/CARTERET AI6244 USGS QUAD - BEAUFORT (1987) AI6244 AI6244 *CURRENT SURVEY CONTROL AI6244 ___________________________________________________________________ AI6244* NAD 83(2001)- 34 44 06.41999(N) 076 39 55.16263(W) ADJUSTED AI6244* NAVD 88 - 1.224 (meters) 4.02 (feet) ADJUSTED AI6244 ___________________________________________________________________ AI6244 X - 1,210,206.475 (meters) COMP AI6244 Y - -5,105,729.024 (meters) COMP AI6244 Z - 3,613,736.039 (meters) COMP AI6244 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AI6244 ELLIP HEIGHT- -36.27 (meters) (02/10/03) GPS OBS AI6244 GEOID HEIGHT- -37.48 (meters) GEOID99 AI6244 DYNAMIC HT - 1.223 (meters) 4.01 (feet) COMP AI6244 MODELED GRAV- 979,715.3 (mgal) NAVD 88 AI6244 AI6244 HORZ ORDER - B AI6244 VERT ORDER - SECOND CLASS II AI6244 ELLP ORDER - FOURTH CLASS II AI6244 AI6244.This mark is at Michael J Smith Fld Airport (MRH) AI6244 AI6244.The North Carolina/South Carolina HARNS have been completed but, AI6244.due to contractual restrictions, coordinates for these stations AI6244.will NOT be published in the near future. In the interim, the AI6244.published coordinates in North and South Carolina will not be AI6244.consistent with the Continuously Operating Reference Stations AI6244.(CORS). The HARN coordinates for these stations are available AI6244.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI6244.Lapine(803-896-7700). AI6244. AI6244.In addition, the published North and South Carolina positions AI6244.(NAD 83 (1986)) are NOT consistent with those determined in AI6244.adjacent state readjustments. The discontinuity between stations AI6244.located in North or South Carolina and those in adjacent states AI6244.which have been adjusted to the HARN may be as much as 5 AI6244.decimeters. This will result in a significant loss of accuracy AI6244.over lines crossing such state borders. AI6244 AI6244 AI6244.The horizontal coordinates were established by GPS observations AI6244.and adjusted by the National Geodetic Survey in February 2003. AI6244.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI6244.DATUM ITEM on the data sheet items page. AI6244 AI6244.The orthometric height was determined by differential leveling AI6244.and adjusted by the National Geodetic Survey in August 2000. AI6244 AI6244.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6244 AI6244.The Laplace correction was computed from DEFLEC99 derived deflections. AI6244 AI6244.The ellipsoidal height was determined by GPS observations AI6244.and is referenced to NAD 83. AI6244 AI6244.The geoid height was determined by GEOID99. AI6244 AI6244.The dynamic height is computed by dividing the NAVD 88 AI6244.geopotential number by the normal gravity value computed on the AI6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6244.degrees latitude (g = 980.6199 gals.). AI6244 AI6244.The modeled gravity was interpolated from observed gravity values. AI6244 AI6244; North East Units Scale Converg. AI6244;SPC NC - 111,793.967 823,375.830 MT 0.99991297 +1 20 51.0 AI6244;UTM 18 - 3,844,931.797 347,540.853 MT 0.99988649 -0 56 56.6 AI6244 AI6244 SUPERSEDED SURVEY CONTROL AI6244 AI6244 NAD 83(1995)- 34 44 06.42003(N) 076 39 55.16234(W) AD( ) B AI6244 ELLIP HT - -36.28 (m) (08/23/00) GP( ) 4 2 AI6244 AI6244.Superseded values are not recommended for survey control. AI6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI6244.See file dsdata.txt to determine how the superseded data were derived. AI6244 AI6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4754144932(NAD 83) AI6244_MARKER: I = METAL ROD AI6244_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AI6244_STAMPING: MRH A 1997 AI6244_MARK LOGO: NCGS AI6244_PROJECTION: FLUSH AI6244_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI6244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI6244+STABILITY: POSITION/ELEVATION WELL AI6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6244+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1996 AI6244_ROD/PIPE-DEPTH: 21.2 meters AI6244_SLEEVE-DEPTH : .5 meters AI6244 AI6244 HISTORY - Date Condition Report By AI6244 HISTORY - 1997 MONUMENTED NCGS AI6244 HISTORY - 19961211 GOOD NCGS AI6244 AI6244 STATION DESCRIPTION AI6244 AI6244'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AI6244'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH OF BEAUFORT AND 3.1 MI AI6244'(5.0 KM) EAST-NORTHEAST OF MOREHEAD CITY, AT THE MICHAEL J. SMITH AI6244'AIRPORT. PROCEED ALONG US 70 (CEDAR ST./LIVE OAK ST.) FOR 1.1 MI (1.8 AI6244'KM) EAST FROM THE CARTERET COUNTY COURTHOUSE IN BEAUFORT TO NC 101, AI6244'THENCE ALONG NC 101 FOR 0.7 MI (1.1 KM) NORTH TO SR 1212 (AIRPORT RD.) AI6244', THENCE ALONG SR 1212 FOR 0.2 MI (0.3 KM) WEST TO THE TERMINAL AI6244'BUILDING AND THE STATION BETWEEN RUNWAY 8 AND RUNWAY 14 IN THE AI6244'NORTHWESTERN QUADRANT. MARK IS ABOUT 2-FT LOWER THAN THE RUNWAYS AND AI6244'IS FLUSH WITH THE GROUND. LOCATED 251.5 FT (76.7 M) NORTH-NORTHWEST AI6244'OF THE CENTERLINE OF RUNWAY 8 AND 248.0 FT (75.6 M) WEST-SOUTHWEST OF AI6244'THE CENTERLINE OF RUNWAY 14. NOTE--THE SLEEVE DEPTH DOES NOT MEET THE AI6244'SPECIFICATIONS FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE AI6244'PRIMARY AIRPORT CONTROL STATION. AI6244 AI6244 STATION RECOVERY (1996) AI6244 AI6244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AI6244'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH OF BEAUFORT AND 3.1 MI AI6244'(5.0 KM) EAST-NORTHEAST OF MOREHEAD CITY, AT THE MICHAEL J. SMITH AI6244'AIRPORT. PROCEED ALONG US 70 (CEDAR ST./LIVE OAK ST.) FOR 1.1 MI (1.8 AI6244'KM) EAST FROM THE CARTERET COUNTY COURTHOUSE IN BEAUFORT TO NC 101, AI6244'THENCE ALONG NC 101 FOR 0.7 MI (1.1 KM) NORTH TO SR 1212 (AIRPORT RD.) AI6244', THENCE ALONG SR 1212 FOR 0.2 MI (0.3 KM) WEST TO THE TERMINAL AI6244'BUILDING AND THE STATION BETWEEN RUNWAY 8 AND RUNWAY 14 IN THE AI6244'NORTHWESTERN QUADRANT. MARK IS ABOUT 2-FT LOWER THAN THE RUNWAYS AND AI6244'IS FLUSH WITH THE GROUND. LOCATED 251.5 FT (76.7 M) NORTH-NORTHWEST AI6244'OF THE CENTERLINE OF RUNWAY 8 AND 248.0 FT (75.6 M) WEST-SOUTHWEST OF AI6244'THE CENTERLINE OF RUNWAY 14. THIS STATION IS DESIGNATED AS THE PRIMARY AI6244'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI6245 *********************************************************************** AI6245 SACS - This is a Secondary Airport Control Station. AI6245 DESIGNATION - MRH B AI6245 PID - AI6245 AI6245 STATE/COUNTY- NC/CARTERET AI6245 USGS QUAD - BEAUFORT (1987) AI6245 AI6245 *CURRENT SURVEY CONTROL AI6245 ___________________________________________________________________ AI6245* NAD 83(2001)- 34 43 53.52536(N) 076 39 38.13929(W) ADJUSTED AI6245* NAVD 88 - 1.912 (meters) 6.27 (feet) ADJUSTED AI6245 ___________________________________________________________________ AI6245 X - 1,210,680.219 (meters) COMP AI6245 Y - -5,105,849.964 (meters) COMP AI6245 Z - 3,613,409.883 (meters) COMP AI6245 LAPLACE CORR- -0.90 (seconds) DEFLEC99 AI6245 ELLIP HEIGHT- -35.58 (meters) (02/10/03) GPS OBS AI6245 GEOID HEIGHT- -37.48 (meters) GEOID99 AI6245 DYNAMIC HT - 1.910 (meters) 6.27 (feet) COMP AI6245 MODELED GRAV- 979,715.8 (mgal) NAVD 88 AI6245 AI6245 HORZ ORDER - FIRST AI6245 VERT ORDER - SECOND CLASS II AI6245 ELLP ORDER - FOURTH CLASS II AI6245 AI6245.This mark is at Michael J Smith Fld Airport (MRH) AI6245 AI6245.The North Carolina/South Carolina HARNS have been completed but, AI6245.due to contractual restrictions, coordinates for these stations AI6245.will NOT be published in the near future. In the interim, the AI6245.published coordinates in North and South Carolina will not be AI6245.consistent with the Continuously Operating Reference Stations AI6245.(CORS). The HARN coordinates for these stations are available AI6245.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI6245.Lapine(803-896-7700). AI6245. AI6245.In addition, the published North and South Carolina positions AI6245.(NAD 83 (1986)) are NOT consistent with those determined in AI6245.adjacent state readjustments. The discontinuity between stations AI6245.located in North or South Carolina and those in adjacent states AI6245.which have been adjusted to the HARN may be as much as 5 AI6245.decimeters. This will result in a significant loss of accuracy AI6245.over lines crossing such state borders. AI6245 AI6245 AI6245.The horizontal coordinates were established by GPS observations AI6245.and adjusted by the National Geodetic Survey in February 2003. AI6245.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI6245.DATUM ITEM on the data sheet items page. AI6245 AI6245.The orthometric height was determined by differential leveling AI6245.and adjusted by the National Geodetic Survey in August 2000. AI6245 AI6245.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6245 AI6245.The Laplace correction was computed from DEFLEC99 derived deflections. AI6245 AI6245.The ellipsoidal height was determined by GPS observations AI6245.and is referenced to NAD 83. AI6245 AI6245.The geoid height was determined by GEOID99. AI6245 AI6245.The dynamic height is computed by dividing the NAVD 88 AI6245.geopotential number by the normal gravity value computed on the AI6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6245.degrees latitude (g = 980.6199 gals.). AI6245 AI6245.The modeled gravity was interpolated from observed gravity values. AI6245 AI6245; North East Units Scale Converg. AI6245;SPC NC - 111,406.951 823,818.096 MT 0.99991353 +1 21 00.8 AI6245;UTM 18 - 3,844,527.381 347,967.244 MT 0.99988489 -0 56 46.6 AI6245 AI6245 SUPERSEDED SURVEY CONTROL AI6245 AI6245 NAD 83(1995)- 34 43 53.52540(N) 076 39 38.13899(W) AD( ) 1 AI6245 ELLIP HT - -35.60 (m) (08/23/00) GP( ) 4 2 AI6245 AI6245.Superseded values are not recommended for survey control. AI6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI6245.See file dsdata.txt to determine how the superseded data were derived. AI6245 AI6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4796744527(NAD 83) AI6245_MARKER: DH = HORIZONTAL CONTROL DISK AI6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI6245_STAMPING: MRH B 1997 AI6245_MARK LOGO: NCGS AI6245_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI6245+STABILITY: SURFACE MOTION AI6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6245+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1996 AI6245 AI6245 HISTORY - Date Condition Report By AI6245 HISTORY - 1997 MONUMENTED NCGS AI6245 HISTORY - 19961211 GOOD NCGS AI6245 AI6245 STATION DESCRIPTION AI6245 AI6245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AI6245'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF BEAUFORT AND 3.3 MI AI6245'(5.3 KM) EAST-NORTHEAST OF MOREHEAD CITY, AT THE MICHEAL J. SMITH AI6245'AIRPORT. PROCEED ALONG US 70 (CEDAR ST./LIVE OAK ST.) FOR 1.1 MI (1.8 AI6245'KM) EAST FROM THE CARTERET COUNTY COURTHOUSE IN BEAUFORT TO NC 101, AI6245'THENCE ALONG NC 101 FOR 0.7 MI (1.1 KM) NORTH TO SR 1212 (AIRPORT RD.) AI6245', THENCE ALONG SR 1212 FOR 0.2 MI. (0.3 KM) WEST TO THE TERMINAL AI6245'BUILDING AND THE STATION, IN THE WESTERN QUADRANT OF RUNWAY 3/21 AND AI6245'RUNWAY 14/32. MARK IS ABOUT 2-FT LOWER THAN THE RUNWAYS AND IS AI6245'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 248.0 FT (75.6 M) AI6245'WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32 AND 276.0 FT (84.1 M) AI6245'WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3/21. THIS STATION IS AI6245'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. AI6245 AI6245 STATION RECOVERY (1996) AI6245 AI6245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AI6245'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF BEAUFORT AND 3.3 MI AI6245'(5.3 KM) EAST-NORTHEAST OF MOREHEAD CITY, AT THE MICHEAL J. SMITH AI6245'AIRPORT. PROCEED ALONG US 70 (CEDAR ST./LIVE OAK ST.) FOR 1.1 MI (1.8 AI6245'KM) EAST FROM THE CARTERET COUNTY COURTHOUSE IN BEAUFORT TO NC 101, AI6245'THENCE ALONG NC 101 FOR 0.7 MI (1.1 KM) NORTH TO SR 1212 (AIRPORT RD.) AI6245', THENCE ALONG SR 1212 FOR 0.2 MI. (0.3 KM) WEST TO THE TERMINAL AI6245'BUILDING AND THE STATION, IN THE WESTERN QUADRANT OF RUNWAY 3/21 AND AI6245'RUNWAY 14/32. MARK IS ABOUT 2-FT LOWER THAN THE RUNWAYS AND IS AI6245'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 248.0 FT (75.6 M) AI6245'WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32 AND 276.0 FT (84.1 M) AI6245'WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3/21. THIS STATION IS AI6245'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0173 *********************************************************************** EA0173 TIDAL BM - This is a Tidal Bench Mark. EA0173 DESIGNATION - N 103 EA0173 PID - EA0173 EA0173 STATE/COUNTY- NC/CARTERET EA0173 USGS QUAD - BEAUFORT (1987) EA0173 EA0173 *CURRENT SURVEY CONTROL EA0173 ___________________________________________________________________ EA0173* NAD 83(1986)- 34 42 40.70977(N) 076 44 12.97801(W) ADJUSTED EA0173* NAVD 88 - 2.817 (meters) 9.24 (feet) ADJUSTED EA0173 ___________________________________________________________________ EA0173 LAPLACE CORR- -0.41 (seconds) DEFLEC99 EA0173 GEOID HEIGHT- -37.44 (meters) GEOID99 EA0173 DYNAMIC HT - 2.814 (meters) 9.23 (feet) COMP EA0173 MODELED GRAV- 979,708.4 (mgal) NAVD 88 EA0173 EA0173 HORZ ORDER - FIRST EA0173 VERT ORDER - SECOND CLASS 0 EA0173 EA0173.The North Carolina/South Carolina HARNS have been completed but, EA0173.due to contractual restrictions, coordinates for these stations EA0173.will NOT be published in the near future. In the interim, the EA0173.published coordinates in North and South Carolina will not be EA0173.consistent with the Continuously Operating Reference Stations EA0173.(CORS). The HARN coordinates for these stations are available EA0173.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0173.Lapine(803-896-7700). EA0173. EA0173.In addition, the published North and South Carolina positions EA0173.(NAD 83 (1986)) are NOT consistent with those determined in EA0173.adjacent state readjustments. The discontinuity between stations EA0173.located in North or South Carolina and those in adjacent states EA0173.which have been adjusted to the HARN may be as much as 5 EA0173.decimeters. This will result in a significant loss of accuracy EA0173.over lines crossing such state borders. EA0173 EA0173 EA0173.The horizontal coordinates were established by GPS observations EA0173.and adjusted by the National Geodetic Survey in March 1997. EA0173 EA0173.The orthometric height was determined by differential leveling EA0173.and adjusted by the National Geodetic Survey in May 1997. EA0173 EA0173.This Tidal Bench Mark is designated as VM 14918 EA0173.by the Center for Operational Oceanographic Products and Services. EA0173 EA0173.This Tidal Bench Mark is designated as VM 14961 EA0173.by the Center for Operational Oceanographic Products and Services. EA0173 EA0173.The Laplace correction was computed from DEFLEC99 derived deflections. EA0173 EA0173.The geoid height was determined by GEOID99. EA0173 EA0173.The dynamic height is computed by dividing the NAVD 88 EA0173.geopotential number by the normal gravity value computed on the EA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0173.degrees latitude (g = 980.6199 gals.). EA0173 EA0173.The modeled gravity was interpolated from observed gravity values. EA0173 EA0173; North East Units Scale Converg. EA0173;SPC NC - 109,001.825 816,879.725 MT 0.99991678 +1 18 22.2 EA0173;UTM 18 - 3,842,402.186 340,938.208 MT 0.99991185 -0 59 21.5 EA0173 EA0173: Primary Azimuth Mark Grid Az EA0173:SPC NC - MOREHEAD CITY CAROLINA TT TWR 061 16 48.7 EA0173:UTM 18 - MOREHEAD CITY CAROLINA TT TWR 063 34 32.4 EA0173 EA0173|---------------------------------------------------------------------| EA0173| PID Reference Object Distance Geod. Az | EA0173| dddmmss.s | EA0173| EA1869 MOREHEAD CITY CAROLINA TT TWR APPROX. 2.3 KM 0623510.9 | EA0173| EA1882 MOREHEAD CITY ST PORT TERM TK APPROX. 3.6 KM 0744156.9 | EA0173| AC7530 CARTERET CO COURTHOUSE TOWER APPROX. 6.9 KM 0821237.3 | EA0173| AC7531 ATLANTIC BEACH EAST TANK APPROX. 1.3 KM 1831902.9 | EA0173|---------------------------------------------------------------------| EA0173 EA0173 SUPERSEDED SURVEY CONTROL EA0173 EA0173 NGVD 29 - 3.175 (m) 10.42 (f) ADJ UNCH 2 0 EA0173 EA0173.Superseded values are not recommended for survey control. EA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0173.See file dsdata.txt to determine how the superseded data were derived. EA0173 EA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4093842402(NAD 83) EA0173_MARKER: DB = BENCH MARK DISK EA0173_SETTING: 37 = SET IN TOP OF WING WALL EA0173_STAMPING: N 103 1960 EA0173_MARK LOGO: CGS EA0173_MAGNETIC: N = NO MAGNETIC MATERIAL EA0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0173+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 EA0173 EA0173 HISTORY - Date Condition Report By EA0173 HISTORY - 1960 MONUMENTED CGS EA0173 HISTORY - 19890930 GOOD USPSQD EA0173 HISTORY - 19920507 GOOD NCGS EA0173 HISTORY - 20030205 GOOD USPSQD EA0173 EA0173 STATION DESCRIPTION EA0173 EA0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 EA0173'0.7 MI N FROM ATLANTIC BEACH. EA0173'ABOUT 0.7 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST EA0173'OFFICE AT ATLANTIC BEACH, ON TOP OF THE TOP STEP AT THE SOUTH END EA0173'OF THE WING WALL AT THE SOUTHEAST CORNER OF THE CONCRETE HIGHWAY EA0173'BRIDGE OVER BOGUE SOUND, 28 FEET EAST OF THE CENTER LINE OF EA0173'BRIDGE, 1 FOOT SOUTH OF THE SOUTH END OF THE GUARD-RAIL, AND EA0173'ABOUT LEVEL WITH THE BRIDGE FLOOR. NOTE-- THIS MARK CAN BE EA0173'REACHED BY GOING ABOUT 1.4 MILES WEST ALONG EVANS STREET FROM THE EA0173'CITY HALL AT MOREHEAD CITY, THENCE ABOUT 0.7 MILE SOUTH ACROSS THE EA0173'CONCRETE HIGHWAY BRIDGE OVER BOGUE SOUND. EA0173 EA0173 STATION RECOVERY (1989) EA0173 EA0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0173'RECOVERED IN GOOD CONDITION. EA0173 EA0173 STATION RECOVERY (1992) EA0173 EA0173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0173'BRIDGE NO LONGER CROSSES BOGUE SOUND--A NEW HIGH RISE BRIDGE HAS BEEN EA0173'CONSTRUCTED. PART OF OLD BRIDGE REMAINS WHICH CONTAINS THE EA0173'MARK.$ATLANTIC BEACH WEST TANK IS VISIBLE AND THE GRID AZIMUTH EA0173'IS--238-05-26-93.3. EA0173 EA0173 STATION RECOVERY (2003) EA0173 EA0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7459 *********************************************************************** AC7459 DESIGNATION - OCEAN AC7459 PID - AC7459 AC7459 STATE/COUNTY- NC/CARTERET AC7459 USGS QUAD - MANSFIELD (1994) AC7459 AC7459 *CURRENT SURVEY CONTROL AC7459 ___________________________________________________________________ AC7459* NAD 83(1986)- 34 41 52.90487(N) 076 45 49.81187(W) ADJUSTED AC7459* NAVD 88 - 5.265 (meters) 17.27 (feet) ADJUSTED AC7459 ___________________________________________________________________ AC7459 LAPLACE CORR- -0.51 (seconds) DEFLEC99 AC7459 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7459 DYNAMIC HT - 5.260 (meters) 17.26 (feet) COMP AC7459 MODELED GRAV- 979,706.2 (mgal) NAVD 88 AC7459 AC7459 HORZ ORDER - FIRST AC7459 VERT ORDER - SECOND CLASS II AC7459 AC7459.The North Carolina/South Carolina HARNS have been completed but, AC7459.due to contractual restrictions, coordinates for these stations AC7459.will NOT be published in the near future. In the interim, the AC7459.published coordinates in North and South Carolina will not be AC7459.consistent with the Continuously Operating Reference Stations AC7459.(CORS). The HARN coordinates for these stations are available AC7459.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7459.Lapine(803-896-7700). AC7459. AC7459.In addition, the published North and South Carolina positions AC7459.(NAD 83 (1986)) are NOT consistent with those determined in AC7459.adjacent state readjustments. The discontinuity between stations AC7459.located in North or South Carolina and those in adjacent states AC7459.which have been adjusted to the HARN may be as much as 5 AC7459.decimeters. This will result in a significant loss of accuracy AC7459.over lines crossing such state borders. AC7459 AC7459 AC7459.The horizontal coordinates were established by GPS observations AC7459.and adjusted by the National Geodetic Survey in March 1997. AC7459 AC7459.The orthometric height was determined by differential leveling AC7459.and adjusted by the National Geodetic Survey in May 1997. AC7459 AC7459.The Laplace correction was computed from DEFLEC99 derived deflections. AC7459 AC7459.The geoid height was determined by GEOID99. AC7459 AC7459.The dynamic height is computed by dividing the NAVD 88 AC7459.geopotential number by the normal gravity value computed on the AC7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7459.degrees latitude (g = 980.6199 gals.). AC7459 AC7459.The modeled gravity was interpolated from observed gravity values. AC7459 AC7459; North East Units Scale Converg. AC7459;SPC NC - 107,473.366 814,449.652 MT 0.99991897 +1 17 26.3 AC7459;UTM 18 - 3,840,972.274 338,448.875 MT 0.99992168 -1 00 15.4 AC7459 AC7459: Primary Azimuth Mark Grid Az AC7459:SPC NC - MOREHEAD CITY CP AND L TOWER 017 46 07.4 AC7459:UTM 18 - MOREHEAD CITY CP AND L TOWER 020 03 49.1 AC7459 AC7459|---------------------------------------------------------------------| AC7459| PID Reference Object Distance Geod. Az | AC7459| dddmmss.s | AC7459| AE5097 MOREHEAD CITY CP AND L TOWER 0190333.7 | AC7459| AE5095 ATLANTIC BEACH WEST TANK 0575236.1 | AC7459| AC7531 ATLANTIC BEACH EAST TANK APPROX. 2.4 KM 0850413.4 | AC7459| AE5096 MOREHEAD CITY W CELL PH TOWER 3540707.0 | AC7459|---------------------------------------------------------------------| AC7459 AC7459 SUPERSEDED SURVEY CONTROL AC7459 AC7459.No superseded survey control is available for this station. AC7459 AC7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3844940972(NAD 83) AC7459_MARKER: DH = HORIZONTAL CONTROL DISK AC7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7459_STAMPING: OCEAN 1992 AC7459_MARK LOGO: NCGS AC7459_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7459+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7459 AC7459 HISTORY - Date Condition Report By AC7459 HISTORY - 1992 MONUMENTED NCGS AC7459 HISTORY - 20030205 GOOD USPSQD AC7459 AC7459 STATION DESCRIPTION AC7459 AC7459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7459'STATION IS LOCATED IN ATLANTIC BEACH.$PROCEED ALONG NC 58 (WEST FORT AC7459'MACON ROAD) FOR 0.15 MI (0.24 KM) WEST FROM THE POST OFFICE IN AC7459'ATLANTIC BEACH TO OCEAN RIDGE DRIVE, THENCE SOUTH ON OCEAN RIDGE DRIVE AC7459'APPROXIMATELY 150 FEET (45.7 M) TO STATION IN SOUTH SHOULDER OF AC7459'ROAD.$MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH OCEAN AC7459'RIDGE DRIVE. LOCATED 35.9 FT (10.9 M) SOUTH OF THE CENTERLINE OF OCEAN AC7459'RIDGE DRIVE, 4.2 FT (1.3 M) EAST-SOUTHEAST OF THE EAST EDGE OF A AC7459'CONCRETE DRIVE, 41.9 FT (12.8 M) WEST OF A WATER METER--AND 77.0 FT AC7459'(23.5 M) WEST OF A POWER POLE, 43.6 FT (13.3 M) SOUTHEAST OF A POWER AC7459'POLE--BOTH WITH REFERENCE TAGS.$MOREHEAD CITY W. CELL PHONE TOWER IS AC7459'VISIBLE AND THE GRID AZIMUTH IS--352-49-40.81.$MOREHEAD CITY CP AND L AC7459'TOWER IS VISIBLE AND THE GRID AZIMUTH IS--17-46-07.44.$ATLANTIC BEACH AC7459'WEST TANK IS VISIBLE AND THE GRID AZIMUTH IS--56-35-09.88. AC7459 AC7459 STATION RECOVERY (2003) AC7459 AC7459'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7459'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0119 *********************************************************************** EA0119 DESIGNATION - PARK EA0119 PID - EA0119 EA0119 STATE/COUNTY- NC/CARTERET EA0119 USGS QUAD - BEAUFORT (1987) EA0119 EA0119 *CURRENT SURVEY CONTROL EA0119 ___________________________________________________________________ EA0119* NAD 83(1986)- 34 43 15.46121(N) 076 43 53.19404(W) ADJUSTED EA0119* NAVD 88 - 1.907 (meters) 6.26 (feet) ADJUSTED EA0119 ___________________________________________________________________ EA0119 LAPLACE CORR- -0.39 (seconds) DEFLEC99 EA0119 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0119 DYNAMIC HT - 1.906 (meters) 6.25 (feet) COMP EA0119 MODELED GRAV- 979,709.0 (mgal) NAVD 88 EA0119 EA0119 HORZ ORDER - FIRST EA0119 VERT ORDER - FIRST CLASS I EA0119 EA0119.The North Carolina/South Carolina HARNS have been completed but, EA0119.due to contractual restrictions, coordinates for these stations EA0119.will NOT be published in the near future. In the interim, the EA0119.published coordinates in North and South Carolina will not be EA0119.consistent with the Continuously Operating Reference Stations EA0119.(CORS). The HARN coordinates for these stations are available EA0119.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0119.Lapine(803-896-7700). EA0119. EA0119.In addition, the published North and South Carolina positions EA0119.(NAD 83 (1986)) are NOT consistent with those determined in EA0119.adjacent state readjustments. The discontinuity between stations EA0119.located in North or South Carolina and those in adjacent states EA0119.which have been adjusted to the HARN may be as much as 5 EA0119.decimeters. This will result in a significant loss of accuracy EA0119.over lines crossing such state borders. EA0119 EA0119 EA0119.The horizontal coordinates were established by GPS observations EA0119.and adjusted by the National Geodetic Survey in March 1997. EA0119 EA0119.The orthometric height was determined by differential leveling EA0119.and adjusted by the National Geodetic Survey in June 1991. EA0119 EA0119.The Laplace correction was computed from DEFLEC99 derived deflections. EA0119 EA0119.The geoid height was determined by GEOID99. EA0119 EA0119.The dynamic height is computed by dividing the NAVD 88 EA0119.geopotential number by the normal gravity value computed on the EA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0119.degrees latitude (g = 980.6199 gals.). EA0119 EA0119.The modeled gravity was interpolated from observed gravity values. EA0119 EA0119; North East Units Scale Converg. EA0119;SPC NC - 110,083.823 817,358.519 MT 0.99991521 +1 18 33.6 EA0119;UTM 18 - 3,843,464.132 341,459.954 MT 0.99990980 -0 59 11.0 EA0119 EA0119: Primary Azimuth Mark Grid Az EA0119:SPC NC - MOREHEAD CITY STANDPIPE 087 25 44.3 EA0119:UTM 18 - MOREHEAD CITY STANDPIPE 089 43 28.9 EA0119 EA0119|---------------------------------------------------------------------| EA0119| PID Reference Object Distance Geod. Az | EA0119| dddmmss.s | EA0119| EA0120 PARK RM 1 19.401 METERS 01235 | EA0119| EA1883 MOREHEAD CITY STANDPIPE APPROX. 2.1 KM 0884417.9 | EA0119| EA0118 PARK RM 2 19.242 METERS 08945 | EA0119| EA1884 MOREHEAD CITY W CHANNEL BEACON APPROX. 0.9 KM 1315949.9 | EA0119| EA1802 BEACH HOTEL EAST TOWER APPROX. 2.7 KM 1975100.1 | EA0119| EA1803 BEACH HOTEL WEST TOWER APPROX. 2.7 KM 1980741.6 | EA0119| EA1939 PARK ECC 7.353 METERS 20814 | EA0119| EA1927 BEACON D APPROX. 0.7 KM 2251224.0 | EA0119| EA1898 POLE ON CENTER OF DRAWBRIDGE APPROX. 0.9 KM 2593304.1 | EA0119| EA1951 BOGUE SOUND BEACON 1 APPROX. 2.1 KM 2681219.1 | EA0119| EA1956 CAMP GLEN STEEL TOWER GLEN APPROX. 2.2 KM 2764348.1 | EA0119| EA1961 FLAG APPROX. 2.2 KM 2793929.2 | EA0119| EA1971 MOREHEAD CITY CAMP GLEN TK CAR APPROX. 2.4 KM 2795138.3 | EA0119| EA1830 CHIM APPROX. 0.6 KM 2804217.7 | EA0119| EA1914 THIN APPROX. 0.6 KM 2860854.4 | EA0119|---------------------------------------------------------------------| EA0119 EA0119 SUPERSEDED SURVEY CONTROL EA0119 EA0119 NAD 83(1986)- 34 43 15.46121(N) 076 43 53.19404(W) AD( ) 2 EA0119 NAD 27 - 34 43 14.88179(N) 076 43 54.43563(W) AD( ) 2 EA0119 NGVD 29 - 2.200 (m) 7.22 (f) ADJ UNCH 1 1 EA0119 EA0119.Superseded values are not recommended for survey control. EA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0119.See file dsdata.txt to determine how the superseded data were derived. EA0119 EA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4146043464(NAD 83) EA0119_MARKER: DS = TRIANGULATION STATION DISK EA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0119_STAMPING: PARK 1927 1933 EA0119_MARK LOGO: CGS EA0119_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0119+STABILITY: SURFACE MOTION EA0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0119+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA0119 EA0119 HISTORY - Date Condition Report By EA0119 HISTORY - 1927 MONUMENTED CGS EA0119 HISTORY - 1960 GOOD CGS EA0119 HISTORY - 1962 GOOD CGS EA0119 HISTORY - 1963 GOOD NGS EA0119 HISTORY - 1967 GOOD USE EA0119 HISTORY - 1968 GOOD NCGS EA0119 HISTORY - 1976 GOOD ALSTER EA0119 HISTORY - 1978 GOOD USE EA0119 HISTORY - 1979 GOOD USE EA0119 HISTORY - 1982 GOOD NCGS EA0119 HISTORY - 1987 GOOD NGS EA0119 HISTORY - 19890813 GOOD USPSQD EA0119 HISTORY - 19920527 GOOD NCGS EA0119 HISTORY - 20030202 GOOD USPSQD EA0119 EA0119 STATION DESCRIPTION EA0119 EA0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP) EA0119'ON NORTH SHORE OF BOGUE SOUND, 1.4 MILES WEST OF RAILROAD EA0119'STATION AT MOREHEAD CITY, IN LAND DEVELOPMENT KNOWN AS BOGUE EA0119'PARK, JUST INSIDE CURB LINE IN SOUTHWEST CORNER OF INTERSECTION EA0119'OF TWENTY-FIRST AND SHEPARD STREETS, APPROXIMATELY IN LINE WITH EA0119'ROW OF ELECTRIC LAMP POSTS ON WEST SIDE OF TWENTY-FIRST STREET, EA0119'2 METERS (7 FEET) SOUTH OF SOUTH CURB, AND 2 METERS (7 FEET) EA0119'WEST OF WEST CURB. SURFACE MARK IS STANDARD DISK STATION MARK EA0119'IN CONCRETE. UNDERGROUND MARK IS POINT OF NAIL SET EA0119'IN CONCRETE BLOCK. REFERENCE MARK NO.1 IS A STANDARD EA0119'REFERENCE DISK STAMPED PARK 1927-1933 IN WEST CURB OF EA0119'TWENTY-FIRST STREET, 9 METERS (30 FEET) NORTH OF NORTH CURB OF EA0119'SHEPARD STREET, AND 19.40 METERS (63.6 FEET) FROM EA0119'N 12 DEG 36 MIN E. NO. 2 IS A STANDARD EA0119'REFERENCE DISK STAMPED PARK 1927-1933 IN SOUTH CURB OF SHEPARD EA0119'STREET, 8.7 METERS (29 FEET) EAST OF EAST CURB OF TWENTY-FIRST EA0119'STREET, AND 19.24 METERS (63.1 FEET) FROM STATION EA0119'S 89 DEG 45 MIN E. STATION PARK ECCENTRIC (SEE DESCRIPTION EA0119'THEREOF) IS 7.586 METERS (24.89 FEET) FROM STATION EA0119'S 28 DEG 15 MIN W. EA0119' EA0119'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.0 METERS. EA0119 EA0119 STATION RECOVERY (1960) EA0119 EA0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KAM) EA0119'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PUBLISHED EA0119'DESCRIPTION AND RECOVERY NOTES ARE ADEQUATE, EXCEPT FOR THE EA0119'FOLLOWING. THE STATION IS 3 INCHES BELOW THE LAWN, AND 25 FEET EA0119'NORTHEAST OF THE NORTHEAST CORNER OF THE E.M. BARTHOLOMEW EA0119'RESIDENCE. EA0119 EA0119 STATION RECOVERY (1962) EA0119 EA0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0119'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD EA0119'CONDITION. THE STATION IS IN THE YARD OF A HOUSE TO THE EA0119'SOUTHWEST OF THE SOUTH END OF 21ST STREET. PARK ECC IS ABOUT 6 EA0119'FEET EAST OF THE SIDEWALK LEADING TO THIS HOUSE. EA0119 EA0119 STATION RECOVERY (1963) EA0119 EA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EA0119'AT MOREHEAD CITY. EA0119'AT MOREHEAD CITY, AT THE JUNCTION OF 21ST. AND SHEPARD STREETS, EA0119'27 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF 21ST. AND EA0119'SHEPARD STREET, 7.5 FEET WEST OF THE WEST CURB OF 21ST. STREET, EA0119'6.2 FEET SOUTH OF THE SOUTH CURB OF SHEPARD STREET, 43.5 FEET EA0119'NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY HOUSE WITH GRAY EA0119'SHINGLES (STREET NO. 2101), 38 FEET SOUTH AND ACROSS SHEPARD EA0119'STREET FROM A DEAD END STREET SIGN, 63.5 FEET SOUTH OF PARK RM 1, EA0119'62.5 FEET WEST OF PARK RM 2, ABOUT 0.5 FOOT ABOVE THE LEVEL OF EA0119'THE STREET, AND IS SET IN THE TOP OF A CONCRETE POST 2 INCHES EA0119'BELOW LEVEL OF THE GROUND. EA0119 EA0119 STATION RECOVERY (1967) EA0119 EA0119'RECOVERY NOTE BY US ENGINEERS 1967 EA0119'STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EA0119'PARK 1927 SET IN CONCRETE. EA0119' EA0119'STATION IS LOCATED ON N SHORE OF BOGUE SOUND, 1.4 MILE W OF EA0119'RAILROAD STATION AT MOREHEAD CITY IN LAND DEVELOPMENT KNOWN AS EA0119'BOGUE PARK. STATION IS INSIDE CURB LINE IN SW CORNER OF EA0119'INTERSECTION OF TWENTY-FIRST AND SHEPARD STREETS, APPROXIMATELY EA0119'IN LINE WITH ROW OF ELECTRIC LAMP POSTS ON W SIDE OF TWENTY-FIRST EA0119'STREET, 6.1 FT S OF S CURB OF SHEPARD STREET, AND 6.1 EA0119'FT W OF W CURB OF TWENTY-FIRST STREET. EA0119' EA0119'TO REACH FROM THE WESTERN CITY LIMITS OF MOREHEAD CITY GO E TO EA0119'THE INTERSECTION OF TWENTY-FIRST AND SHEPARD STREETS AND STATION EA0119'SITE ON RIGHT. EA0119' EA0119'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED PARK 1927-1933 EA0119'SET IN W CURB OF TWENTY-FIRST STREET. 63.6 FT FROM STATION EA0119'N 12 DEG E. EA0119' EA0119'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED PARK 1927-1933 EA0119'SET IN S CURB OF SHEPARD STREET. 63.1 FT N FROM STATION EA0119'N 89 DEG E. EA0119 EA0119 STATION RECOVERY (1968) EA0119 EA0119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0119'PARK 1927-1931 GOOD EA0119' EA0119'RM 1 GOOD, DISTANCE CHECKED EA0119' EA0119'RM 2 GOOD, DISTANCE CHECKED EA0119' EA0119'PARK ECC. 1933 GOOD, DISTANCE CHECKED EA0119 EA0119 STATION RECOVERY (1976) EA0119 EA0119'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 EA0119'RECOVERED IN GOOD CONDITION. EA0119 EA0119 STATION RECOVERY (1978) EA0119 EA0119'RECOVERY NOTE BY US ENGINEERS 1978 (GRN) EA0119'RECOVERED IN GOOD CONDITION. EA0119 EA0119 STATION RECOVERY (1979) EA0119 EA0119'RECOVERY NOTE BY US ENGINEERS 1979 (GRN) EA0119'RECOVERED IN GOOD CONDITION. EA0119 EA0119 STATION RECOVERY (1982) EA0119 EA0119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0119'NOTE--BELIEVED ESTABLISHED IN 1927 AND THE 1933 STAMPED ON THE DISK EA0119'WHEN PARK ECC. WAS ESTABLISHED. EA0119 EA0119 STATION RECOVERY (1987) EA0119 EA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP) EA0119'THE STATION WAS RECOVERED AT THIS DATE. EA0119'IN GOOD CONDITION, NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME. EA0119' EA0119'THE STATION IS LOCATED EA0119'ON THE WEST SIDE OF MOREHEAD CITY, ON THE NORTH SHORE EA0119'OF BOQUE SOUND AND ON ROAD RIGHT-OF-WAY. EA0119'OWNERSHIP--NC DEPT OF TRANSP, PO BOX 25201, RALEIGH NC 27611, PH EA0119'919-733-7384. EA0119' EA0119'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE EA0119'NEWPORT RIVER, BETWEEN MOREHEAD CITY AND BEAUPORT, GO WEST ON U.S. EA0119'HIGHWAY 70 FOR 3.2 KM (2.0 MI) TO A CROSSROAD (21ST STREET). TURN EA0119'LEFT AND GO SOUTH ON 21ST STREET FOR 0.2 KM (0.15 MI) TO A T-ROAD EA0119'AND THE STATION ACROSS THE STREET ON THE RIGHT. EA0119' EA0119'THE STATION IS A STANDARD CGS DISK EA0119'STAMPED---PARK 1927 1933---, EA0119'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT EA0119'30 CM ON SIDE RECESSED 5 CM BELOW GROUND. LOCATED EA0119'13.7 METERS (44.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A EA0119'HOUSE NUMBER 2101 ON SHEPARD STREET, EA0119'10.9 METERS (35.9 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE WITH A EA0119'STREET LAMP, EA0119'8.9 METERS (29.2 FT) SOUTHWEST FROM THE JUNCTION OF SHEPARD STREET EA0119'AND 21ST STREET, EA0119'6.7 METERS (22.0 FT) WEST FROM THE CENTER OF 21ST STREET, AND EA0119'6.1 METERS (20.0 FT) SOUTH FROM THE CENTER OF SHEPARD STREET. EA0119'OLD INFORMATION INDICATES AN UNDERGROUND MARK. EA0119' EA0119'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EA0119'1987. EA0119' EA0119'THIS STATION IS SUITABLE FOR GPS SURVEYS. EA0119' EA0119'DESCRIBED BY R.T. WOODRUFF. EA0119 EA0119 STATION RECOVERY (1989) EA0119 EA0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0119'RECOVERED IN GOOD CONDITION. EA0119 EA0119 STATION RECOVERY (1992) EA0119 EA0119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0119'RECOVERED AS DESCRIBED. MARK IS LOCATED 19.7 FT (6.0 M) SOUTH OF THE EA0119'CENTERLINE OF SHEPARD STREET, 20.2 FT (6.2 M) SOUTHWEST OF A MANHOLE EA0119'COVER, 24.3 FT (7.4 M) EAST-SOUTHEAST OF A WATER METER, AND 24.1 FT EA0119'(7.3 M) NORTH-NORTHEAST OF--PARK ECC--. MOREHEAD CITY MARINE FISHERIES EA0119'TOWER IS VISIBLE AND THE GRID AZIMUTH IS--277-00-21.36 MOREHEAD CITY EA0119'WEST CELL PHONE TOWER IS VISIBLE AND THE GRID AZIMUTH EA0119'IS--281-04-15.46. EA0119 EA0119 STATION RECOVERY (2003) EA0119 EA0119'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0119'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1894 *********************************************************************** EA1894 DESIGNATION - PARKER NCGS 1968 EA1894 PID - EA1894 EA1894 STATE/COUNTY- NC/CARTERET EA1894 USGS QUAD - BEAUFORT (1987) EA1894 EA1894 *CURRENT SURVEY CONTROL EA1894 ___________________________________________________________________ EA1894* NAD 83(1986)- 34 43 14.57177(N) 076 42 13.84816(W) ADJUSTED EA1894* NAVD 88 - 1.5 (meters) 5. (feet) VERTCON EA1894 ___________________________________________________________________ EA1894 LAPLACE CORR- -0.61 (seconds) DEFLEC99 EA1894 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1894 EA1894 HORZ ORDER - SECOND EA1894 EA1894.The North Carolina/South Carolina HARNS have been completed but, EA1894.due to contractual restrictions, coordinates for these stations EA1894.will NOT be published in the near future. In the interim, the EA1894.published coordinates in North and South Carolina will not be EA1894.consistent with the Continuously Operating Reference Stations EA1894.(CORS). The HARN coordinates for these stations are available EA1894.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1894.Lapine(803-896-7700). EA1894. EA1894.In addition, the published North and South Carolina positions EA1894.(NAD 83 (1986)) are NOT consistent with those determined in EA1894.adjacent state readjustments. The discontinuity between stations EA1894.located in North or South Carolina and those in adjacent states EA1894.which have been adjusted to the HARN may be as much as 5 EA1894.decimeters. This will result in a significant loss of accuracy EA1894.over lines crossing such state borders. EA1894 EA1894 EA1894.The horizontal coordinates were established by classical geodetic methods EA1894.and adjusted by the National Geodetic Survey in July 1986. EA1894 EA1894.The NAVD 88 height was computed by applying the VERTCON shift value to EA1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1894 EA1894.The Laplace correction was computed from DEFLEC99 derived deflections. EA1894 EA1894.The geoid height was determined by GEOID99. EA1894 EA1894; North East Units Scale Converg. EA1894;SPC NC - 110,114.530 819,885.988 MT 0.99991525 +1 19 31.0 EA1894;UTM 18 - 3,843,393.566 343,986.598 MT 0.99990001 -0 58 14.4 EA1894 EA1894: Primary Azimuth Mark Grid Az EA1894:SPC NC - BUS NCGS 1968 273 28 32.5 EA1894:UTM 18 - BUS NCGS 1968 275 46 17.9 EA1894 EA1894|---------------------------------------------------------------------| EA1894| PID Reference Object Distance Geod. Az | EA1894| dddmmss.s | EA1894| EA1826 BUS NCGS 1968 APPROX. 0.6 KM 2744803.5 | EA1894|---------------------------------------------------------------------| EA1894 EA1894 SUPERSEDED SURVEY CONTROL EA1894 EA1894 NAD 27 - 34 43 13.99190(N) 076 42 15.09519(W) AD( ) 2 EA1894 NGVD 29 - 1.8 (m) 6. (f) VERT ANG EA1894 EA1894.Superseded values are not recommended for survey control. EA1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1894.See file dsdata.txt to determine how the superseded data were derived. EA1894 EA1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4398743394(NAD 83) EA1894_MARKER: DE = TRAVERSE STATION DISK EA1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1894+STABILITY: SURFACE MOTION EA1894 EA1894 HISTORY - Date Condition Report By EA1894 HISTORY - 1968 MONUMENTED NCGS EA1894 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1894 EA1894 STATION DESCRIPTION EA1894 EA1894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA1894'PARKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1894'THE VICINITY OF HAVELOCK, NORTH CAROLINA. EA1894' EA1894'PARKER IS LOCATED APPROXIMATELY 0.7 MILE EAST OF THE CENTER OF EA1894'MOREHEAD CITY. TO REACH STATION PROCEED FROM THE POST OFFICE IN EA1894'MOREHEAD CITY, GO EAST ON U.S. 70 (ARENDELL ST.) FOR 0.45 MILE TO EA1894'STATION. WHICH IS ON THE SOUTH SIDE OF EAST BOUND LANE BETWEEN EA1894'CURB AND RAILROAD TRACKS AND ABOUT 300 FEET NORTHEAST OF NORTHEAST EA1894'CORNER OF PARKERS MOTORS. EA1894' EA1894'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1894'PARKER 1968, SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF WHICH EA1894'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA1894'MARK IS-- EA1894' EA1894'5.0 FT S OF S CURB OF U.S. 70 E BOUND LANE. EA1894' EA1894'28.0 FT N OF N RAIL OF MAIN TRACKS. EA1894' EA1894'97.6 FT N OF PP WITH ALUMINUM REF. TAG ON S EDGE OF STREET S OF RR EA1894'TRACK. EA1894' EA1894'55.3 FT ENE OF RR SWITCH ON N SIDE OF SPUR TRACK. EA1894' EA1894'11.0 FT NW OF N END OF CROSS TIE OF SPUR TRACKS, WITH ALUMINUM EA1894'REF. TAG. EA1894' EA1894'10.7 FT NE OF N END OF CROSS TIE OF SPUR TRACKS, WITH ALUMIMUN EA1894'REF. TAG. EA1894 EA1894 STATION RECOVERY (2003) EA1894 EA1894'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1894'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7465 *********************************************************************** AC7465 DESIGNATION - PEGGY AC7465 PID - AC7465 AC7465 STATE/COUNTY- NC/CARTERET AC7465 USGS QUAD - MANSFIELD (1994) AC7465 AC7465 *CURRENT SURVEY CONTROL AC7465 ___________________________________________________________________ AC7465* NAD 83(1986)- 34 41 25.27662(N) 076 51 53.84496(W) ADJUSTED AC7465* NAVD 88 - 3.907 (meters) 12.82 (feet) ADJUSTED AC7465 ___________________________________________________________________ AC7465 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AC7465 GEOID HEIGHT- -37.38 (meters) GEOID99 AC7465 DYNAMIC HT - 3.903 (meters) 12.81 (feet) COMP AC7465 MODELED GRAV- 979,701.0 (mgal) NAVD 88 AC7465 AC7465 HORZ ORDER - FIRST AC7465 VERT ORDER - SECOND CLASS II AC7465 AC7465.The North Carolina/South Carolina HARNS have been completed but, AC7465.due to contractual restrictions, coordinates for these stations AC7465.will NOT be published in the near future. In the interim, the AC7465.published coordinates in North and South Carolina will not be AC7465.consistent with the Continuously Operating Reference Stations AC7465.(CORS). The HARN coordinates for these stations are available AC7465.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7465.Lapine(803-896-7700). AC7465. AC7465.In addition, the published North and South Carolina positions AC7465.(NAD 83 (1986)) are NOT consistent with those determined in AC7465.adjacent state readjustments. The discontinuity between stations AC7465.located in North or South Carolina and those in adjacent states AC7465.which have been adjusted to the HARN may be as much as 5 AC7465.decimeters. This will result in a significant loss of accuracy AC7465.over lines crossing such state borders. AC7465 AC7465 AC7465.The horizontal coordinates were established by GPS observations AC7465.and adjusted by the National Geodetic Survey in March 1997. AC7465 AC7465.The orthometric height was determined by differential leveling AC7465.and adjusted by the National Geodetic Survey in May 1997. AC7465 AC7465.The Laplace correction was computed from DEFLEC99 derived deflections. AC7465 AC7465.The geoid height was determined by GEOID99. AC7465 AC7465.The dynamic height is computed by dividing the NAVD 88 AC7465.geopotential number by the normal gravity value computed on the AC7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7465.degrees latitude (g = 980.6199 gals.). AC7465 AC7465.The modeled gravity was interpolated from observed gravity values. AC7465 AC7465; North East Units Scale Converg. AC7465;SPC NC - 106,418.310 805,206.085 MT 0.99992027 +1 13 56.2 AC7465;UTM 18 - 3,840,288.116 329,170.286 MT 0.99995970 -1 03 42.1 AC7465 AC7465 SUPERSEDED SURVEY CONTROL AC7465 AC7465.No superseded survey control is available for this station. AC7465 AC7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2917040288(NAD 83) AC7465_MARKER: DH = HORIZONTAL CONTROL DISK AC7465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7465_STAMPING: PEGGY 1992 AC7465_MARK LOGO: NCGS AC7465_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7465+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7465 AC7465 HISTORY - Date Condition Report By AC7465 HISTORY - 1992 MONUMENTED NCGS AC7465 HISTORY - 20030205 GOOD USPSQD AC7465 AC7465 STATION DESCRIPTION AC7465 AC7465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7465'STATION IS LOCATED IN WESTERN PINE KNOLL SHORES.$ALONG NC 58 FOR 6.05 AC7465'MI (9.74 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN NORTH AC7465'SHOULDER, APPROXIMATELY 300 FEET (91.4 M) EAST OF THE INDIAN BEACH AC7465'CITY LIMITS.$MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 1-FOOT AC7465'LOWER THAN NC 58. LOCATED 24.5 FT (7.5 M) NORTH OF THE CENTERLINE OF AC7465'NC 58, 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF ASPHALT ENTRANCE TO AC7465'WATER TANK SITE, AND 11.4 FT (3.5 M) SOUTHWEST OF THE WEST END OF A AC7465'15-INCH CONCRETE CULVERT. AC7465 AC7465 STATION RECOVERY (2003) AC7465 AC7465'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7465'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1619 *********************************************************************** EA1619 DESIGNATION - PINE EA1619 PID - EA1619 EA1619 STATE/COUNTY- NC/CARTERET EA1619 USGS QUAD - DAVIS (1983) EA1619 EA1619 *CURRENT SURVEY CONTROL EA1619 ___________________________________________________________________ EA1619* NAD 83(1986)- 34 49 38.27614(N) 076 24 57.63874(W) ADJUSTED EA1619* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1619 ___________________________________________________________________ EA1619 LAPLACE CORR- -0.89 (seconds) DEFLEC99 EA1619 GEOID HEIGHT- -37.73 (meters) GEOID99 EA1619 EA1619 HORZ ORDER - THIRD EA1619 EA1619.The North Carolina/South Carolina HARNS have been completed but, EA1619.due to contractual restrictions, coordinates for these stations EA1619.will NOT be published in the near future. In the interim, the EA1619.published coordinates in North and South Carolina will not be EA1619.consistent with the Continuously Operating Reference Stations EA1619.(CORS). The HARN coordinates for these stations are available EA1619.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1619.Lapine(803-896-7700). EA1619. EA1619.In addition, the published North and South Carolina positions EA1619.(NAD 83 (1986)) are NOT consistent with those determined in EA1619.adjacent state readjustments. The discontinuity between stations EA1619.located in North or South Carolina and those in adjacent states EA1619.which have been adjusted to the HARN may be as much as 5 EA1619.decimeters. This will result in a significant loss of accuracy EA1619.over lines crossing such state borders. EA1619 EA1619 EA1619.The horizontal coordinates were established by classical geodetic methods EA1619.and adjusted by the National Geodetic Survey in July 1986. EA1619 EA1619.The orthometric height was scaled from a topographic map. EA1619 EA1619.The Laplace correction was computed from DEFLEC99 derived deflections. EA1619 EA1619.The geoid height was determined by GEOID99. EA1619 EA1619; North East Units Scale Converg. EA1619;SPC NC - 122,581.473 845,933.047 MT 0.99989986 +1 29 29.0 EA1619;UTM 18 - 3,854,805.378 370,511.156 MT 0.99980666 -0 48 31.7 EA1619 EA1619: Primary Azimuth Mark Grid Az EA1619:SPC NC - MILL POINT 4 RESET 043 17 05.5 EA1619:UTM 18 - MILL POINT 4 RESET 045 35 06.2 EA1619 EA1619|---------------------------------------------------------------------| EA1619| PID Reference Object Distance Geod. Az | EA1619| dddmmss.s | EA1619| EA1616 MILL POINT 4 RESET APPROX. 4.7 KM 0444634.5 | EA1619| EA3667 PINE RM 1 37.445 METERS 28645 | EA1619| EA3668 PINE RM 2 22.195 METERS 35646 | EA1619|---------------------------------------------------------------------| EA1619 EA1619 SUPERSEDED SURVEY CONTROL EA1619 EA1619 NAD 27 - 34 49 37.69000(N) 076 24 58.92800(W) AD( ) 3 EA1619 EA1619.Superseded values are not recommended for survey control. EA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1619.See file dsdata.txt to determine how the superseded data were derived. EA1619 EA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7051154805(NAD 83) EA1619_MARKER: DS = TRIANGULATION STATION DISK EA1619_SETTING: 0 = UNSPECIFIED SETTING EA1619 EA1619 HISTORY - Date Condition Report By EA1619 HISTORY - 1933 MONUMENTED CGS EA1619 HISTORY - 1947 POOR CGS EA1619 HISTORY - 20030203 MARK NOT FOUND USPSQD EA1619 EA1619 STATION DESCRIPTION EA1619 EA1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EA1619'ON THE W SIDE OF CORE SOUND, ON THE EXTREME E END OF PINEY EA1619'POINT, ON HIGH, FIRM GROUND HEAVILY OVERGROWN WITH LOW, EA1619'SCRUB PINES AND UNDERBRUSH. THE STATION IS 9.0 METERS FROM THE EA1619'HIGH-WATER LINE. EA1619' EA1619'STATION MARK IS A BRONZE STATION DISK, STAMPED PINE 1933. IT EA1619'IS SET IN 8-INCH TERRA COTTA PIPE, WITH A LARGE CEMENT COLLAR EA1619'ON THE OUTSIDE OF THE PIPE. EA1619' EA1619'REFERENCE MARK 1 IS THE 1908 REFERENCE MARK FOR PINEY POINT EA1619'3, WHICH WAS FOUND WITH THE TOP 4 INCHES OF THE TERRA COTTA EA1619'PIPE BROKEN OFF. THIS WAS REPAIRED BY MAKING A LARGE CEMENT EA1619'COLLAR AROUND IT. A BRONZE DISK WAS INSERTED ALSO. EA1619' EA1619'REFERENCE MARK 2 IS THE REFERENCE MARK INSTALLED IN 1915 FOR PINEY EA1619'POINT 3. IT WAS REPAIRED BY BUILDING UP A LARGE CEMENT COLLAR EA1619'AROUND THE 4 BY 4 CENTER POST AND INSERTING A BRONZE DISK, STAMPED EA1619'NO 2 1933. EA1619' EA1619'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. EA1619 EA1619 STATION RECOVERY (1947) EA1619 EA1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1619'THE 1933 DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-- EA1619' EA1619'STATION IS NOW PROJECTING ABOUT 2 FEET ABOVE THE BEACH EA1619'AND IS ON THE MEAN HIGH-WATER LINE. THE CEMENT COLLAR IS STILL EA1619'IN PLACE, BUT ABOUT 12 INCHES OF 8-INCH TERRA COTTA PIPE IS EA1619'EXPOSED BELOW THE COLLAR. STATION IS IN DANGER OF BEING EA1619'DESTROYED IN NEAR FUTURE. EA1619' EA1619'R.M. 1 WAS FOUND WITH THE CEMENT COLLAR STILL IN PLACE, EA1619'BUT THE 4-INCH TERRA COTTA PIPE AND DISK HAVE BEEN BROKEN EA1619'OFF FLUSH WITH CEMENT COLLAR. R.M. 2 WAS RECOVERED AND ALL EA1619'MEASUREMENTS CHECKED. EA1619 EA1619 STATION RECOVERY (2003) EA1619 EA1619'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1619'COULD NOT FIND STATION OR REFERENCE MARKS. SEARCHED FOR AN HOUR. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2195 *********************************************************************** EA2195 DESIGNATION - PLUM RESET EA2195 PID - EA2195 EA2195 STATE/COUNTY- NC/CARTERET EA2195 USGS QUAD - SWANSBORO (1994) EA2195 EA2195 *CURRENT SURVEY CONTROL EA2195 ___________________________________________________________________ EA2195* NAD 83(1986)- 34 40 11.49943(N) 077 02 31.41102(W) ADJUSTED EA2195* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2195 ___________________________________________________________________ EA2195 LAPLACE CORR- -1.44 (seconds) DEFLEC99 EA2195 GEOID HEIGHT- -37.15 (meters) GEOID99 EA2195 EA2195 HORZ ORDER - THIRD EA2195 EA2195.The North Carolina/South Carolina HARNS have been completed but, EA2195.due to contractual restrictions, coordinates for these stations EA2195.will NOT be published in the near future. In the interim, the EA2195.published coordinates in North and South Carolina will not be EA2195.consistent with the Continuously Operating Reference Stations EA2195.(CORS). The HARN coordinates for these stations are available EA2195.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2195.Lapine(803-896-7700). EA2195. EA2195.In addition, the published North and South Carolina positions EA2195.(NAD 83 (1986)) are NOT consistent with those determined in EA2195.adjacent state readjustments. The discontinuity between stations EA2195.located in North or South Carolina and those in adjacent states EA2195.which have been adjusted to the HARN may be as much as 5 EA2195.decimeters. This will result in a significant loss of accuracy EA2195.over lines crossing such state borders. EA2195 EA2195 EA2195.The horizontal coordinates were established by classical geodetic methods EA2195.and adjusted by the National Geodetic Survey in July 1986. EA2195 EA2195.The orthometric height was scaled from a topographic map. EA2195 EA2195.The Laplace correction was computed from DEFLEC99 derived deflections. EA2195 EA2195.The geoid height was determined by GEOID99. EA2195 EA2195; North East Units Scale Converg. EA2195;SPC NC - 103,810.975 789,027.707 MT 0.99992380 +1 07 48.2 EA2195;UTM 18 - 3,838,330.018 312,899.355 MT 1.00003149 -1 09 43.0 EA2195 EA2195: Primary Azimuth Mark Grid Az EA2195:SPC NC - GUTHRIE RESET 038 19 50.3 EA2195:UTM 18 - GUTHRIE RESET 040 37 21.5 EA2195 EA2195|---------------------------------------------------------------------| EA2195| PID Reference Object Distance Geod. Az | EA2195| dddmmss.s | EA2195| EA2182 C GARNERS CHIMNEY APPROX. 1.7 KM 0310527.5 | EA2195| EA2175 BOGUE SOUND BEACON 19 APPROX. 0.8 KM 0313515.7 | EA2195| EA2189 GUTHRIE POINT GUTHRIES W CHIM APPROX. 1.9 KM 0385357.9 | EA2195| EA2188 GUTHRIE POINT GUTHRIES E CHIM APPROX. 1.9 KM 0390804.6 | EA2195| EA2191 GUTHRIE RESET APPROX. 1.8 KM 0392738.5 | EA2195| EA2174 BOGUE SOUND BEACON 17 APPROX. 3.4 KM 0544316.5 | EA2195| EA3677 PLUM RP E 1.950 METERS 09014 | EA2195| EA3676 PLUM RM 1 11.590 METERS 13228 | EA2195| EA3675 PLUM RM 18.030 METERS 16004 | EA2195| EA3679 PLUM RP W 1.820 METERS 26907 | EA2195| EA2177 BOGUE SOUND BEACON 21 APPROX. 2.4 KM 2803332.0 | EA2195| EA2185 ENNETT POINT BRICK CHIMMEY APPROX. 2.1 KM 3031650.0 | EA2195| EA3590 SALT MARSH 3 RP N CEDAR 1.930 METERS 35742 | EA2195|---------------------------------------------------------------------| EA2195 EA2195 SUPERSEDED SURVEY CONTROL EA2195 EA2195 NAD 27 - 34 40 10.91700(N) 077 02 32.60400(W) AD( ) 3 EA2195 EA2195.Superseded values are not recommended for survey control. EA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2195.See file dsdata.txt to determine how the superseded data were derived. EA2195 EA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1289938330(NAD 83) EA2195_MARKER: K = CLAY TILE PIPE EA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2195 EA2195 HISTORY - Date Condition Report By EA2195 HISTORY - 1908 MONUMENTED CGS EA2195 HISTORY - 1933 SEE DESCRIPTION CGS EA2195 HISTORY - 1950 GOOD CGS EA2195 HISTORY - 1962 MARK NOT FOUND CGS EA2195 HISTORY - 1965 MARK NOT FOUND CGS EA2195 HISTORY - 20030205 MARK NOT FOUND USPSQD EA2195 EA2195 STATION DESCRIPTION EA2195 EA2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH) EA2195'STATION IS NEAR THE W END OF BOGUE SOUND, ON THE SOUND SIDE EA2195'OF THE BOGUE BANKS, ABOUT 3 MILES NE FROM BOGUE INLET, ON A EA2195'SMALL SAND DUNE ABOUT 5 YARDS FROM HIGH-WATER MARK. THE EA2195'STATION IS MARKED BY A 4-INCH TERRA-COTTA DRAIN PIPE SET IN EA2195'CONCRETE WITH THE TOP ABOUT 6 INCHES BELOW THE SURFACE. THE EA2195'REFERENCE MARK SET BACK FROM THE SHORE IS A SIMILAR TILE, FILLED EA2195'WITH AND SET IN CONCRETE, PROJECTING 3 INCHES ABOVE EA2195'GROUND. DISTANCES AND BEARINGS FROM THE STATION ARE AS EA2195'FOLLOWS--TO THE REFERENCE MARK 18.03 METERS (59.2 FEET), S 19 DEG 56 EA2195'MIN E. TO THE E POST 2.0 METERS (6.6 FEET), S 89 DEG 47 MIN E. EA2195'TO THE W POST 1.8 METERS (5.9 FEET), S 89 DEG 06 MIN W. TO EA2195'THE N POST 1.9 METERS (6.2 FEET), N 02 DEG 19 MIN W. TO A EA2195'BLAZE WITH 3 NAILS ON A PINE TREE 4.5 METERS (14.8 FEET), EA2195'S 14 DEG 45 MIN E. TO A BLAZE WITH 6 NAILS ON AN OAK TREE 9.6 METERS EA2195'(31.5 FEET), S 07 DEG 33 MIN E. THREE LIVE OAK TREES EA2195'AROUND THE REFERENCE MARK ARE BLAZES WITH 6 NAILS IN EACH BLAZE. EA2195'ONE, 10 INCHES IN DIAMETER, IS 4.6 METERS (15.1 FEET) EA2195'FROM REFERENCE MARK AND BEARS 105 DEG (MAGNETIC). A EA2195'SECOND, 15 INCHES IN DIAMENTER, IS 7.2 METERS (23.6 FEET) EA2195'FROM THE REFERENCE MARK AND BEARS 160 DEG EA2195'(MAGNETIC). A THIRD, 10 INCHES IN DIAMETER, IS 7.5 METERS EA2195'(24.6 FEET) FROM THE REFERENCE MARK AND BEARS 247 DEG (MAGNETIC). EA2195 EA2195 STATION RECOVERY (1933) EA2195 EA2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO) EA2195'RECOVERED, RE-MARKED AND RE-DESCRIBED IN 1933 AS FOLLOWS--THE EA2195'STATION IS ON A SMALL SAND SPIT 1 FOOT ABOVE MEAN HIGH WATER EA2195'AND 5 YARDS FROM THE N SHORE OF THE BANKS. THE SAND SPIT EA2195'AND SURROUNDING MARSH IS COVERED WITH A RANK GROWTH OF TALL GRASS. EA2195' EA2195'THE STATION MARK IS A STANDARD BRASS DISK STAMPED PLUM-1908-1933 EA2195'SET IN A SQUARE CONCRETE PIER 12-BY 12-INCHES BY 3 FEET EA2195'AND PROJECTING 4 INCHES ABOVE GROUND. EA2195' EA2195'REFERENCE MARK NO.1 (1908) IS A 4-INCH TILE FILLED WITH CONCRETE EA2195'WITH TOP 3 INCHES ABOVE GROUND AND LOCATED ABOUT 12 FEET ABOVE EA2195'HIGH WATER. 18.03 METERS (59.2 FEET), 340 DEG 04 MIN FROM THE EA2195'STATION. EA2195' EA2195'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK STAMPED PLUM 1933 EA2195'SET IN AN 8-INCH TILE FILLED WITH CONCRETE AND PROJECTING ABOUT EA2195'4 INCHES ABOVE GROUND, DISTANCE 11.590 METERS (38.03 FEET). A EA2195'BLAZE CUT IN A 12-INCH OAK LIES 4 FEET FROM REFERENCE MARK NO.2. EA2195' EA2195'THE ROTTING REMAINS OF 3 CEDAR POSTS LIE E, W, AND N OF THE EA2195'STATION, DISTANCE 2.0 METERS (6.6 FEET), 1.8 METERS (5.9 FEET) EA2195'AND 1.9 METERS (6.2 FEET) RESPECTIVELY. EA2195 EA2195 STATION RECOVERY (1950) EA2195 EA2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG) EA2195'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EA2195'CONDITION. THE ORIGINAL DESCRIPTION IS INADEQUATE. A EA2195'REVISED DESCRIPTION FOLLOWS-- EA2195' EA2195'STATION IS LOCATED ON THE SOUND SIDE OF BOGUE BANK, EA2195'APPROXIMATELY 0.5 MILE SW OF BOGUE SOUND LIGHT NO. 48, E EA2195'OF A SMALL LOGGING CLEARING, IN THE TREE LINE AT THE S EA2195'END OF A SMALL MARSH POINT, AND S OF THE POINT OF MARSH. A EA2195'4- BY 4-INCH WHITE WITNESS POST WAS SET 3 FEET N OF THE STATION. EA2195' EA2195'REFERENCE MARK 1 (1908) IS A 4-INCH TILE FILLED WITH EA2195'CONCRETE WITH THE TOP 3 INCHES ABOVE GROUND AND LOCATED EA2195'ABOUT 12 FEET ABOVE HIGH WATER, 18.03 METERS (59.2 FEET), EA2195'340 DEG 04 MIN FROM THE STATION. EA2195' EA2195'REFERENCE MARK 2 IS A STANDARD BRASS DISK STAMPED PLUM 1933, EA2195'SET IN AN 8-INCH TILE FILLED WITH CONCRETE, AND PROJECTING EA2195'ABOUT 4 INCHES ABOVE GROUND, DISTANCE 11.590 METERS (38.03 FEET.) EA2195 EA2195 STATION RECOVERY (1962) EA2195 EA2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA2195'THE DESCRIBED LOCATION OF THIS STATION APPEARS TO BE AT A EA2195'FERRY LANDING AND NO EVIDENCE OF THE STATION OR REFERENCE MARKS EA2195'COULD BE FOUND. IF THE MARKS HAD BEEN DESTROYED PREVIOUSLY EA2195'THEY WOULD HAVE BEEN DESTROYED BY CONSTRUCTION IN THE AREA. EA2195 EA2195 STATION RECOVERY (1965) EA2195 EA2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2195'STATION WAS NOT RECOVERED. WITHOUT EXTENSIVE SURVEY IT IS EA2195'IMPOSSIBLE TO DETERMINE LOCATION OF STATION. MANY EA2195'CULTURAL FEATURES HAVE CHANGED SINCE LAST DESCRIPTION BY EA2195'H.F.G. IN 1950. THERE IS A POSSIBILITY THAT THE STATION AND EA2195'R.M.S ARE INTACT. EA2195 EA2195 STATION RECOVERY (2003) EA2195 EA2195'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2195'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1506 *********************************************************************** EA1506 DESIGNATION - POLLOCK USE EA1506 PID - EA1506 EA1506 STATE/COUNTY- NC/CARTERET EA1506 USGS QUAD - BEAUFORT (1987) EA1506 EA1506 *CURRENT SURVEY CONTROL EA1506 ___________________________________________________________________ EA1506* NAD 83(1986)- 34 42 55. (N) 076 39 46. (W) SCALED EA1506* NAVD 88 - 1.193 (meters) 3.91 (feet) ADJUSTED EA1506 ___________________________________________________________________ EA1506 GEOID HEIGHT- -37.47 (meters) GEOID99 EA1506 DYNAMIC HT - 1.192 (meters) 3.91 (feet) COMP EA1506 MODELED GRAV- 979,715.4 (mgal) NAVD 88 EA1506 EA1506 VERT ORDER - SECOND CLASS II EA1506 EA1506.The horizontal coordinates were scaled from a topographic map and have EA1506.an estimated accuracy of +/- 6 seconds. EA1506 EA1506.The orthometric height was determined by differential leveling EA1506.and adjusted by the National Geodetic Survey in June 1991. EA1506 EA1506.The geoid height was determined by GEOID99. EA1506 EA1506.The dynamic height is computed by dividing the NAVD 88 EA1506.geopotential number by the normal gravity value computed on the EA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1506.degrees latitude (g = 980.6199 gals.). EA1506 EA1506.The modeled gravity was interpolated from observed gravity values. EA1506 EA1506; North East Units Estimated Accuracy EA1506;SPC NC - 109,600. 823,660. MT (+/- 180 meters Scaled) EA1506 EA1506 SUPERSEDED SURVEY CONTROL EA1506 EA1506.No superseded survey control is available for this station. EA1506 EA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD477427(NAD 83) EA1506_MARKER: DD = SURVEY DISK EA1506_SETTING: 31 = SIDEWALK EA1506_STAMPING: POLLOCK 1958 EA1506_MARK LOGO: USE EA1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1506+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA1506 EA1506 HISTORY - Date Condition Report By EA1506 HISTORY - 1958 MONUMENTED USE EA1506 HISTORY - 1982 GOOD NCGS EA1506 HISTORY - 1985 GOOD USPSQD EA1506 HISTORY - 1986 GOOD USPSQD EA1506 HISTORY - 1986 GOOD USPSQD EA1506 HISTORY - 19890617 GOOD USPSQD EA1506 HISTORY - 19960513 GOOD USPSQD EA1506 HISTORY - 19980531 GOOD USPSQD EA1506 HISTORY - 20030202 GOOD USPSQD EA1506 EA1506 STATION DESCRIPTION EA1506 EA1506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1506'IN BEAUFORT. EA1506'IN BEAUFORT, ACROSS THE STREET FROM THE POST OFFICE, IN CENTER OF EA1506'SIDEWALK ALONG SOUTHWEST SIDE OF FRONT STREET, 114.0 FEET WEST OF EA1506'CENTERLINE INTERSECTION OF FRONT AND POLLOCK STREETS, 4.3 FEET EA1506'SOUTHWEST OF SOUTH CURB OF FRONT STREET, 2.6 FEET NORTHEAST OF SEA EA1506'WALL AND 26.7 FEET SOUTHEAST OF A WATER METER COVER IN NORTHEAST EDGE EA1506'OF SIDEWALK. EA1506'THE MARK IS 1.0 FT ABOVE STREET. EA1506 EA1506 STATION RECOVERY (1985) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1985 (WBW) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1986) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1986) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1986 (JFD) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1989) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1996) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1998) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1998 EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (2003) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1506'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0267 *********************************************************************** EA0267 TIDAL BM - This is a Tidal Bench Mark. EA0267 DESIGNATION - Q 163 EA0267 PID - EA0267 EA0267 STATE/COUNTY- NC/CARTERET EA0267 USGS QUAD - HARKERS ISLAND (1983) EA0267 EA0267 *CURRENT SURVEY CONTROL EA0267 ___________________________________________________________________ EA0267* NAD 83(1986)- 34 42 47. (N) 076 34 44. (W) SCALED EA0267* NAVD 88 - 1.613 (meters) 5.29 (feet) ADJUSTED EA0267 ___________________________________________________________________ EA0267 GEOID HEIGHT- -37.54 (meters) GEOID99 EA0267 DYNAMIC HT - 1.612 (meters) 5.29 (feet) COMP EA0267 MODELED GRAV- 979,719.4 (mgal) NAVD 88 EA0267 EA0267 VERT ORDER - SECOND CLASS 0 EA0267 EA0267.The horizontal coordinates were scaled from a topographic map and have EA0267.an estimated accuracy of +/- 6 seconds. EA0267 EA0267.The orthometric height was determined by differential leveling EA0267.and adjusted by the National Geodetic Survey in June 1991. EA0267 EA0267.This Tidal Bench Mark is designated as VM 14925 EA0267.by the Center for Operational Oceanographic Products and Services. EA0267 EA0267.The geoid height was determined by GEOID99. EA0267 EA0267.The dynamic height is computed by dividing the NAVD 88 EA0267.geopotential number by the normal gravity value computed on the EA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0267.degrees latitude (g = 980.6199 gals.). EA0267 EA0267.The modeled gravity was interpolated from observed gravity values. EA0267 EA0267; North East Units Estimated Accuracy EA0267;SPC NC - 109,540. 831,350. MT (+/- 180 meters Scaled) EA0267 EA0267 SUPERSEDED SURVEY CONTROL EA0267 EA0267 NGVD 29 - 1.910 (m) 6.27 (f) ADJ UNCH 2 0 EA0267 EA0267.Superseded values are not recommended for survey control. EA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0267.See file dsdata.txt to determine how the superseded data were derived. EA0267 EA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554423(NAD 83) EA0267_MARKER: DB = BENCH MARK DISK EA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0267_STAMPING: Q 163 1963 EA0267_MARK LOGO: CGS EA0267_PROJECTION: PROJECTING 8 CENTIMETERS EA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0267+STABILITY: SURFACE MOTION EA0267 EA0267 HISTORY - Date Condition Report By EA0267 HISTORY - 1963 MONUMENTED CGS EA0267 HISTORY - 1978 GOOD USE EA0267 HISTORY - 1982 GOOD NCGS EA0267 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0267 EA0267 STATION DESCRIPTION EA0267 EA0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0267'2.6 MI NW FROM HARKERS ISLAND. EA0267'ABOUT 2.55 MILES NORTHWEST ALONG COUNTY ROAD NO. 1335 FROM THE EA0267'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, 303 FEET SOUTH OF THE EA0267'SOUTHEAST CORNER OF THE LONG BRIDGE OVER THE STRAITS, 90 FEET EA0267'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 4 FEET SOUTH OF THE EA0267'THIRD POWER LINE POLE SOUTH OF THE STRAITS, 2 FEET NORTH OF A EA0267'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE EA0267'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE EA0267'GROUND. EA0267 EA0267 STATION RECOVERY (1978) EA0267 EA0267'RECOVERY NOTE BY US ENGINEERS 1978 EA0267'RECOVERED IN GOOD CONDITION. EA0267 EA0267 STATION RECOVERY (1982) EA0267 EA0267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0267'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.75 MILES EA0267'WEST AND NORTHERLY ALONG SR 1335 FROM POST OFFICE IN HARKERS ISLAND, EA0267'APPROXIMATELY 600 FEET SOUTH OF BRIDGE OVER THE STRAITS, AT THE 4TH EA0267'WOODEN POWER POLE SOUTH OF THE STRAITS, 90.0 FEET EAST OF CENTERLINE EA0267'OF ROAD, 5.3 FEET SOUTH OF POWER POLE WITH REFERENCE TAG AND 2.0 FEET EA0267'NORTH OF A WITNESS POST WITH SIGN. EA0267'THE MARK IS ABOVE LEVEL WITH ROAD. EA0267 EA0267 STATION RECOVERY (2003) EA0267 EA0267'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0267'NO POLE WITH REFERENCE TAG. NO WITNESS POST WITH SIGN. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2196 *********************************************************************** EA2196 DESIGNATION - RICK EA2196 PID - EA2196 EA2196 STATE/COUNTY- NC/CARTERET EA2196 USGS QUAD - SWANSBORO (1994) EA2196 EA2196 *CURRENT SURVEY CONTROL EA2196 ___________________________________________________________________ EA2196* NAD 83(1986)- 34 39 57.50853(N) 077 01 48.92561(W) ADJUSTED EA2196* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON EA2196 ___________________________________________________________________ EA2196 LAPLACE CORR- -1.78 (seconds) DEFLEC99 EA2196 GEOID HEIGHT- -37.15 (meters) GEOID99 EA2196 EA2196 HORZ ORDER - SECOND EA2196 EA2196.The North Carolina/South Carolina HARNS have been completed but, EA2196.due to contractual restrictions, coordinates for these stations EA2196.will NOT be published in the near future. In the interim, the EA2196.published coordinates in North and South Carolina will not be EA2196.consistent with the Continuously Operating Reference Stations EA2196.(CORS). The HARN coordinates for these stations are available EA2196.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2196.Lapine(803-896-7700). EA2196. EA2196.In addition, the published North and South Carolina positions EA2196.(NAD 83 (1986)) are NOT consistent with those determined in EA2196.adjacent state readjustments. The discontinuity between stations EA2196.located in North or South Carolina and those in adjacent states EA2196.which have been adjusted to the HARN may be as much as 5 EA2196.decimeters. This will result in a significant loss of accuracy EA2196.over lines crossing such state borders. EA2196 EA2196 EA2196.The horizontal coordinates were established by classical geodetic methods EA2196.and adjusted by the National Geodetic Survey in July 1986. EA2196 EA2196.The NAVD 88 height was computed by applying the VERTCON shift value to EA2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2196 EA2196.The Laplace correction was computed from DEFLEC99 derived deflections. EA2196 EA2196.The geoid height was determined by GEOID99. EA2196 EA2196; North East Units Scale Converg. EA2196;SPC NC - 103,401.356 790,117.613 MT 0.99992449 +1 08 12.8 EA2196;UTM 18 - 3,837,877.091 313,972.120 MT 1.00002656 -1 09 18.4 EA2196 EA2196: Primary Azimuth Mark Grid Az EA2196:SPC NC - GUARD 249 56 51.7 EA2196:UTM 18 - GUARD 252 14 22.9 EA2196 EA2196|---------------------------------------------------------------------| EA2196| PID Reference Object Distance Geod. Az | EA2196| dddmmss.s | EA2196| EA3710 RICK RM 3 16.723 METERS 07513 | EA2196| EA3708 RICK RM 1 20.935 METERS 09325 | EA2196| EA3709 RICK RM 2 34.939 METERS 16550 | EA2196| EA2187 GUARD APPROX. 6.4 KM 2510504.5 | EA2196| EA3707 RICK AZ MK 2524003.8 | EA2196|---------------------------------------------------------------------| EA2196 EA2196 SUPERSEDED SURVEY CONTROL EA2196 EA2196 NAD 27 - 34 39 56.92495(N) 077 01 50.11458(W) AD( ) 2 EA2196 NGVD 29 - 5.5 (m) 18. (f) VERT ANG EA2196 EA2196.Superseded values are not recommended for survey control. EA2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2196.See file dsdata.txt to determine how the superseded data were derived. EA2196 EA2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1397237877(NAD 83) EA2196_MARKER: DS = TRIANGULATION STATION DISK EA2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2196+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 EA2196 EA2196 HISTORY - Date Condition Report By EA2196 HISTORY - 1962 MONUMENTED CGS EA2196 HISTORY - 1965 GOOD CGS EA2196 HISTORY - 1974 GOOD NGS EA2196 HISTORY - 1977 GOOD NGS EA2196 HISTORY - 20030205 GOOD USPSQD EA2196 EA2196 STATION DESCRIPTION EA2196 EA2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA2196'STATION IS LOCATED ABOUT 5 MILES WEST OF THE VILLAGE OF EMERALD EA2196'ISLE AND ABOUT 2 MILES SOUTH OF THE AIR FIELD AT BAYSHORE PARK. EA2196' EA2196'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES 1193 EA2196'AND 1201 SOUTH OF THE SALTER PATH METHODIST CHURCH IN SALTER EA2196'PATH GO WEST ON COUNTY ROUTE 1201 FOR 4.5 MILES TO POINT WHERE EA2196'ROAD MAKES SHARP TURN TO LEFT. TURN LEFT AND GO 0.05 MILES TO EA2196'POINT WHERE ROAD MAKES SHARP TURN TO RIGHT. TURN RIGHT AND EA2196'FOLLOW SURFACED ROAD FOR 1.9 MILES TO SIGN BOGUE SOUND FERRY. EA2196'TURN RIGHT AS PER SIGN AND GO 0.1 MILE TO SHARP TURN TO LEFT. EA2196'TURN LEFT AND FOLLOW SURFACED ROAD FOR 2.3 MILES TO STATION ON EA2196'RIGHT AT CLEARED RIGHT OF WAY AS DESCRIBED. TO REACH AZIMUTH EA2196'MARK CONTINUE WEST ON SURFACED ROAD FOR 0.3 MILE TO BOGUE EA2196'INLET ROAD ON LEFT. CONTINUE WEST FOR 0.05 MILE TO EA2196'AZIMUTH MARK ON LEFT (SOUTH) SIDE OF ROAD AS DESCRIBED. EA2196' EA2196'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A EA2196'12X12 INCH CONCRETE MONUMENT THAT IS FLUSH AND IS 31 FEET WEST OF EA2196'THE APPROXIMATE CENTER OF CLEARED RIGHT OF WAY, 3.2 FEET SOUTHWEST EA2196'OF WITNESS POST WITH METAL SIGN AND 44-1/2 FEET NORTH OF THE EA2196'APPROXIMATE CENTER OF ASPHALT ROAD. THE DISK IS STAMPED RICK EA2196'1962. EA2196' EA2196'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK SET IN THE TOP EA2196'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND EA2196'IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF ASPHALT ROAD 34-1/2 EA2196'FEET EAST OF THE APPROXIMATE CENTER OF CLEARED RIGHT OF WAY AND EA2196'18 INCHES NORTH OF EDGE OF BANK. THE DISK IS STAMPED RICK NO 1 EA2196'1962. EA2196' EA2196'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK SET IN THE TOP EA2196'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES EA2196'AND IS 57 FEET SOUTH OF THE APPROXIMATE CENTER OF ASPHALT ROAD, EA2196'18 FEET WEST OF THE APPROXIMATE CENTER OF CLEARED RIGHT OF WAY AND EA2196'12 FEET NORTHEAST OF THE NORTHEAST CORNER OF WOOD LOT. THE DISK EA2196'IS STAMPED RICK NO 2 1962. EA2196' EA2196'AZIMUTH MARK IS MARKED BY A STANDARD DISK SET IN THE TOP OF A EA2196'12X12 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND IS 2.5 EA2196'FEET EAST OF WITNESS POST WITH METAL SIGN, 3 FEET EAST OF POWER EA2196'POLE AND 51-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF ASPHALT EA2196'ROAD. THE DISK IS STAMPED RICK 1962. EA2196' EA2196'HEIGHT OF LIGHT ABOVE STATION MARK 19.42 METERS. EA2196 EA2196 STATION RECOVERY (1965) EA2196 EA2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2196'THE STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION. EA2196' EA2196'R.M. NO. 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND. ANGLE AND EA2196'DISTANCES PLACED THE R.M. IN A NEW CONSTRUCTED ROADWAY. IT IS EA2196'BELIEVED TO BE DESTROYED. EA2196' EA2196'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EA2196'ADDITIONS. EA2196' EA2196'COUNTY ROUTE 1201 IS NOW CHANGED TO COUNTY ROUTE 1216. EA2196' EA2196'THE STATION IS LOCATED AT THE INTERSECTION OF COUNTY ROUTE EA2196'1216 AND A DIRT ROAD LEADING TO THE BEACH. IT IS IN THE EA2196'NORTHWEST QUADRANT, 52.4 FEET NORTHWEST OF JUNCTION OF COUNTY EA2196'ROUTE 1216 AND DIRT ROAD, 42.6 FEET NORTH OF CENTER LINE OF EA2196'ASPHALT ROAD, 13.3 FEET SOUTH OF A 5 INCH BLAZED PINE TREE, EA2196'10.3 FEET EAST OF A 4 INCH BLAZED CEDAR TREE, 3.2 FEET EA2196'SOUTHWEST OF A WITNESS POST AND SIGN AND IS FLUSH WITH THE EA2196'GROUND. EA2196' EA2196'R.M. NO. 1 IS 21.9 FEET NORTH OF CENTERLINE OF ASPHALT ROAD EA2196'(COUNTY ROUTE 1216). IT PROJECTS 1 INCH ABOVE THE GROUND. EA2196' EA2196'STAMPINGS AND ALL OTHER DISTANCES WERE VERIFIED. EA2196 EA2196 STATION RECOVERY (1974) EA2196 EA2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2196'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION AS EA2196'DESCRIBED IN 1962 WITH THE FOLLOWING ADDITIONS. EA2196' EA2196'STATION MARK IS 1 FOOT BELOW THE LEVEL OF THE GROUND INSTEAD OF EA2196'FLUSH. EA2196'R.M. 1 NOW PROJECTS 1.5 FEET INSTEAD OF 2 INCHES. EA2196'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND AND THE AZIMUTH MARK WAS EA2196'ALSO SEARCHED FOR AND NOT FOUND AND IS BELIEVED TO HAVE BEEN EA2196'DESTROYED WHEN A NEW WATER LINE WAS LAID IN THE AREA AND A STORE EA2196'MANAGER STATED THAT HE HAD KNOWN OF ITS EXISTENCE BEFORE THE EA2196'WATER LINE. EA2196 EA2196 STATION RECOVERY (1977) EA2196 EA2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) EA2196'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED AND EA2196'FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 APPEARS TO EA2196'HAVE BEEN STRUCK BY HEAVY EQUIPMENT AND IS TILTED SLIGHTLY BUT EA2196'STILL FIRM IN THE GROUND. AZIMUTH MARK WAS NOT RECOVERED AND EA2196'APPARENTLY IS COVERED BY A LARGE PILE OF OYSTER SHELLS. THE EA2196'STATE HIGHWAY DEPARTMENT REQUESTED THAT REFERENCE MARK NO. 1 BE EA2196'RELOCATED OUT OF CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS SO EA2196'REFERENCE MARK NO. 3 WAS ESTABLISHED AND REFERENCE MARK NO. 1 EA2196'WAS THEN DESTROYED. A SHORTER DISTANCE OF .10 FOOT OR .029 EA2196'METER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 AND A EA2196'SHORTER DISTANCE OF .28 FOOT OR .085 METER WAS FOUND IN THE EA2196'DISTANCE TO REFERENCE MARK NO. 2. A DIFFERENCE OF ABOUT 29 EA2196'MINUTES WAS FOUND IN THE ANGLE BETWEEN THE REFERENCE EA2196'MARKS. ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EA2196'FOLLOWING ADDITIONAL INFORMATION. EA2196' EA2196'REFERENCE MARK NO. 3 IS 43 FEET NORTH OF THE CENTERLINE OF EA2196'MAIN ROAD, 23 FEET EAST OF THE CENTERLINE OF UNPAVED STREET AND EA2196'2.5 FEET SOUTH OF UTILITY POLE. MARK IS A STANDARD DISK SET EA2196'FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN EA2196'DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RICK EA2196'1962 NO 3 1977. EA2196' EA2196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2196'5 MILES WEST OF EMERALD ISLE. EA2196 EA2196 STATION RECOVERY (2003) EA2196 EA2196'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2196'STREET NOW PAVED. 200 BLOCK OF LIVE OAK STREET. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1302 *********************************************************************** EA1302 DESIGNATION - S 108 RESET 1974 EA1302 PID - EA1302 EA1302 STATE/COUNTY- NC/CARTERET EA1302 USGS QUAD - WILLISTON (1983) EA1302 EA1302 *CURRENT SURVEY CONTROL EA1302 ___________________________________________________________________ EA1302* NAD 83(1986)- 34 47 10. (N) 076 30 30. (W) SCALED EA1302* NAVD 88 - 2.435 (meters) 7.99 (feet) ADJUSTED EA1302 ___________________________________________________________________ EA1302 GEOID HEIGHT- -37.65 (meters) GEOID99 EA1302 DYNAMIC HT - 2.433 (meters) 7.98 (feet) COMP EA1302 MODELED GRAV- 979,720.2 (mgal) NAVD 88 EA1302 EA1302 VERT ORDER - SECOND CLASS II EA1302 EA1302.The horizontal coordinates were scaled from a topographic map and have EA1302.an estimated accuracy of +/- 6 seconds. EA1302 EA1302.The orthometric height was determined by differential leveling EA1302.and adjusted by the National Geodetic Survey in June 1991. EA1302 EA1302.The geoid height was determined by GEOID99. EA1302 EA1302.The dynamic height is computed by dividing the NAVD 88 EA1302.geopotential number by the normal gravity value computed on the EA1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1302.degrees latitude (g = 980.6199 gals.). EA1302 EA1302.The modeled gravity was interpolated from observed gravity values. EA1302 EA1302; North East Units Estimated Accuracy EA1302;SPC NC - 117,800. 837,610. MT (+/- 180 meters Scaled) EA1302 EA1302 SUPERSEDED SURVEY CONTROL EA1302 EA1302.No superseded survey control is available for this station. EA1302 EA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD619503(NAD 83) EA1302_MARKER: DB = BENCH MARK DISK EA1302_SETTING: 32 = WINGWALL EA1302_STAMPING: S 108 RESET 1974 EA1302_MARK LOGO: NGS EA1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1302+STABILITY: SURFACE MOTION EA1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1302+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA1302 EA1302 HISTORY - Date Condition Report By EA1302 HISTORY - 1974 MONUMENTED NCDOT EA1302 HISTORY - 1982 GOOD NCGS EA1302 HISTORY - 1985 GOOD USPSQD EA1302 HISTORY - 1988 GOOD USPSQD EA1302 HISTORY - 20030203 GOOD USPSQD EA1302 EA1302 STATION DESCRIPTION EA1302 EA1302'DESCRIBED BY NC DOT DIV OF HWYS 1974 EA1302'IN WILLISTON. EA1302'IN WILLISTON, ALONG U.S. HIGHWAY 70, 248 YARDS WEST OF WILLISTON EA1302'POST OFFICE BUILDING, IN TOP OF CONCRETE WINGWALL AT THE SOUTHEAST EA1302'CORNER OF A CONCRETE BRIDGE OVER WILLISTON CREEK, 23 FEET SOUTH OF THE EA1302'CENTERLINE OF THE HIGHWAY. EA1302 EA1302 STATION RECOVERY (1982) EA1302 EA1302'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1302'RECOVERED IN GOOD CONDITION. EA1302'THE DESCRIPTION IS ADEQUATE EXCEPT THE DISK IS IN SOUTHEAST END OF THE EA1302'NORTHEAST BRIDGE ABUTMENT, 3.0 FEET NORTHWEST OF END OF WINGWALL. EA1302 EA1302 STATION RECOVERY (1985) EA1302 EA1302'RECOVERY NOTE BY US POWER SQUADRON 1985 EA1302'RECOVERED IN GOOD CONDITION. EA1302 EA1302 STATION RECOVERY (1988) EA1302 EA1302'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1302'RECOVERED IN GOOD CONDITION. EA1302 EA1302 STATION RECOVERY (2003) EA1302 EA1302'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1302'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2003 *********************************************************************** EA2003 DESIGNATION - SALTER EA2003 PID - EA2003 EA2003 STATE/COUNTY- NC/CARTERET EA2003 USGS QUAD - SALTER PATH (1994) EA2003 EA2003 *CURRENT SURVEY CONTROL EA2003 ___________________________________________________________________ EA2003* NAD 83(1986)- 34 41 15.49879(N) 076 52 42.90189(W) ADJUSTED EA2003* NAVD 88 - 7.692 (meters) 25.24 (feet) ADJUSTED EA2003 ___________________________________________________________________ EA2003 LAPLACE CORR- -1.30 (seconds) DEFLEC99 EA2003 GEOID HEIGHT- -37.37 (meters) GEOID99 EA2003 DYNAMIC HT - 7.685 (meters) 25.21 (feet) COMP EA2003 MODELED GRAV- 979,700.9 (mgal) NAVD 88 EA2003 EA2003 HORZ ORDER - FIRST EA2003 VERT ORDER - SECOND CLASS II EA2003 EA2003.The North Carolina/South Carolina HARNS have been completed but, EA2003.due to contractual restrictions, coordinates for these stations EA2003.will NOT be published in the near future. In the interim, the EA2003.published coordinates in North and South Carolina will not be EA2003.consistent with the Continuously Operating Reference Stations EA2003.(CORS). The HARN coordinates for these stations are available EA2003.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2003.Lapine(803-896-7700). EA2003. EA2003.In addition, the published North and South Carolina positions EA2003.(NAD 83 (1986)) are NOT consistent with those determined in EA2003.adjacent state readjustments. The discontinuity between stations EA2003.located in North or South Carolina and those in adjacent states EA2003.which have been adjusted to the HARN may be as much as 5 EA2003.decimeters. This will result in a significant loss of accuracy EA2003.over lines crossing such state borders. EA2003 EA2003 EA2003.The horizontal coordinates were established by GPS observations EA2003.and adjusted by the National Geodetic Survey in March 1997. EA2003 EA2003.The orthometric height was determined by differential leveling EA2003.and adjusted by the National Geodetic Survey in May 1997. EA2003 EA2003.The Laplace correction was computed from DEFLEC99 derived deflections. EA2003 EA2003.The geoid height was determined by GEOID99. EA2003 EA2003.The dynamic height is computed by dividing the NAVD 88 EA2003.geopotential number by the normal gravity value computed on the EA2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2003.degrees latitude (g = 980.6199 gals.). EA2003 EA2003.The modeled gravity was interpolated from observed gravity values. EA2003 EA2003; North East Units Scale Converg. EA2003;SPC NC - 106,090.331 803,964.264 MT 0.99992073 +1 13 27.9 EA2003;UTM 18 - 3,840,010.092 327,916.280 MT 0.99996500 -1 04 09.7 EA2003 EA2003: Primary Azimuth Mark Grid Az EA2003:SPC NC - KNOLL 307 47 11.8 EA2003:UTM 18 - KNOLL 310 04 49.4 EA2003 EA2003|---------------------------------------------------------------------| EA2003| PID Reference Object Distance Geod. Az | EA2003| dddmmss.s | EA2003| EA3751 SALTER RM 1 14.387 METERS 04255 | EA2003| EA1400 KNOLL APPROX. 6.6 KM 3090039.7 | EA2003| EA3752 SALTER RM 2 14.170 METERS 31358 | EA2003|---------------------------------------------------------------------| EA2003 EA2003 SUPERSEDED SURVEY CONTROL EA2003 EA2003 NAD 83(1986)- 34 41 15.49879(N) 076 52 42.90189(W) AD( ) 2 EA2003 NAD 27 - 34 41 14.91431(N) 076 52 44.11132(W) AD( ) 2 EA2003 NGVD 29 - 8.3 (m) 27. (f) VERT ANG EA2003 EA2003.Superseded values are not recommended for survey control. EA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2003.See file dsdata.txt to determine how the superseded data were derived. EA2003 EA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2791640010(NAD 83) EA2003_MARKER: DS = TRIANGULATION STATION DISK EA2003_SETTING: 0 = UNSPECIFIED SETTING EA2003_STAMPING: SALTER 1962 EA2003_MARK LOGO: CGS EA2003_MAGNETIC: I = MARKER IS A STEEL ROD EA2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2003+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 EA2003 EA2003 HISTORY - Date Condition Report By EA2003 HISTORY - 1962 MONUMENTED CGS EA2003 HISTORY - 1964 GOOD CGS EA2003 HISTORY - 1970 GOOD NGS EA2003 HISTORY - 1974 GOOD NGS EA2003 HISTORY - 1976 GOOD ALSTER EA2003 HISTORY - 19921219 GOOD NCGS EA2003 HISTORY - 20030205 GOOD USPSQD EA2003 EA2003 STATION DESCRIPTION EA2003 EA2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA2003'STATION IS LOCATED ON THE OCEAN SIDE OF BOGUE BANKS, ABOUT 8 EA2003'MILES WEST OF ATLANTIC BEACH, ABOUT 7 MILES SOUTH OF NEWPORT, EA2003'AND ABOUT 1/2 MILE EAST OF THE CENTER OF THE SMALL VILLAGE OF EA2003'SALTER PATH. IT IS 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER EA2003'OF HOUSE, 78 FEET SOUTH OF POWERLINE POLE, 20 FEET NORTH OF THE EA2003'CENTER OF SURFACED ROAD, AND 2.5 FEET NORTHWEST OF WOOD WITNESS EA2003'POST WITH SIGN. STATION IS MARKED BY A STANDARD DISK CLAMPED EA2003'TO THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN 32 EA2003'FEET INTO GROUND. THE ROD IS WITHIN A 1 INCH BY 5 FOOT EA2003'GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT GALANIZED EA2003'PIPE. THE DISK IS STAMPED SALTER 1962 AND PROJECTS 12 EA2003'INCHES ABOVE THE SURFACE OF THE GROUND. EA2003' EA2003'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE EA2003'NO. 1193 AND COUNTY ROUTE NO. 1201 NEAR THE SALTER PATH, EA2003'METHODIST CHURCH. IN SALTER PATH. GO EAST ON COUNTY ROUTE NO. EA2003'1201 FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH EA2003'AND EAST ON SURFACED ROAD FOR 0.2 MILE TO STATION ON THE LEFT EA2003'AS DESCRIBED. EA2003' EA2003'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF POWERLINE POLE, EA2003'66 FEET SOUTHEAST OF POWERLINE POLE, 65 FEET SOUTH OF THE EA2003'SOUTHWEST CORNER OF HOUSE AND 50 FEET NORTH OF THE CENTER OF EA2003'SURFACE ROAD. IT IS MARKED BY A STANDARD DISK CLAMPED TO THE EA2003'TOP OF A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO EA2003'THE GROUND. THE ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED EA2003'PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE. THE EA2003'DISK IS STAMPED SALTER NO 1 1962 AND PROJECTS 10 INCHES ABOVE EA2003'THE SURFACE OF THE GROUND. EA2003' EA2003'REFERENCE MARK NO. 2 IS 55-1/2 FEET NORTH OF THE CENTER OF EA2003'SURFACED ROAD AND 54-1/2 FEET SOUTHWEST OF POWERLINE POLE. IT EA2003'IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH EA2003'COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO THE GROUND. THE EA2003'ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE THAT IS WITHIN EA2003'A 2 INCH BY 5 FOOT GALVANIZED PIPE. THE DISK IS STAMPED SALTER EA2003'NO 2 1962 AND PROJECTS 10 INCHES ABOVE THE SURFACE OF THE EA2003'GROUND. EA2003' EA2003'HEIGHT OF STAND ABOVE STATION MARK 4.32 METERS. EA2003 EA2003 STATION RECOVERY (1964) EA2003 EA2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2003'STATION MARK, R.M. 1, AND R.M. 2 RECOVERED IN GOOD CONDITION. THE EA2003'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED. THE ORIGINAL EA2003'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- EA2003' EA2003'THE STATION MARK IS NOW 3.6 FEET SOUTH OF A WITNESS POST AND IS 2 EA2003'INCHES EAST OF THE EAST EDGE OF A WOOD GARBAGE CAN HOLDER. EA2003 EA2003 STATION RECOVERY (1970) EA2003 EA2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EA2003'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN EA2003'GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. EA2003 EA2003 STATION RECOVERY (1974) EA2003 EA2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2003'STATION MARK, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION AS EA2003'DESCRIBED BY S.C.M. IN 1962 EXCEPT THE WOOD WITNESS POST IS METAL. EA2003' EA2003'COUNTY ROUTE 1201 IS NOW 1216. EA2003 EA2003 STATION RECOVERY (1976) EA2003 EA2003'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA2003'SALTER 1932 RECOVERED GOOD. BOTH RMS FOUND. EA2003' EA2003'RM NO. 1 AND RM NO. 2 FOUND GOOD. EA2003' EA2003'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI W. OF ATLANTIC EA2003'BEACH. EA2003 EA2003 STATION RECOVERY (1992) EA2003 EA2003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA2003'RECOVERED AS DESCRIBED BY VISUAL INSPECTION--REFERENCES WERE NOT EA2003'CHECKED. RM 1 AND RM 2 WERE ALSO FOUND IN GOOD CONDITION. EA2003 EA2003 STATION RECOVERY (2003) EA2003 EA2003'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA2003'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3751 *********************************************************************** EA3751 DESIGNATION - SALTER RM 1 EA3751 PID - EA3751 EA3751 STATE/COUNTY- NC/CARTERET EA3751 USGS QUAD - SALTER PATH (1994) EA3751 EA3751 *CURRENT SURVEY CONTROL EA3751 ___________________________________________________________________ EA3751* NAD 83(1986)- 34 41 16. (N) 076 52 42. (W) SCALED EA3751* NAVD 88 - 7.899 (meters) 25.92 (feet) ADJUSTED EA3751 ___________________________________________________________________ EA3751 GEOID HEIGHT- -37.37 (meters) GEOID99 EA3751 DYNAMIC HT - 7.892 (meters) 25.89 (feet) COMP EA3751 MODELED GRAV- 979,700.9 (mgal) NAVD 88 EA3751 EA3751 VERT ORDER - SECOND CLASS II EA3751 EA3751.The horizontal coordinates were scaled from a topographic map and have EA3751.an estimated accuracy of +/- 6 seconds. EA3751 EA3751.The orthometric height was determined by differential leveling EA3751.and adjusted by the National Geodetic Survey in May 1997. EA3751 EA3751.The geoid height was determined by GEOID99. EA3751 EA3751.The dynamic height is computed by dividing the NAVD 88 EA3751.geopotential number by the normal gravity value computed on the EA3751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3751.degrees latitude (g = 980.6199 gals.). EA3751 EA3751.The modeled gravity was interpolated from observed gravity values. EA3751 EA3751; North East Units Estimated Accuracy EA3751;SPC NC - 106,110. 803,990. MT (+/- 180 meters Scaled) EA3751 EA3751 SUPERSEDED SURVEY CONTROL EA3751 EA3751.No superseded survey control is available for this station. EA3751 EA3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD279400(NAD 83) EA3751_MARKER: I = METAL ROD EA3751_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA3751_STAMPING: SALTER NO 1 1962 EA3751_MARK LOGO: CGS EA3751_MAGNETIC: I = MARKER IS A STEEL ROD EA3751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3751+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1992 EA3751 EA3751 HISTORY - Date Condition Report By EA3751 HISTORY - 1962 MONUMENTED CGS EA3751 HISTORY - 19921214 GOOD NCGS EA3751 HISTORY - 20030205 MARK NOT FOUND USPSQD EA3751 EA3751 STATION DESCRIPTION EA3751 EA3751'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3751'RECOVERED AS DESCRIBED. REFERENCES NOT CHECKED AT THIS TIME. EA3751 EA3751 STATION RECOVERY (2003) EA3751 EA3751'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA3751'AREA OVERGROWN WITH TALL THICKET. FOUND REFERENCE MARK ON POWER POLE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3752 *********************************************************************** EA3752 DESIGNATION - SALTER RM 2 EA3752 PID - EA3752 EA3752 STATE/COUNTY- NC/CARTERET EA3752 USGS QUAD - SALTER PATH (1994) EA3752 EA3752 *CURRENT SURVEY CONTROL EA3752 ___________________________________________________________________ EA3752* NAD 83(1986)- 34 41 16. (N) 076 52 43. (W) SCALED EA3752* NAVD 88 - 7.584 (meters) 24.88 (feet) ADJUSTED EA3752 ___________________________________________________________________ EA3752 GEOID HEIGHT- -37.37 (meters) GEOID99 EA3752 DYNAMIC HT - 7.577 (meters) 24.86 (feet) COMP EA3752 MODELED GRAV- 979,700.9 (mgal) NAVD 88 EA3752 EA3752 VERT ORDER - SECOND CLASS II EA3752 EA3752.The horizontal coordinates were scaled from a topographic map and have EA3752.an estimated accuracy of +/- 6 seconds. EA3752 EA3752.The orthometric height was determined by differential leveling EA3752.and adjusted by the National Geodetic Survey in May 1997. EA3752 EA3752.The geoid height was determined by GEOID99. EA3752 EA3752.The dynamic height is computed by dividing the NAVD 88 EA3752.geopotential number by the normal gravity value computed on the EA3752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3752.degrees latitude (g = 980.6199 gals.). EA3752 EA3752.The modeled gravity was interpolated from observed gravity values. EA3752 EA3752; North East Units Estimated Accuracy EA3752;SPC NC - 106,110. 803,960. MT (+/- 180 meters Scaled) EA3752 EA3752 SUPERSEDED SURVEY CONTROL EA3752 EA3752.No superseded survey control is available for this station. EA3752 EA3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD279400(NAD 83) EA3752_MARKER: I = METAL ROD EA3752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA3752_STAMPING: SALTER NO 2 1962 EA3752_MAGNETIC: I = MARKER IS A STEEL ROD EA3752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3752+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1992 EA3752 EA3752 HISTORY - Date Condition Report By EA3752 HISTORY - 1962 MONUMENTED CGS EA3752 HISTORY - 19921214 GOOD NCGS EA3752 HISTORY - 20030205 MARK NOT FOUND USPSQD EA3752 EA3752 STATION DESCRIPTION EA3752 EA3752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA3752'RECOVERED AS DESCRIBED. REFERENCES NOT CHECKED AT THIS TIME. EA3752 EA3752 STATION RECOVERY (2003) EA3752 EA3752'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA3752'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7474 *********************************************************************** AC7474 DESIGNATION - SEAVIEW AC7474 PID - AC7474 AC7474 STATE/COUNTY- NC/CARTERET AC7474 USGS QUAD - SWANSBORO (1994) AC7474 AC7474 *CURRENT SURVEY CONTROL AC7474 ___________________________________________________________________ AC7474* NAD 83(1986)- 34 39 50.56227(N) 077 02 17.23131(W) ADJUSTED AC7474* NAVD 88 - 4.703 (meters) 15.43 (feet) ADJUSTED AC7474 ___________________________________________________________________ AC7474 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AC7474 GEOID HEIGHT- -37.14 (meters) GEOID99 AC7474 DYNAMIC HT - 4.699 (meters) 15.42 (feet) COMP AC7474 MODELED GRAV- 979,713.3 (mgal) NAVD 88 AC7474 AC7474 HORZ ORDER - FIRST AC7474 VERT ORDER - SECOND CLASS II AC7474 AC7474.The North Carolina/South Carolina HARNS have been completed but, AC7474.due to contractual restrictions, coordinates for these stations AC7474.will NOT be published in the near future. In the interim, the AC7474.published coordinates in North and South Carolina will not be AC7474.consistent with the Continuously Operating Reference Stations AC7474.(CORS). The HARN coordinates for these stations are available AC7474.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7474.Lapine(803-896-7700). AC7474. AC7474.In addition, the published North and South Carolina positions AC7474.(NAD 83 (1986)) are NOT consistent with those determined in AC7474.adjacent state readjustments. The discontinuity between stations AC7474.located in North or South Carolina and those in adjacent states AC7474.which have been adjusted to the HARN may be as much as 5 AC7474.decimeters. This will result in a significant loss of accuracy AC7474.over lines crossing such state borders. AC7474 AC7474 AC7474.The horizontal coordinates were established by GPS observations AC7474.and adjusted by the National Geodetic Survey in March 1997. AC7474 AC7474.The orthometric height was determined by differential leveling AC7474.and adjusted by the National Geodetic Survey in May 1997. AC7474 AC7474.The Laplace correction was computed from DEFLEC99 derived deflections. AC7474 AC7474.The geoid height was determined by GEOID99. AC7474 AC7474.The dynamic height is computed by dividing the NAVD 88 AC7474.geopotential number by the normal gravity value computed on the AC7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7474.degrees latitude (g = 980.6199 gals.). AC7474 AC7474.The modeled gravity was interpolated from observed gravity values. AC7474 AC7474; North East Units Scale Converg. AC7474;SPC NC - 103,173.095 789,401.363 MT 0.99992483 +1 07 56.4 AC7474;UTM 18 - 3,837,677.636 313,247.239 MT 1.00002989 -1 09 34.4 AC7474 AC7474: Primary Azimuth Mark Grid Az AC7474:SPC NC - EMERALD ISLE WEST TANK 070 47 01.0 AC7474:UTM 18 - EMERALD ISLE WEST TANK 073 04 31.8 AC7474 AC7474|---------------------------------------------------------------------| AC7474| PID Reference Object Distance Geod. Az | AC7474| dddmmss.s | AC7474| AE5098 EMERALD ISLE WEST TANK 0715457.4 | AC7474|---------------------------------------------------------------------| AC7474 AC7474 SUPERSEDED SURVEY CONTROL AC7474 AC7474.No superseded survey control is available for this station. AC7474 AC7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1324737678(NAD 83) AC7474_MARKER: DH = HORIZONTAL CONTROL DISK AC7474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7474_STAMPING: SEAVIEW 1992 AC7474_MARK LOGO: NCGS AC7474_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7474+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7474 AC7474 HISTORY - Date Condition Report By AC7474 HISTORY - 1992 MONUMENTED NCGS AC7474 HISTORY - 20030205 GOOD USPSQD AC7474 AC7474 STATION DESCRIPTION AC7474 AC7474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7474'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR AC7474'0.3 M (1.0 FT) WEST FROM THE POST OFFICE IN EMERALD ISLE, AT EAST AC7474'SEAVIEW DRIVE, IN THE SOUTH SHOULDER OF NC 58.$MARK IS RECESSED 2 AC7474'INCHES BELOW GROUND AND IS 1-FOOT HIGHER THAN NC 58. LOCATED 45.5 FT AC7474'(13.9 M) SOUTH OF THE CENTERLINE OF NC 58, 29.2 FT (8.9 M) EAST OF THE AC7474'CENTERLINE OF EAST SEAVIEW DRIVE, 16.7 FT (5.1 M) SOUTHEAST OF A METAL AC7474'STREET SIGN POST--AND 40.3 FT (12.3 M) WEST OF A 6-INCH WIRE FENCE AC7474'CORNER POST, 106.7 FT (32.5 M) NORTHEAST OF A POWER POLE--BOTH WITH AC7474'REFERENCE TAGS.$EMERALD ISLE WEST TANK IS VISIBLE AND THE GRID AZIMUTH AC7474'IS--70-47-00.90. AC7474 AC7474 STATION RECOVERY (2003) AC7474 AC7474'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7474'NOW 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1786 *********************************************************************** EA1786 DESIGNATION - SHELL 3 1913 EA1786 PID - EA1786 EA1786 STATE/COUNTY- NC/CARTERET EA1786 USGS QUAD - HARKERS ISLAND (1983) EA1786 EA1786 *CURRENT SURVEY CONTROL EA1786 ___________________________________________________________________ EA1786* NAD 83(1986)- 34 40 58.50330(N) 076 31 30.27229(W) ADJUSTED EA1786* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1786 ___________________________________________________________________ EA1786 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EA1786 GEOID HEIGHT- -37.61 (meters) GEOID99 EA1786 EA1786 HORZ ORDER - THIRD EA1786 EA1786.The North Carolina/South Carolina HARNS have been completed but, EA1786.due to contractual restrictions, coordinates for these stations EA1786.will NOT be published in the near future. In the interim, the EA1786.published coordinates in North and South Carolina will not be EA1786.consistent with the Continuously Operating Reference Stations EA1786.(CORS). The HARN coordinates for these stations are available EA1786.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1786.Lapine(803-896-7700). EA1786. EA1786.In addition, the published North and South Carolina positions EA1786.(NAD 83 (1986)) are NOT consistent with those determined in EA1786.adjacent state readjustments. The discontinuity between stations EA1786.located in North or South Carolina and those in adjacent states EA1786.which have been adjusted to the HARN may be as much as 5 EA1786.decimeters. This will result in a significant loss of accuracy EA1786.over lines crossing such state borders. EA1786 EA1786 EA1786.The horizontal coordinates were established by classical geodetic methods EA1786.and adjusted by the National Geodetic Survey in July 1986. EA1786 EA1786.The orthometric height was scaled from a topographic map. EA1786 EA1786.The Laplace correction was computed from DEFLEC99 derived deflections. EA1786 EA1786.The geoid height was determined by GEOID99. EA1786 EA1786; North East Units Scale Converg. EA1786;SPC NC - 106,316.614 836,359.327 MT 0.99992153 +1 25 42.4 EA1786;UTM 18 - 3,838,938.915 360,293.755 MT 0.99984057 -0 52 04.7 EA1786 EA1786: Primary Azimuth Mark Grid Az EA1786:SPC NC - CAPE LOOKOUT LIGHTHOUSE 178 08 57.2 EA1786:UTM 18 - CAPE LOOKOUT LIGHTHOUSE 180 26 44.3 EA1786 EA1786|---------------------------------------------------------------------| EA1786| PID Reference Object Distance Geod. Az | EA1786| dddmmss.s | EA1786| EA1578 RUSH IS HOGPEN BAY CLUBHSE CHY APPROX. 2.8 KM 0943701.4 | EA1786| EA1718 CAPE LOOKOUT NE RADIO TOWER APPROX. 5.4 KM 1702638.7 | EA1786| EA1794 CAPE LOOKOUT LIGHTHOUSE APPROX. 6.7 KM 1793439.6 | EA1786| EA1719 CAPE LOOKOUT NW RADIO TOWER APPROX. 5.5 KM 1864029.0 | EA1786| EA1730 GULL APPROX. 3.2 KM 2671049.7 | EA1786| EA1789 SHELL 1908 RM 48.683 METERS 32215 | EA1786|---------------------------------------------------------------------| EA1786 EA1786 SUPERSEDED SURVEY CONTROL EA1786 EA1786 NAD 27 - 34 40 57.92169(N) 076 31 31.54882(W) AD( ) 3 EA1786 EA1786.Superseded values are not recommended for survey control. EA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1786.See file dsdata.txt to determine how the superseded data were derived. EA1786 EA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6029438939(NAD 83) EA1786_MARKER: U = CONCRETE POST EA1786_SETTING: 0 = UNSPECIFIED SETTING EA1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1786 EA1786 HISTORY - Date Condition Report By EA1786 HISTORY - 1913 MONUMENTED CGS EA1786 HISTORY - 1927 MARK NOT FOUND CGS EA1786 HISTORY - 1947 MARK NOT FOUND CGS EA1786 HISTORY - 1964 MARK NOT FOUND CGS EA1786 HISTORY - 20030203 MARK NOT FOUND USPSQD EA1786 EA1786 STATION DESCRIPTION EA1786 EA1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW) EA1786'AT THE S END OF CORE SOUND, ON THE SIDE AT THE ENTRANCE TO EA1786'BACK SOUND, AT THE SE EXTREMITY OF HARKERS ISLAND, ON SHELLS EA1786'POINT WHICH IS A FLAT, COVERED AT EXTREME HIGH WATER AND BACKED EA1786'BY A RIDGE OF SHELLS FROM 4 TO 8 FEET IN HEIGHT, ON THE SAND EA1786'BEACH E OF THE RIDGE OF SHELLS AND ABOUT 50 FEET FROM THE TIP EA1786'OF THE POINT AT LOW WATER. THE STATION MARK IS A CONCRETE EA1786'MONUMENT. THE REFERENCE MARK IS ONE ESTABLISHED IN 1908 FOR EA1786'PREVIOUS STATION SHELL, WHICH IS LOST, AND CONSISTS OF A EA1786'COPPER NAIL IN A DRAIN TILE FILLED WITH AND SET IN CONCRETE EA1786'WITH THE TOP 2 INCHES BELOW THE SURFACE. IT IS LOCATED ON EA1786'THE N SIDE OF THE POINT AT HIGH-WATER MARK. ON THE RIDGE OF EA1786'SHELLS, 48.68 METERS (159.7 FEET) FROM THE STATION EA1786'N 37 DEG 45 MIN W. EA1786 EA1786 STATION RECOVERY (1927) EA1786 EA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1786'SEARCHED FOR BUT NOT RECOVERED. STATION MARK IS PROBABLY EA1786'COVERED WITH SHELLS. EA1786' EA1786'THE REFERENCE MARK COULD NOT BE FOUND. A MORE THOROUGH SEARCH EA1786'MIGHT RESULT IN RECOVERY OF THE MARKS. EA1786 EA1786 STATION RECOVERY (1947) EA1786 EA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA1786'UNABLE TO FIND STATION. RECOVERY NOTE FOR 1927 EA1786'CONFIRMED. (REPLACED BY TRIANGUALTION STATION SAM 1933.) EA1786 EA1786 STATION RECOVERY (1964) EA1786 EA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1786'LOST. A SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION OF EA1786'THE STATION, BUT NOTHING WAS FOUND. STATION REPORTED BY F.L.P. EA1786'IN 1927 AND R.J.S. IN 1947. EA1786 EA1786 STATION RECOVERY (2003) EA1786 EA1786'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1786'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1912 *********************************************************************** EA1912 DESIGNATION - SHEPARDS POINT 1854 EA1912 PID - EA1912 EA1912 STATE/COUNTY- NC/CARTERET EA1912 USGS QUAD - BEAUFORT (1987) EA1912 EA1912 *CURRENT SURVEY CONTROL EA1912 ___________________________________________________________________ EA1912* NAD 83(1986)- 34 43 06.05279(N) 076 43 18.66680(W) ADJUSTED EA1912* NAVD 88 - -0. (meters) -0. (feet) SCALED EA1912 ___________________________________________________________________ EA1912 LAPLACE CORR- -0.47 (seconds) DEFLEC99 EA1912 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1912 EA1912 HORZ ORDER - THIRD EA1912 EA1912.The North Carolina/South Carolina HARNS have been completed but, EA1912.due to contractual restrictions, coordinates for these stations EA1912.will NOT be published in the near future. In the interim, the EA1912.published coordinates in North and South Carolina will not be EA1912.consistent with the Continuously Operating Reference Stations EA1912.(CORS). The HARN coordinates for these stations are available EA1912.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1912.Lapine(803-896-7700). EA1912. EA1912.In addition, the published North and South Carolina positions EA1912.(NAD 83 (1986)) are NOT consistent with those determined in EA1912.adjacent state readjustments. The discontinuity between stations EA1912.located in North or South Carolina and those in adjacent states EA1912.which have been adjusted to the HARN may be as much as 5 EA1912.decimeters. This will result in a significant loss of accuracy EA1912.over lines crossing such state borders. EA1912 EA1912 EA1912.The horizontal coordinates were established by classical geodetic methods EA1912.and adjusted by the National Geodetic Survey in July 1986. EA1912 EA1912.The orthometric height was scaled from a topographic map. EA1912 EA1912.The Laplace correction was computed from DEFLEC99 derived deflections. EA1912 EA1912.The geoid height was determined by GEOID99. EA1912 EA1912; North East Units Scale Converg. EA1912;SPC NC - 109,814.115 818,243.364 MT 0.99991563 +1 18 53.6 EA1912;UTM 18 - 3,843,159.197 342,333.278 MT 0.99990640 -0 58 51.1 EA1912 EA1912: Primary Azimuth Mark Grid Az EA1912:SPC NC - BEAUFORT HIGH SCHOOL CUPOLA 087 04 08.2 EA1912:UTM 18 - BEAUFORT HIGH SCHOOL CUPOLA 089 21 52.9 EA1912 EA1912|---------------------------------------------------------------------| EA1912| PID Reference Object Distance Geod. Az | EA1912| dddmmss.s | EA1912| EA1877 MOREHEAD CITY HOMERS HSE CHIM APPROX. 0.6 KM 0473434.6 | EA1912| EA1866 MOREHEAD CITY ATL HOTEL NW CUP APPROX. 1.5 KM 0804506.7 | EA1912| EA1867 MOREHEAD CITY ATL HOTEL SE CUP APPROX. 1.5 KM 0813722.0 | EA1912| EA1814 BEAUFORT HIGH SCHOOL CUPOLA APPROX. 5.1 KM 0882301.8 | EA1912| EA1949 BELLS DERRICK APPROX. 6.1 KM 2761841.9 | EA1912|---------------------------------------------------------------------| EA1912 EA1912 SUPERSEDED SURVEY CONTROL EA1912 EA1912 NAD 27 - 34 43 05.47407(N) 076 43 19.90562(W) AD( ) 3 EA1912 EA1912.Superseded values are not recommended for survey control. EA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1912.See file dsdata.txt to determine how the superseded data were derived. EA1912 EA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4233343159(NAD 83) EA1912_MARKER: Z = SEE DESCRIPTION EA1912_SETTING: 0 = UNSPECIFIED SETTING EA1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1912 EA1912 HISTORY - Date Condition Report By EA1912 HISTORY - 1854 MONUMENTED CGS EA1912 HISTORY - 1890 SEE DESCRIPTION CGS EA1912 HISTORY - 1908 MARK NOT FOUND CGS EA1912 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1912 EA1912 STATION DESCRIPTION EA1912 EA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (ASW) EA1912'ON THE EXTREME SOUTH POINT, 15 METERS NE FROM IT IS A SMALL EA1912'SWAMP-WATER POND, NEARLY SURROUNDED BY BUSHES. IT IS MARKED EA1912'BY AN EARTHEN CONE BURIED 3 FEET AND AT THE SURFACE BY A LIVE EA1912'OAK POST, WITH 3 LIVE OAK POSTS PLACED AROUND IT, IN THE USUAL EA1912'MANNER. EA1912 EA1912 STATION RECOVERY (1890) EA1912 EA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1890 (WCH) EA1912'AT THIS STATION THE CONE PLACED THERE BY ASST. WADSWORTH IN EA1912'1854 WAS FOUND IN PLACE THOUGH BROKEN INTO A NUMBER OF PIECES. THE EA1912'POINT HAS WASHED AWAY SO THAT THE STATION IS COVERED BY A EA1912'STRONG HIGH TIDE AND ONLY AT LOW TIDE CAN THE CONE BE REACHED EA1912'AND THEN WITH DIFFICULTY. THE LITTLE WOODEN STUB WHICH MARKED EA1912'THE CENTER WAS STILL SOUND AND THE CIRCLE OF THE CONE COULD EA1912'BE TRACED, THOUGH THE PIECES WERE SOMEWHAT SEPARATED. EA1912' EA1912'A SMALL MARBLE POST, 3 INCHES SQUARE, WITH A DRILL HOLE AT EA1912'CENTER AND THE LETTERS U.S.C.S. CUT AROUND IT, WAS CENTERED EA1912'ABOVE THE CONE. THE TOP OF THE STONE REACHES NEARLY TO THE EA1912'SURFACE. EA1912' EA1912'THREE STOUT CEDAR POSTS WERE ALSO PLANTED 6 FEET FROM THE EA1912'CENTER IN THE DIRECTIONS NORTH, N 120 DEG E, AND N 120 DEG W, EA1912'ALL BY COMPASS. EA1912 EA1912 STATION RECOVERY (1908) EA1912 EA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (JSH) EA1912'SHEPARDS POINT VISITED BUT NOT FOUND. THERE IS A SLIGHT CHANCE EA1912'THAT THE UNDERGROUND MARK MIGHT BE RECOVERED. EA1912 EA1912 STATION RECOVERY (2003) EA1912 EA1912'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1912'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0006 *********************************************************************** EA0006 DESIGNATION - SHORE EA0006 PID - EA0006 EA0006 STATE/COUNTY- NC/CARTERET EA0006 USGS QUAD - DAVIS (1983) EA0006 EA0006 *CURRENT SURVEY CONTROL EA0006 ___________________________________________________________________ EA0006* NAD 83(1986)- 34 47 29.41120(N) 076 27 36.80052(W) ADJUSTED EA0006* NAVD 88 - 0.763 (meters) 2.50 (feet) ADJUSTED EA0006 ___________________________________________________________________ EA0006 LAPLACE CORR- -1.36 (seconds) DEFLEC99 EA0006 GEOID HEIGHT- -37.70 (meters) GEOID99 EA0006 DYNAMIC HT - 0.762 (meters) 2.50 (feet) COMP EA0006 MODELED GRAV- 979,720.0 (mgal) NAVD 88 EA0006 EA0006 HORZ ORDER - FIRST EA0006 VERT ORDER - SECOND CLASS 0 EA0006 EA0006.The North Carolina/South Carolina HARNS have been completed but, EA0006.due to contractual restrictions, coordinates for these stations EA0006.will NOT be published in the near future. In the interim, the EA0006.published coordinates in North and South Carolina will not be EA0006.consistent with the Continuously Operating Reference Stations EA0006.(CORS). The HARN coordinates for these stations are available EA0006.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0006.Lapine(803-896-7700). EA0006. EA0006.In addition, the published North and South Carolina positions EA0006.(NAD 83 (1986)) are NOT consistent with those determined in EA0006.adjacent state readjustments. The discontinuity between stations EA0006.located in North or South Carolina and those in adjacent states EA0006.which have been adjusted to the HARN may be as much as 5 EA0006.decimeters. This will result in a significant loss of accuracy EA0006.over lines crossing such state borders. EA0006 EA0006 EA0006.The horizontal coordinates were established by GPS observations EA0006.and adjusted by the National Geodetic Survey in March 1997. EA0006 EA0006.The orthometric height was determined by differential leveling EA0006.and adjusted by the National Geodetic Survey in June 1991. EA0006 EA0006.The Laplace correction was computed from DEFLEC99 derived deflections. EA0006 EA0006.The geoid height was determined by GEOID99. EA0006 EA0006.The dynamic height is computed by dividing the NAVD 88 EA0006.geopotential number by the normal gravity value computed on the EA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0006.degrees latitude (g = 980.6199 gals.). EA0006 EA0006.The modeled gravity was interpolated from observed gravity values. EA0006 EA0006; North East Units Scale Converg. EA0006;SPC NC - 118,507.723 841,991.918 MT 0.99990465 +1 27 57.2 EA0006;UTM 18 - 3,850,893.401 366,410.100 MT 0.99981996 -0 49 59.9 EA0006 EA0006: Primary Azimuth Mark Grid Az EA0006:SPC NC - NOWHERE RESET 328 55 44.8 EA0006:UTM 18 - NOWHERE RESET 331 13 41.9 EA0006 EA0006|---------------------------------------------------------------------| EA0006| PID Reference Object Distance Geod. Az | EA0006| dddmmss.s | EA0006| EA1611 DAVIS SHORE NE CHURCH SPIRE APPROX. 0.6 KM 0004242.1 | EA0006| EA3782 SHORE RM 3 AZIMUTH 0071519.5 | EA0006| EA1604 BRETTS BAY BEACON APPROX. 4.4 KM 0482748.0 | EA0006| EA1615 KINGS POINT BEACON APPROX. 3.3 KM 0501052.7 | EA0006| EA1610 DAVIS SHORE BEACON APPROX. 1.7 KM 1505344.0 | EA0006| EA1608 DAVIS ISLAND BEACON APPROX. 4.3 KM 1854030.3 | EA0006| EA1794 CAPE LOOKOUT LIGHTHOUSE APPROX.19.6 KM 1972920.6 | EA0006| EA0007 SHORE RM 1 31.699 METERS 23010 | EA0006| EA0004 SHORE AZ MK 2794822.4 | EA0006| EA1612 DAVIS SHORE SW CHURCH SPIRE 329.499 METERS 29133 | EA0006| EA0005 SHORE RM 2 40.508 METERS 31012 | EA0006| EA1632 NOWHERE RESET APPROX.11.2 KM 3302342.0 | EA0006| EA1607 DAVIS CHIMNEY 1933 61.264 METERS 35241 | EA0006|---------------------------------------------------------------------| EA0006 EA0006 SUPERSEDED SURVEY CONTROL EA0006 EA0006 NAD 83(1986)- 34 47 29.41363(N) 076 27 36.79736(W) AD( ) 1 EA0006 NAD 27 - 34 47 28.82931(N) 076 27 38.08178(W) AD( ) 1 EA0006 NGVD 29 - 1.065 (m) 3.49 (f) ADJ UNCH 2 0 EA0006 EA0006.Superseded values are not recommended for survey control. EA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0006.See file dsdata.txt to determine how the superseded data were derived. EA0006 EA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6641050893(NAD 83) EA0006_MARKER: DS = TRIANGULATION STATION DISK EA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0006_STAMPING: SHORE 1933 EA0006_MARK LOGO: CGS EA0006_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0006+STABILITY: SURFACE MOTION EA0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0006+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1992 EA0006 EA0006 HISTORY - Date Condition Report By EA0006 HISTORY - 1933 MONUMENTED CGS EA0006 HISTORY - 1947 GOOD CGS EA0006 HISTORY - 1962 GOOD CGS EA0006 HISTORY - 1962 GOOD NGS EA0006 HISTORY - 1982 MARK NOT FOUND NCGS EA0006 HISTORY - 19920923 POOR NCGS EA0006 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0006 EA0006 STATION DESCRIPTION EA0006 EA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EA0006'STATION IS ON WEST SHORE OF CORE SOUND, ON PROPERTY OF EA0006'C. F. DAVIS. TO REACH FROM BEAUFORT, GO NORTH 17.8 MILES ON EA0006'UNITED STATES ROUTE 70 TO TOWN OF DAVIS, TURN RIGHT ONTO DIRT EA0006'ROAD OPPOSITE POINT WHERE THE HIGHWAY TURNS SHARP LEFT, AND EA0006'FOLLOW DIRT ROAD 0.4 MILE TO CROSSROADS AT CHURCH. HERE TURN EA0006'LEFT AND PROCEED 0.2 MILE TO MR. DAVIS HOUSE AND PIER AT EA0006'EDGE OF WATER. STATION IS ACROSS ROAD FROM HOUSE, 17 PACES EA0006'SOUTH OF CENTER LINE OF ROAD, 14 PACES WEST-NORTHWEST OF EA0006'HIGH-WATER LINE, 39 FEET WEST OF 24-INCH PINE BEARING EA0006'TRIANGULAR BLAZE ON WEST SIDE, 98 FEET SOUTHWEST OF EA0006'SOUTHWEST CORNER OF RED BUILDING, 77-1/2 FEET SOUTH OF EA0006'NEAREST OF FIVE CHINABERRY TREES, 6 PACES EAST OF LINE OF EA0006'THREE CHINABERRY TREES, 7 PACES EAST OF LINE EXTENDED EA0006'FROM EAST SIDE OF DAVIS HOUSE, AND 11 PACES NORTHEAST OF EA0006'NORTHWEST CORNER OF WIRE FENCE. SURFACE AND UNDERGROUND EA0006'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. EA0006'REFERENCE MARKS ARE STANDARD REFERENCE DISKS EA0006'IN CONCRETE. NO. 1 IS 4 FEET EAST OF CENTER EA0006'LINE OF DITCH, 3 PACES NORTH OF 16-INCH PINE, 3 PACES WEST EA0006'OF 14-INCH PINE, 20 PACES WEST OF HIGH-WATER LINE, EA0006'AND 31.663 METERS (103.88 FEET) FROM STATION S 50 DEG 09 MIN W. EA0006'NO. 2 IS ON WEST BANK OF DRAINAGE DITCH, ABOUT EA0006'30 FEET NORTH OF CENTER LINE OF ROAD, AND 40.515 METERS EA0006'(132.92 FEET) FROM STATION N 49 DEG 48 MIN W. EA0006'NO. 3 IS IN EDGE OF BRUSH, 6 FEET EAST OF A DIM PATH EA0006'LEADING NORTH, 8 PACES NORTHEAST OF NORTHEAST CORNER OF EA0006'CULTIVATED FIELD, 19 PACES NORTHEAST OF NORTHEAST CORNER OF EA0006'A DESERTED HOUSE, AND APPROXIMATELY 150 YARDS FROM STATION EA0006'N 07 DEG 15 MIN E. CHIMNEY ON DAVIS STORE IS EA0006'61.2 METERS (201 FEET) FROM STATION N 07 DEG 24 MIN W. EA0006 EA0006 STATION RECOVERY (1947) EA0006 EA0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS) EA0006'STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION ADEQUATE EA0006'EXCEPT FOR THE FOLLOWING CHANGES-- EA0006' EA0006'STATION IS NOW 10.5 METERS FROM HIGH-WATER LINE, INSTEAD EA0006'OF 15.6 METERS. EA0006' EA0006'THE LONE PINE TREE HAS BEEN DESTROYED. EA0006' EA0006'R.M. 3 WAS RECOVERED BUT WAS NOT MENTIONED ON ORIGINAL EA0006'DESCRIPTION. IT IS 1.5 FEET FROM NW CORNER OF SMALL GARAGE EA0006'200 FEET N OF DAVIS STORE. EA0006' EA0006'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND. EA0006 EA0006 STATION RECOVERY (1962) EA0006 EA0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA0006'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND EA0006'FOUND IN GOOD CONDITION. A NEW AZIMUTH MARK WAS ESTABLISHED. EA0006' EA0006'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 12-1/2 EA0006'MILES NORTH NORTHEAST OF CAPE LOOKOUT LIGHTHOUSE, 10 MILES EA0006'SOUTHWEST OF ATLANTIC. IT IS ON THE WEST SHORE OF CORE SOUND EA0006'AND AT THE EAST EDGE OF THE SMALL VILLAGE OF DAVIS. STATION EA0006'IS 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE EA0006'BUILDING, 31 FEET EAST OF A 12 INCH PINE TREE AND 16 FEET EA0006'WEST OF SHORE LINE AT HIGH WATER MARK. STATION IS MARKED BY EA0006'A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE EA0006'MONUMENT THAT PROJECTS 10 INCHES ABOVE THE SURFACE OF THE EA0006'GROUND AND THE DISK IS STAMPED SHORE 1933. EA0006' EA0006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY EA0006'NO. 70 AND COUNTY ROUTE NO. 1363, (IN ABOUT THE CENTER OF EA0006'DAVIS). GO SOUTH ON COUNTY ROUTE NO. 1363 FOR 0.5 MILE TO A EA0006'SIDE ROAD LEFT, TURN LEFT ON COUNTY ROUTE NO. 1362 AND GO EAST EA0006'FOR 0.1 MILE ROAD FORK. AND AZIMUTH MARK ON THE LEFT. TAKE EA0006'LEFT FORK (DIRT ROAD) AND GO EAST FOR 0.1 MILE TO THE STATION EA0006'ON THE RIGHT AS DESCRIBED. EA0006' EA0006'AZIMUTH MARK IS 42 FEET NORTHWEST OF THE INTERSECTION OF EA0006'ROADS, 13 FEET SOUTHEAST OF A SMALL WILLOW TREE, 12 FEET NORTH EA0006'OF THE APPROXIMATE CENTER OF COUNTY ROUTE ROAD NO. 1362 AND EA0006'2 FEET SOUTHEAST OF WOOD WITNESS POST WITH SIGN. IT IS MARKED EA0006'BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH EA0006'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND THE DISK EA0006'IS STAMPED SHORE 1962. EA0006' EA0006'REFERENCE MARK NO. 1 IS 52 FEET WEST OF SHORE LINE AT HIGH EA0006'WATER MARK. IT IS MARKED BY A STANDARD DISK CEMENTED IN THE EA0006'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE EA0006'GROUND AND THE DISK IS STAMPED NO 1 1933. EA0006' EA0006'REFERENCE MARK NO. 2 IS 59 FEET WEST OF DIRT ROAD AND 29 FEET EA0006'WEST OF DITCH ALONG SIDE OF ROAD. IT IS MARKED BY A STANDARD EA0006'DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT EA0006'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NO 2 1933. EA0006' EA0006'1962 OBSERVATIONS WERE TAKEN FROM A 90 FOOT STEEL TOWER. EA0006 EA0006 STATION RECOVERY (1962) EA0006 EA0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 EA0006'0.6 MI SE FROM DAVIS. EA0006'ABOUT 0.4 MILE SOUTH ALONG A BLACK TOP ROAD FROM ITS JUNCTION EA0006'WITH U.S. HIGHWAY 70 IN THE CENTER OF THE SMALL VILLAGE OF EA0006'DAVIS, THENCE 0.25 MILE EAST ALONG A BLACK TOP STREET, SOUTH OF EA0006'A CIRCULAR DRIVE AT THE END OF THE STREET, NEAR THE WATER EDGE EA0006'OF CORE SOUND, 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A EA0006'WHITE FISH HOUSE, 16 FEET WEST OF THE APPROXIMATE HIGH WATER LINE EA0006'OF THE SOUND, 31 FEET EAST OF A 12-INCH PINE TREE, SET IN THE EA0006'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE EA0006'GROUND. EA0006 EA0006 STATION RECOVERY (1982) EA0006 EA0006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0006'AREA IS COMPLETELY COVERED WITH SHELLS, LUMBER, AND OTHER DEBRIS. EA0006 EA0006 STATION RECOVERY (1992) EA0006 EA0006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0006'RECOVERED AS DESCRIBED IN 1992. MARK APPEARS TO BE LEANING SLIGHTLY EA0006'AND IS SUBJECT TO EROSION. MARK IS 1-FOOT HIGHER THAN ROAD. LOCATED 53 EA0006'FT (16.2 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 10.6 FT (3.2 M) EA0006'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A WHITE BUILDING ON EA0006'PILINGS, 28.1 FT (8.6 M) EAST OF THE NORTHEAST CORNER OF A WHITE TIN EA0006'BUILDING, 31.6 FT (9.6 M) EAST-SOUTHEAST OF A 17-INCH PINE, AND 13.7 EA0006'FT (4.2 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A LIGHT AND REFERENCE EA0006'TAG. MARK WAS LATER FOUND NOT USABLE IN 1996. LARGE SECTIONS OF EA0006'CONCRETE RUBBLE AND FILL MATERIAL HAVE BEEN DUMPED IN THE AREA. EA0006'STATION IS NOW COVERED WITH THIS MATERIAL AND ALTHOUGH VISIBLE, CANNOT EA0006'BE OCCUPIED. EA0006 EA0006 STATION RECOVERY (2003) EA0006 EA0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0006'FOUND PILE WITH REFERENCE TAG, BUT NO CONCRETE MONUMENT OR MARK. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1529 *********************************************************************** EA1529 DESIGNATION - STACY AZ MK 1933 1982 EA1529 PID - EA1529 EA1529 STATE/COUNTY- NC/CARTERET EA1529 USGS QUAD - DAVIS (1983) EA1529 EA1529 *CURRENT SURVEY CONTROL EA1529 ___________________________________________________________________ EA1529* NAD 83(1986)- 34 49 36. (N) 076 26 21. (W) SCALED EA1529* NAVD 88 - 1.129 (meters) 3.70 (feet) ADJUSTED EA1529 ___________________________________________________________________ EA1529 GEOID HEIGHT- -37.71 (meters) GEOID99 EA1529 DYNAMIC HT - 1.128 (meters) 3.70 (feet) COMP EA1529 MODELED GRAV- 979,720.8 (mgal) NAVD 88 EA1529 EA1529 VERT ORDER - SECOND CLASS II EA1529 EA1529.The horizontal coordinates were scaled from a topographic map and have EA1529.an estimated accuracy of +/- 6 seconds. EA1529 EA1529.The orthometric height was determined by differential leveling EA1529.and adjusted by the National Geodetic Survey in June 1991. EA1529 EA1529.The geoid height was determined by GEOID99. EA1529 EA1529.The dynamic height is computed by dividing the NAVD 88 EA1529.geopotential number by the normal gravity value computed on the EA1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1529.degrees latitude (g = 980.6199 gals.). EA1529 EA1529.The modeled gravity was interpolated from observed gravity values. EA1529 EA1529; North East Units Estimated Accuracy EA1529;SPC NC - 122,460. 843,820. MT (+/- 180 meters Scaled) EA1529 EA1529 SUPERSEDED SURVEY CONTROL EA1529 EA1529.No superseded survey control is available for this station. EA1529 EA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD683547(NAD 83) EA1529_MARKER: DZ = AZIMUTH MARK DISK EA1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1529_STAMPING: STACY 1933 1982 EA1529_MARK LOGO: NGS EA1529_PROJECTION: RECESSED 5 CENTIMETERS EA1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1529+STABILITY: SURFACE MOTION EA1529 EA1529 HISTORY - Date Condition Report By EA1529 HISTORY - 1982 MONUMENTED NGS EA1529 HISTORY - 1982 GOOD NCGS EA1529 HISTORY - 20030203 MARK NOT FOUND USPSQD EA1529 EA1529 STATION DESCRIPTION EA1529 EA1529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1529'2.15 MI SW FROM STACY. EA1529'2.15 MILES SOUTHWEST ALONG US 70 FROM POST OFFICE AND FREE WILL EA1529'BAPTIST CHURCH IN STACY, 0.85 MILE NORTHEAST OF BRIDGE OVER OYSTER EA1529'CREEK, 16.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 85.0 FEET SOUTH EA1529'OF SUPPORT POST FOR TELEPHONE JUNCTION BOX N2E WITH REFERENCE TAG AND EA1529'8.0 FEET NORTHWEST OF EDGE OF A DRAINAGE CANAL. EA1529'THE MARK IS 1.0 FT BELOW HIGHWAY. EA1529 EA1529 STATION RECOVERY (2003) EA1529 EA1529'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1529'NO TELEPHONE JUNCTION BOX. NO REFERENCE TAGS. HIGHWAY HAS BEEN EA1529'WIDENED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0015 *********************************************************************** EA0015 DESIGNATION - STACY RM 1 EA0015 PID - EA0015 EA0015 STATE/COUNTY- NC/CARTERET EA0015 USGS QUAD - DAVIS (1983) EA0015 EA0015 *CURRENT SURVEY CONTROL EA0015 ___________________________________________________________________ EA0015* NAD 83(1986)- 34 49 53. (N) 076 25 11. (W) SCALED EA0015* NAVD 88 - 0.563 (meters) 1.85 (feet) ADJUSTED EA0015 ___________________________________________________________________ EA0015 GEOID HEIGHT- -37.72 (meters) GEOID99 EA0015 DYNAMIC HT - 0.562 (meters) 1.84 (feet) COMP EA0015 MODELED GRAV- 979,721.3 (mgal) NAVD 88 EA0015 EA0015 VERT ORDER - SECOND CLASS 0 EA0015 EA0015.The horizontal coordinates were scaled from a topographic map and have EA0015.an estimated accuracy of +/- 6 seconds. EA0015 EA0015.The orthometric height was determined by differential leveling EA0015.and adjusted by the National Geodetic Survey in June 1991. EA0015 EA0015.The geoid height was determined by GEOID99. EA0015 EA0015.The dynamic height is computed by dividing the NAVD 88 EA0015.geopotential number by the normal gravity value computed on the EA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0015.degrees latitude (g = 980.6199 gals.). EA0015 EA0015.The modeled gravity was interpolated from observed gravity values. EA0015 EA0015; North East Units Estimated Accuracy EA0015;SPC NC - 123,030. 845,580. MT (+/- 180 meters Scaled) EA0015 EA0015 SUPERSEDED SURVEY CONTROL EA0015 EA0015 NGVD 29 - 0.866 (m) 2.84 (f) ADJ UNCH 2 0 EA0015 EA0015.Superseded values are not recommended for survey control. EA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0015.See file dsdata.txt to determine how the superseded data were derived. EA0015 EA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD701552(NAD 83) EA0015_MARKER: DR = REFERENCE MARK DISK EA0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0015_STAMPING: STACY NO 1 1933 EA0015_MARK LOGO: CGS EA0015_PROJECTION: FLUSH EA0015_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0015+STABILITY: SURFACE MOTION EA0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0015+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0015 EA0015 HISTORY - Date Condition Report By EA0015 HISTORY - 1933 MONUMENTED CGS EA0015 HISTORY - 1962 GOOD NGS EA0015 HISTORY - 1982 GOOD NGS EA0015 HISTORY - 1982 GOOD NCGS EA0015 HISTORY - 19920923 GOOD NCGS EA0015 HISTORY - 20030203 GOOD USPSQD EA0015 EA0015 STATION DESCRIPTION EA0015 EA0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0015'1.6 MI S FROM STACY. EA0015'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE FREE EA0015'WILL BAPTIST CHURCH AT STACY, THENCE 0.4 MILE SOUTHEAST ALONG A EA0015'BLACK TOP ROAD, THENCE 0.2 MILE SOUTHEAST ALONG PRIVATE DRIVEWAYS, EA0015'NEAR THE LAST HOUSE BEFORE THE WATER LINE OF BRETT BAY, 131.1 EA0015'FEET SOUTHWEST OF THE STATION, 4 FEET WEST OF A 24 INCH PINE EA0015'TREE, 31 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CLEARING, EA0015'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE EA0015'LEVEL OF THE GROUND. EA0015 EA0015 STATION RECOVERY (1982) EA0015 EA0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EA0015'131.15 FEET SOUTHWEST OF TRIANGULATION STACY 1933, 0.91 METERS (3.0 EA0015'FT) NORTHEAST OF THE EDGE OF A CANAL. 16.67 METERS (54.7 FT) EA0015'SOUTH-SOUTHEAST OF AN 8 FOOT HIGH UTILITY POLE WITH A LIGHT METER AND EA0015'A REFERENCE TAG AND 29.02 METERS (95.2 FT) SOUTHWEST OF THE SOUTHWEST EA0015'CORNER OF A PORCH ON A HOUSE. EA0015 EA0015 STATION RECOVERY (1982) EA0015 EA0015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0015'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. EA0015'1.0 MILE SOUTHWEST ALONG US 70 FROM POST OFFICE AND FREE WILL BAPTIST EA0015'CHURCH IN STACY TO SR 1371, THENCE 0.5 MILE SOUTHEAST ALONG SR 1371 TO EA0015'SHARP CURVE AND DRIVEWAY ON RIGHT, THENCE ABOUT 0.1 MILE SOUTH ALONG EA0015'DRIVE TO AN OLD HOUSE (REMODELED), ON BANK OF A CANAL, 131.2 FEET EA0015'WEST-SOUTHWEST OF TRIANGULATION STATION ---STACY---, 95.2 FEET EA0015'SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK PORCH, AND 54.7 FEET EA0015'SOUTH-SOUTHEAST OF AN 8-FOOT TALL UTILITY POLE WITH LIGHT METER AND EA0015'REFERENCE TAG. NOTE--DISK STAMPED STACY NO 1 1933. EA0015 EA0015 STATION RECOVERY (1992) EA0015 EA0015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0015'RECOVERED AS DESCRIBED. MARK IS IN DANGER BY EROSION. AREA IS EA0015'OVERGROWN. EA0015 EA0015 STATION RECOVERY (2003) EA0015 EA0015'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0001 *********************************************************************** EA0001 DESIGNATION - T 108 EA0001 PID - EA0001 EA0001 STATE/COUNTY- NC/CARTERET EA0001 USGS QUAD - DAVIS (1983) EA0001 EA0001 *CURRENT SURVEY CONTROL EA0001 ___________________________________________________________________ EA0001* NAD 83(1986)- 34 48 25. (N) 076 28 51. (W) SCALED EA0001* NAVD 88 - 0.661 (meters) 2.17 (feet) ADJUSTED EA0001 ___________________________________________________________________ EA0001 GEOID HEIGHT- -37.68 (meters) GEOID99 EA0001 DYNAMIC HT - 0.661 (meters) 2.17 (feet) COMP EA0001 MODELED GRAV- 979,720.2 (mgal) NAVD 88 EA0001 EA0001 VERT ORDER - SECOND CLASS 0 EA0001 EA0001.The horizontal coordinates were scaled from a topographic map and have EA0001.an estimated accuracy of +/- 6 seconds. EA0001 EA0001.The orthometric height was determined by differential leveling EA0001.and adjusted by the National Geodetic Survey in June 1991. EA0001 EA0001.The geoid height was determined by GEOID99. EA0001 EA0001.The dynamic height is computed by dividing the NAVD 88 EA0001.geopotential number by the normal gravity value computed on the EA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0001.degrees latitude (g = 980.6199 gals.). EA0001 EA0001.The modeled gravity was interpolated from observed gravity values. EA0001 EA0001; North East Units Estimated Accuracy EA0001;SPC NC - 120,170. 840,060. MT (+/- 180 meters Scaled) EA0001 EA0001 SUPERSEDED SURVEY CONTROL EA0001 EA0001 NGVD 29 - 0.963 (m) 3.16 (f) ADJ UNCH 2 0 EA0001 EA0001.Superseded values are not recommended for survey control. EA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0001.See file dsdata.txt to determine how the superseded data were derived. EA0001 EA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD645526(NAD 83) EA0001_MARKER: DB = BENCH MARK DISK EA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0001_STAMPING: T 108 1962 EA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0001+STABILITY: SURFACE MOTION EA0001 EA0001 HISTORY - Date Condition Report By EA0001 HISTORY - 1962 MONUMENTED CGS EA0001 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0001 EA0001 STATION DESCRIPTION EA0001 EA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0001'2.2 MI NE FROM WILLISTON. EA0001'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST EA0001'OFFICE BUILDING AT WILLISTON, 1.4 MILES WEST OF THE MAIN ROAD EA0001'INTERSECTION IN THE SMALL TOWN OF DAVIS, 164.3 FEET NORTHEAST EA0001'OF THE NORTHEAST CORNER OF THE WOODEN BRIDGE OVER SMYRNA CREEK, EA0001'34.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EA0001'SOUTHEAST OF TELEPHONE POLE NO. 291, 4 FEET SOUTH OF A WITNESS EA0001'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A EA0001'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND. EA0001 EA0001 STATION RECOVERY (2003) EA0001 EA0001'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0001'NEW CONCRETE BRIDGE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0122 *********************************************************************** EA0122 TIDAL BM - This is a Tidal Bench Mark. EA0122 DESIGNATION - T 112 EA0122 PID - EA0122 EA0122 STATE/COUNTY- NC/CARTERET EA0122 USGS QUAD - MANSFIELD (1994) EA0122 EA0122 *CURRENT SURVEY CONTROL EA0122 ___________________________________________________________________ EA0122* NAD 83(1986)- 34 43 29. (N) 076 45 01. (W) SCALED EA0122* NAVD 88 - 6.353 (meters) 20.84 (feet) POSTED EA0122 ___________________________________________________________________ EA0122 GEOID HEIGHT- -37.44 (meters) GEOID99 EA0122 DYNAMIC HT - 6.350 (meters) 20.83 (feet) COMP EA0122 MODELED GRAV- 979,707.2 (mgal) NAVD 88 EA0122 EA0122 VERT ORDER - * POSTED, Code E , SEE BELOW EA0122 EA0122.The horizontal coordinates were scaled from a topographic map and have EA0122.an estimated accuracy of +/- 6 seconds. EA0122 EA0122.The orthometric height was determined by differential leveling EA0122.and adjusted by the National Geodetic Survey in 1992. EA0122.* This is a POSTED BENCH MARK height. Code E indicates a distribution EA0122.rate of 4.1 thru 8.0 mm/km. EA0122 EA0122.This Tidal Bench Mark is designated as VM 14913 EA0122.by the Center for Operational Oceanographic Products and Services. EA0122 EA0122.The geoid height was determined by GEOID99. EA0122 EA0122.The dynamic height is computed by dividing the NAVD 88 EA0122.geopotential number by the normal gravity value computed on the EA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0122.degrees latitude (g = 980.6199 gals.). EA0122 EA0122.The modeled gravity was interpolated from observed gravity values. EA0122 EA0122; North East Units Estimated Accuracy EA0122;SPC NC - 110,460. 815,620. MT (+/- 180 meters Scaled) EA0122 EA0122 SUPERSEDED SURVEY CONTROL EA0122 EA0122 NGVD 29 - 6.661 (m) 21.85 (f) ADJ UNCH 1 1 EA0122 EA0122.Superseded values are not recommended for survey control. EA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0122.See file dsdata.txt to determine how the superseded data were derived. EA0122 EA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD397439(NAD 83) EA0122_MARKER: DB = BENCH MARK DISK EA0122_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0122_STAMPING: T 112 1963 EA0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0122+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA0122 EA0122 HISTORY - Date Condition Report By EA0122 HISTORY - 1963 MONUMENTED CGS EA0122 HISTORY - 1978 GOOD USE EA0122 HISTORY - 19890813 POOR USPSQD EA0122 HISTORY - 19910622 GOOD USPSQD EA0122 HISTORY - 20030202 GOOD USPSQD EA0122 EA0122 STATION DESCRIPTION EA0122 EA0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0122'AT MOREHEAD CITY. EA0122'AT MOREHEAD CITY, 85 FEET WEST OF THE SOUTHWEST CORNER OF THE EA0122'SOUTH WING OF CAMP GLENN GRADE SCHOOL, 3.5 FEET SOUTH OF THE EA0122'FLAGPOLE, 270 FEET NORTH OF THE NORTH RAIL OF THE ATLANTIC AND EA0122'EAST CAROLINA RAILROAD, AND IS A DISK ON A COPPER COATED STEEL ROD EA0122'PROJECTING 2-INCHES, PROTECTED BY A 6-INCH TILE PROJECTING EA0122'3-INCHES, THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET. EA0122 EA0122 STATION RECOVERY (1978) EA0122 EA0122'RECOVERY NOTE BY US ENGINEERS 1978 EA0122'RECOVERED IN GOOD CONDITION. EA0122 EA0122 STATION RECOVERY (1989) EA0122 EA0122'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0122'MARK RECOVERED IN POOR CONDITION. EA0122 EA0122 STATION RECOVERY (1991) EA0122 EA0122'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL) EA0122'RECOVERED IN GOOD CONDITION. EA0122 EA0122 STATION RECOVERY (2003) EA0122 EA0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0122'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7487 *********************************************************************** AC7487 DESIGNATION - TANK AC7487 PID - AC7487 AC7487 STATE/COUNTY- NC/CARTERET AC7487 USGS QUAD - SALTER PATH (1994) AC7487 AC7487 *CURRENT SURVEY CONTROL AC7487 ___________________________________________________________________ AC7487* NAD 83(1986)- 34 42 50.86396(N) 076 59 05.06077(W) ADJUSTED AC7487* NAVD 88 - 7.750 (meters) 25.43 (feet) ADJUSTED AC7487 ___________________________________________________________________ AC7487 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AC7487 GEOID HEIGHT- -37.27 (meters) GEOID99 AC7487 DYNAMIC HT - 7.743 (meters) 25.40 (feet) COMP AC7487 MODELED GRAV- 979,700.6 (mgal) NAVD 88 AC7487 AC7487 HORZ ORDER - FIRST AC7487 VERT ORDER - SECOND CLASS II AC7487 AC7487.The North Carolina/South Carolina HARNS have been completed but, AC7487.due to contractual restrictions, coordinates for these stations AC7487.will NOT be published in the near future. In the interim, the AC7487.published coordinates in North and South Carolina will not be AC7487.consistent with the Continuously Operating Reference Stations AC7487.(CORS). The HARN coordinates for these stations are available AC7487.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7487.Lapine(803-896-7700). AC7487. AC7487.In addition, the published North and South Carolina positions AC7487.(NAD 83 (1986)) are NOT consistent with those determined in AC7487.adjacent state readjustments. The discontinuity between stations AC7487.located in North or South Carolina and those in adjacent states AC7487.which have been adjusted to the HARN may be as much as 5 AC7487.decimeters. This will result in a significant loss of accuracy AC7487.over lines crossing such state borders. AC7487 AC7487 AC7487.The horizontal coordinates were established by GPS observations AC7487.and adjusted by the National Geodetic Survey in March 1997. AC7487 AC7487.The orthometric height was determined by differential leveling AC7487.and adjusted by the National Geodetic Survey in April 2001. AC7487.No vertical observational check was made to the station. AC7487 AC7487.The Laplace correction was computed from DEFLEC99 derived deflections. AC7487 AC7487.The geoid height was determined by GEOID99. AC7487 AC7487.The dynamic height is computed by dividing the NAVD 88 AC7487.geopotential number by the normal gravity value computed on the AC7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7487.degrees latitude (g = 980.6199 gals.). AC7487 AC7487.The modeled gravity was interpolated from observed gravity values. AC7487 AC7487; North East Units Scale Converg. AC7487;SPC NC - 108,825.549 794,180.098 MT 0.99991632 +1 09 47.3 AC7487;UTM 18 - 3,843,134.919 318,248.773 MT 1.00000716 -1 07 50.1 AC7487 AC7487 SUPERSEDED SURVEY CONTROL AC7487 AC7487.No superseded survey control is available for this station. AC7487 AC7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1824943135(NAD 83) AC7487_MARKER: DH = HORIZONTAL CONTROL DISK AC7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7487_STAMPING: TANK 1992 AC7487_MARK LOGO: NCGS AC7487_MAGNETIC: O = OTHER; SEE DESCRIPTION AC7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC7487+STABILITY: SURFACE MOTION AC7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7487+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7487 AC7487 HISTORY - Date Condition Report By AC7487 HISTORY - 1992 MONUMENTED NCGS AC7487 HISTORY - 19961121 GOOD NCGS AC7487 HISTORY - 20030205 GOOD USPSQD AC7487 AC7487 STATION DESCRIPTION AC7487 AC7487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7487'ALONG NC 24 FOR 2.3 MI (3.7 KM) WEST FROM THE BRIDGE OVER BROAD CREEK, AC7487'ON THE NORTH SIDE OF NC 24, AT THE ENTRANCE TO THE WEST CARTERET WATER AC7487'CORPORATION WATER TANK SITE.$MARK IS RECESSED 3 INCHES BELOW GROUND AC7487'AND IS LEVEL WITH NC 24. LOCATED 56.7 FT (17.3 M) NORTH OF THE AC7487'CENTERLINE OF NC 24, 33.4 FT (10.2 M) EAST OF THE CENTER OF A GRAVEL AC7487'ROAD TO WATER TANK, 89.8 FT (27.4 M) EAST-NORTHEAST OF A STEEL POWER AC7487'POLE WITH CONCRETE BASE, 7.4 FT (2.3 M) NORTH-NORTHEAST OF A NATIONAL AC7487'FOREST BOUNDARY MARKER--AND 57.7 FT (17.6 M) EAST-SOUTHEAST OF A POWER AC7487'POLE, AND 47.1 FT (14.4 M) SOUTH OF A 20-INCH PINE--BOTH WITH AC7487'REFERENCE TAGS. AC7487 AC7487 STATION RECOVERY (1996) AC7487 AC7487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AC7487'RECOVERED AS DESCRIBED. AC7487 AC7487 STATION RECOVERY (2003) AC7487 AC7487'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1914 *********************************************************************** EA1914 DESIGNATION - THIN EA1914 PID - EA1914 EA1914 STATE/COUNTY- NC/CARTERET EA1914 USGS QUAD - BEAUFORT (1987) EA1914 EA1914 *CURRENT SURVEY CONTROL EA1914 ___________________________________________________________________ EA1914* NAD 83(1986)- 34 43 21.21901(N) 076 44 17.28080(W) ADJUSTED EA1914* NAVD 88 - EA1914 ___________________________________________________________________ EA1914 LAPLACE CORR- -0.38 (seconds) DEFLEC99 EA1914 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1914 EA1914 HORZ ORDER - THIRD EA1914 EA1914.The North Carolina/South Carolina HARNS have been completed but, EA1914.due to contractual restrictions, coordinates for these stations EA1914.will NOT be published in the near future. In the interim, the EA1914.published coordinates in North and South Carolina will not be EA1914.consistent with the Continuously Operating Reference Stations EA1914.(CORS). The HARN coordinates for these stations are available EA1914.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1914.Lapine(803-896-7700). EA1914. EA1914.In addition, the published North and South Carolina positions EA1914.(NAD 83 (1986)) are NOT consistent with those determined in EA1914.adjacent state readjustments. The discontinuity between stations EA1914.located in North or South Carolina and those in adjacent states EA1914.which have been adjusted to the HARN may be as much as 5 EA1914.decimeters. This will result in a significant loss of accuracy EA1914.over lines crossing such state borders. EA1914 EA1914 EA1914.The horizontal coordinates were established by classical geodetic methods EA1914.and adjusted by the National Geodetic Survey in July 1986. EA1914 EA1914 EA1914.The Laplace correction was computed from DEFLEC99 derived deflections. EA1914 EA1914.The geoid height was determined by GEOID99. EA1914 EA1914; North East Units Scale Converg. EA1914;SPC NC - 110,247.209 816,741.834 MT 0.99991496 +1 18 19.7 EA1914;UTM 18 - 3,843,652.089 340,850.311 MT 0.99991219 -0 59 24.9 EA1914 EA1914 SUPERSEDED SURVEY CONTROL EA1914 EA1914 NAD 27 - 34 43 20.63800(N) 076 44 18.52100(W) AD( ) 3 EA1914 EA1914.Superseded values are not recommended for survey control. EA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1914.See file dsdata.txt to determine how the superseded data were derived. EA1914 EA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4085043652(NAD 83) EA1914_MARKER: 63 = STACK EA1914 EA1914 HISTORY - Date Condition Report By EA1914 HISTORY - 1927 FIRST OBSERVED CGS EA1914 HISTORY - 1946 MARK NOT FOUND CGS EA1914 HISTORY - 20030202 MARK NOT FOUND USPSQD EA1914 EA1914 STATION DESCRIPTION EA1914 EA1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP) EA1914'THIS STATION IS AN INTERSECTION STATION OF THE FOURTH ORDER EA1914'AND IS A TALL THIN BLACK STACK ON THE N BANK OF BOGUE SOUND, EA1914'1.6 MILES W OF THE NORFOLK SOUTHERN RAILROAD STATION AT MOREHEAD EA1914'CITY. THIS STACK IS A GOOD LANDMARK FOR THE VICINITY (E END OF EA1914'BOGUE SOUND). IT STANDS ALONE, BUT THERE ARE A GROUP OF SIMILAR EA1914'STACKS TO THE WESTWARD AND OTHER SINGLE STACKS ALONG THE EA1914'MOREHEAD CITY WATER FRONT. THE STACK HAS A SLIGHT LEAN TO THE EA1914'SE. EA1914' EA1914'THE LOWEST VISIBLE PART WAS OBSERVED UPON. EA1914' EA1914'IT IS ABOUT 75 METERS N AND W OF STATION CHIM. EA1914 EA1914 STATION RECOVERY (1946) EA1914 EA1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1914'DESCRIPTION INADEQUATE FOR PRESENT-DAY RECOVERY. SEARCH WAS MADE EA1914'OF GENERAL AREA. AREA IS NOW ENTIRELY RESIDENTIAL. EA1914 EA1914 STATION RECOVERY (2003) EA1914 EA1914'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1914'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0115 *********************************************************************** EA0115 TIDAL BM - This is a Tidal Bench Mark. EA0115 DESIGNATION - TIDAL 1 STA 39 EA0115 PID - EA0115 EA0115 STATE/COUNTY- NC/CARTERET EA0115 USGS QUAD - BEAUFORT (1987) EA0115 EA0115 *CURRENT SURVEY CONTROL EA0115 ___________________________________________________________________ EA0115* NAD 83(1986)- 34 43 14. (N) 076 42 46. (W) SCALED EA0115* NAVD 88 - 2.373 (meters) 7.79 (feet) ADJUSTED EA0115 ___________________________________________________________________ EA0115 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0115 DYNAMIC HT - 2.371 (meters) 7.78 (feet) COMP EA0115 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA0115 EA0115 VERT ORDER - FIRST CLASS I EA0115 EA0115.The horizontal coordinates were scaled from a topographic map and have EA0115.an estimated accuracy of +/- 6 seconds. EA0115 EA0115.The orthometric height was determined by differential leveling EA0115.and adjusted by the National Geodetic Survey in June 1991. EA0115 EA0115.This Tidal Bench Mark is designated as VM 13334 EA0115.by the Center for Operational Oceanographic Products and Services. EA0115 EA0115.The geoid height was determined by GEOID99. EA0115 EA0115.The dynamic height is computed by dividing the NAVD 88 EA0115.geopotential number by the normal gravity value computed on the EA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0115.degrees latitude (g = 980.6199 gals.). EA0115 EA0115.The modeled gravity was interpolated from observed gravity values. EA0115 EA0115; North East Units Estimated Accuracy EA0115;SPC NC - 110,080. 819,070. MT (+/- 180 meters Scaled) EA0115 EA0115 SUPERSEDED SURVEY CONTROL EA0115 EA0115 NGVD 29 - 2.666 (m) 8.75 (f) ADJ UNCH 1 1 EA0115 EA0115.Superseded values are not recommended for survey control. EA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0115.See file dsdata.txt to determine how the superseded data were derived. EA0115 EA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD431433(NAD 83) EA0115_MARKER: DJ = TIDAL STATION DISK EA0115_SETTING: 36 = BUILDING EA0115_STAMPING: B M 1 1927 EA0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0115 EA0115 HISTORY - Date Condition Report By EA0115 HISTORY - 1927 MONUMENTED CGS EA0115 HISTORY - 1960 GOOD NGS EA0115 HISTORY - 1963 GOOD NGS EA0115 HISTORY - 19890813 GOOD USPSQD EA0115 HISTORY - 20030202 GOOD USPSQD EA0115 EA0115 STATION DESCRIPTION EA0115 EA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EA0115'AT MOREHEAD CITY. EA0115'AT MOREHEAD CITY, AT THE INTERSECTION OF EVANS AND 8TH. STREETS, EA0115'IN TOP OF A 2 1/2-FOOT-HIGH CONCRETE WALL AT THE SOUTH END OF EA0115'THE PORCH AT THE 8TH. STREET ENTRANCE TO THE CITY HALL, 27 EA0115'FEET WEST OF THE WEST CURB LINE OF 8TH. STREET, 81 FEET SOUTH EA0115'OF THE SOUTH CURB LINE OF EVANS STREET, 2 FEET EAST OF THE EAST EA0115'FACE OF THE BUILDING, 1 1/2 FEET NORTH OF THE SOUTH EDGE OF THE EA0115'WALL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET. EA0115 EA0115 STATION RECOVERY (1963) EA0115 EA0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EA0115'RECOVERED IN GOOD CONDITION. EA0115 EA0115 STATION RECOVERY (1989) EA0115 EA0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0115'RECOVERED IN GOOD CONDITION. EA0115 EA0115 STATION RECOVERY (2003) EA0115 EA0115'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0115'BUILDING IS NOW MOREHEAD CITY POLICE DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0114 *********************************************************************** EA0114 TIDAL BM - This is a Tidal Bench Mark. EA0114 DESIGNATION - TIDAL 3 STA 39 EA0114 PID - EA0114 EA0114 STATE/COUNTY- NC/CARTERET EA0114 USGS QUAD - BEAUFORT (1987) EA0114 EA0114 *CURRENT SURVEY CONTROL EA0114 ___________________________________________________________________ EA0114* NAD 83(1986)- 34 43 16. (N) 076 42 45. (W) SCALED EA0114* NAVD 88 - 3.741 (meters) 12.27 (feet) ADJUSTED EA0114 ___________________________________________________________________ EA0114 GEOID HEIGHT- -37.45 (meters) GEOID99 EA0114 DYNAMIC HT - 3.737 (meters) 12.26 (feet) COMP EA0114 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA0114 EA0114 VERT ORDER - FIRST CLASS I EA0114 EA0114.The horizontal coordinates were scaled from a topographic map and have EA0114.an estimated accuracy of +/- 6 seconds. EA0114 EA0114.The orthometric height was determined by differential leveling EA0114.and adjusted by the National Geodetic Survey in June 1991. EA0114 EA0114.This Tidal Bench Mark is designated as VM 13335 EA0114.by the Center for Operational Oceanographic Products and Services. EA0114 EA0114.The geoid height was determined by GEOID99. EA0114 EA0114.The dynamic height is computed by dividing the NAVD 88 EA0114.geopotential number by the normal gravity value computed on the EA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0114.degrees latitude (g = 980.6199 gals.). EA0114 EA0114.The modeled gravity was interpolated from observed gravity values. EA0114 EA0114; North East Units Estimated Accuracy EA0114;SPC NC - 110,140. 819,090. MT (+/- 180 meters Scaled) EA0114 EA0114 SUPERSEDED SURVEY CONTROL EA0114 EA0114 NGVD 29 - 4.034 (m) 13.23 (f) ADJ UNCH 1 1 EA0114 EA0114.Superseded values are not recommended for survey control. EA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0114.See file dsdata.txt to determine how the superseded data were derived. EA0114 EA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD431434(NAD 83) EA0114_MARKER: DJ = TIDAL STATION DISK EA0114_SETTING: 36 = BUILDING EA0114_STAMPING: B M 3 1927 EA0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0114+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 EA0114 EA0114 HISTORY - Date Condition Report By EA0114 HISTORY - 1927 MONUMENTED CGS EA0114 HISTORY - 1960 GOOD NGS EA0114 HISTORY - 1963 GOOD NGS EA0114 HISTORY - 19890813 GOOD USPSQD EA0114 HISTORY - 20030202 GOOD USPSQD EA0114 EA0114 STATION DESCRIPTION EA0114 EA0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EA0114'AT MOREHEAD CITY. EA0114'AT MOREHEAD CITY, AT THE INTERSECTION OF ARENDELL AND 8TH. EA0114'STREETS, 18 FEET SOUTH OF THE SOUTH CURB LINE OF ARENDELL STREET, EA0114'9 FEET EAST OF THE EAST CURB LINE OF 8TH. STREET, SET VERTICALLY EA0114'IN THE SOUTH FACE OF ROCK BASE TO A 4-BY 4-FOOT BRICK PILLOW EA0114'AT THE NORTHWEST CORNER OF A HARDWARE AND BUILDING SUPPLY EA0114'BUILDING, 1/2 FOOT EAST OF THE SOUTHWEST CORNER OF THE PILLOW, EA0114'2 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND ABOUT 3 FEET EA0114'ABOVE THE LEVEL OF THE STREET. EA0114 EA0114 STATION RECOVERY (1963) EA0114 EA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EA0114'RECOVERED IN GOOD CONDITION. EA0114 EA0114 STATION RECOVERY (1989) EA0114 EA0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0114'RECOVERED IN GOOD CONDITION. EA0114 EA0114 STATION RECOVERY (2003) EA0114 EA0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0114'BUILDING IS NOW CHEEK'S ANTIQUES. MARK HAS BEEN PAINTED OVER BUT IS EA0114'READABLE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0111 *********************************************************************** EA0111 DESIGNATION - TIDAL 6 STA 39 2 EA0111 PID - EA0111 EA0111 STATE/COUNTY- NC/CARTERET EA0111 USGS QUAD - BEAUFORT (1987) EA0111 EA0111 *CURRENT SURVEY CONTROL EA0111 ___________________________________________________________________ EA0111* NAD 83(1986)- 34 43 15. (N) 076 41 58. (W) SCALED EA0111* NAVD 88 - 2.099 (meters) 6.89 (feet) ADJUSTED EA0111 ___________________________________________________________________ EA0111 GEOID HEIGHT- -37.46 (meters) GEOID99 EA0111 DYNAMIC HT - 2.097 (meters) 6.88 (feet) COMP EA0111 MODELED GRAV- 979,712.0 (mgal) NAVD 88 EA0111 EA0111 VERT ORDER - FIRST CLASS I EA0111 EA0111.The horizontal coordinates were scaled from a topographic map and have EA0111.an estimated accuracy of +/- 6 seconds. EA0111 EA0111.The orthometric height was determined by differential leveling EA0111.and adjusted by the National Geodetic Survey in June 1991. EA0111 EA0111.The geoid height was determined by GEOID99. EA0111 EA0111.The dynamic height is computed by dividing the NAVD 88 EA0111.geopotential number by the normal gravity value computed on the EA0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0111.degrees latitude (g = 980.6199 gals.). EA0111 EA0111.The modeled gravity was interpolated from observed gravity values. EA0111 EA0111; North East Units Estimated Accuracy EA0111;SPC NC - 110,140. 820,290. MT (+/- 180 meters Scaled) EA0111 EA0111 SUPERSEDED SURVEY CONTROL EA0111 EA0111 NGVD 29 - 2.392 (m) 7.85 (f) ADJ UNCH 1 1 EA0111 EA0111.Superseded values are not recommended for survey control. EA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0111.See file dsdata.txt to determine how the superseded data were derived. EA0111 EA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD443434(NAD 83) EA0111_MARKER: DJ = TIDAL STATION DISK EA0111_SETTING: 31 = PORCH STEP EA0111_STAMPING: NO 6 1952 EA0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0111 EA0111 HISTORY - Date Condition Report By EA0111 HISTORY - 1952 MONUMENTED CGS EA0111 HISTORY - 1963 GOOD NGS EA0111 HISTORY - 20030202 MARK NOT FOUND USPSQD EA0111 EA0111 STATION DESCRIPTION EA0111 EA0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0111'AT MOREHEAD CITY. EA0111'AT MOREHEAD CITY, ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 70 FROM EA0111'THE POST OFFICE, 120 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, EA0111'IN TOP OF THE SOUTHEAST CORNER OF A SMALL PORCH AT THE NORTH EA0111'(MAIN) ENTRANCE TO THE L.A. FRY ROOFING CO., 4 1/2 FEET EAST EA0111'OF THE EAST EDGE OF THE NORTH DOORS, 1 FOOT WEST OF THE EAST EA0111'END OF THE PORCH, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE EA0111'HIGHWAY. NORTH CAROLINA TIDAL MARK LIST - 39. EA0111 EA0111 STATION RECOVERY (2003) EA0111 EA0111'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0111'FRY ROOFING COMPANY SITE NOW MOREHEAD CITY PORT. NO BUILDING WITH EA0111'PORCH REMAINS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0010 *********************************************************************** EA0010 DESIGNATION - U 108 EA0010 PID - EA0010 EA0010 STATE/COUNTY- NC/CARTERET EA0010 USGS QUAD - DAVIS (1983) EA0010 EA0010 *CURRENT SURVEY CONTROL EA0010 ___________________________________________________________________ EA0010* NAD 83(1986)- 34 49 22. (N) 076 26 38. (W) SCALED EA0010* NAVD 88 - 0.990 (meters) 3.25 (feet) ADJUSTED EA0010 ___________________________________________________________________ EA0010 GEOID HEIGHT- -37.71 (meters) GEOID99 EA0010 DYNAMIC HT - 0.989 (meters) 3.24 (feet) COMP EA0010 MODELED GRAV- 979,720.6 (mgal) NAVD 88 EA0010 EA0010 VERT ORDER - SECOND CLASS 0 EA0010 EA0010.The horizontal coordinates were scaled from a topographic map and have EA0010.an estimated accuracy of +/- 6 seconds. EA0010 EA0010.The orthometric height was determined by differential leveling EA0010.and adjusted by the National Geodetic Survey in June 1991. EA0010.WARNING-Repeat measurements at this control monument indicate possible EA0010.vertical movement. EA0010 EA0010.The geoid height was determined by GEOID99. EA0010 EA0010.The dynamic height is computed by dividing the NAVD 88 EA0010.geopotential number by the normal gravity value computed on the EA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0010.degrees latitude (g = 980.6199 gals.). EA0010 EA0010.The modeled gravity was interpolated from observed gravity values. EA0010 EA0010; North East Units Estimated Accuracy EA0010;SPC NC - 122,010. 843,400. MT (+/- 180 meters Scaled) EA0010 EA0010 SUPERSEDED SURVEY CONTROL EA0010 EA0010 NGVD 29 - 1.304 (m) 4.28 (f) ADJ UNCH 2 0 EA0010 EA0010.Superseded values are not recommended for survey control. EA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0010.See file dsdata.txt to determine how the superseded data were derived. EA0010 EA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD679543(NAD 83) EA0010_MARKER: DB = BENCH MARK DISK EA0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0010_STAMPING: U 108 1962 EA0010_MARK LOGO: CGS EA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0010+STABILITY: SURFACE MOTION EA0010 EA0010 HISTORY - Date Condition Report By EA0010 HISTORY - 1962 MONUMENTED CGS EA0010 HISTORY - 1982 GOOD NCGS EA0010 HISTORY - 1985 GOOD USPSQD EA0010 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0010 EA0010 STATION DESCRIPTION EA0010 EA0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0010'2.1 MI NE FROM DAVIS. EA0010'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE EA0010'APPROXIMATE CENTER OF A SHARP CURVE IN THE CENTER OF THE VILLAGE EA0010'OF DAVIS, 0.5 MILE EAST OF THE EAST END OF A WOODEN BRIDGE OVER EA0010'OYSTER CREEK, AT THE OUTSIDE OF A CURVE, 22.3 FEET SOUTH OF THE EA0010'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF A LONE 12-INCH PINE EA0010'TREE, 3 FEET EAST OF A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE EA0010'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES EA0010'ABOVE THE LEVEL OF THE GROUND. EA0010 EA0010 STATION RECOVERY (1982) EA0010 EA0010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0010'RECOVERED IN GOOD CONDITION. EA0010'THE DESCRIPTION IS ADEQUATE EXCEPT ADD 3.0 FEET SOUTHEAST OF A WITNESS EA0010'POST WITH SIGN, 24.3 FEET EAST-NORTHEAST OF A HIGHWAY SIGN POST WITH EA0010'REFERENCE TAG AND 94.0 FEET WEST OF POWER POLE WITH REFERENCE TAG. EA0010 EA0010 STATION RECOVERY (1985) EA0010 EA0010'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0010'WITNESS POST GOOD. EA0010 EA0010 STATION RECOVERY (2003) EA0010 EA0010'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0010'CONCRETE BRIDGE AND ROAD REBUILT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0012 *********************************************************************** EA0012 DESIGNATION - V 108 EA0012 PID - EA0012 EA0012 STATE/COUNTY- NC/CARTERET EA0012 USGS QUAD - DAVIS (1983) EA0012 EA0012 *CURRENT SURVEY CONTROL EA0012 ___________________________________________________________________ EA0012* NAD 83(1986)- 34 50 16. (N) 076 25 36. (W) SCALED EA0012* NAVD 88 - 1.721 (meters) 5.65 (feet) ADJUSTED EA0012 ___________________________________________________________________ EA0012 GEOID HEIGHT- -37.72 (meters) GEOID99 EA0012 DYNAMIC HT - 1.719 (meters) 5.64 (feet) COMP EA0012 MODELED GRAV- 979,721.1 (mgal) NAVD 88 EA0012 EA0012 VERT ORDER - SECOND CLASS 0 EA0012 EA0012.The horizontal coordinates were scaled from a topographic map and have EA0012.an estimated accuracy of +/- 6 seconds. EA0012 EA0012.The orthometric height was determined by differential leveling EA0012.and adjusted by the National Geodetic Survey in June 1991. EA0012.WARNING-Repeat measurements at this control monument indicate possible EA0012.vertical movement. EA0012 EA0012.The geoid height was determined by GEOID99. EA0012 EA0012.The dynamic height is computed by dividing the NAVD 88 EA0012.geopotential number by the normal gravity value computed on the EA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0012.degrees latitude (g = 980.6199 gals.). EA0012 EA0012.The modeled gravity was interpolated from observed gravity values. EA0012 EA0012; North East Units Estimated Accuracy EA0012;SPC NC - 123,720. 844,930. MT (+/- 180 meters Scaled) EA0012 EA0012 SUPERSEDED SURVEY CONTROL EA0012 EA0012 NGVD 29 - 2.042 (m) 6.70 (f) ADJ UNCH 2 0 EA0012 EA0012.Superseded values are not recommended for survey control. EA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0012.See file dsdata.txt to determine how the superseded data were derived. EA0012 EA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD695559(NAD 83) EA0012_MARKER: DB = BENCH MARK DISK EA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0012_STAMPING: V 108 1962 EA0012_MARK LOGO: CGS EA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0012+STABILITY: SURFACE MOTION EA0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0012+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0012 EA0012 HISTORY - Date Condition Report By EA0012 HISTORY - 1962 MONUMENTED CGS EA0012 HISTORY - 1982 GOOD NCGS EA0012 HISTORY - 20030203 GOOD USPSQD EA0012 EA0012 STATION DESCRIPTION EA0012 EA0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0012'1 MI SW FROM STACY. EA0012'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE FREE EA0012'WILL BAPTIST CHURCH AT STACY, 0.9 MILE SOUTHWEST OF THE STACY EA0012'POST OFFICE BUILDING, NEAR THE JUNCTION OF A BLACK TOP ROAD EA0012'LEADING SOUTHEAST, ABOUT 3.4 MILES NORTHEAST OF A SHARP CURVE IN EA0012'THE CENTER OF THE SMALL VILLAGE OF DAVIS, ABOUT MIDWAY BETWEEN TWO EA0012'SAND DRIVEWAY, 30.7 FEET NORTHWEST OF THE CENTER LINE OF U.S. EA0012'HIGHWAY 70, 58.2 FEET EAST OF THE EAST CORNER OF A FRAME HOUSE, EA0012'39 1/2 FEET SOUTHWEST OF A LONE 18-INCH CEDAR TREE IN A YARD, EA0012'3 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 189, ABOUT 1 FOOT EA0012'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE EA0012'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND. EA0012 EA0012 STATION RECOVERY (1982) EA0012 EA0012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0012'RECOVERED IN GOOD CONDITION. EA0012'THE DESCRIPTION IS ADEQUATE EXCEPT THE MARK IS 2 INCHES BELOW GROUND EA0012'LEVEL AND ABOUT LEVEL WITH THE CENTERLINE OF T-INTERSECTION. ADD 3.0 EA0012'FEET SOUTHEAST OF A TELEPHONE PEDESTAL (270W) IN FRONT OF A POWER POLE EA0012'WITH REFERENCE TAG AND 66.0 FEET WEST OF CENTERLINE OF T-INTERSECTION. EA0012 EA0012 STATION RECOVERY (2003) EA0012 EA0012'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0012'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0271 *********************************************************************** EA0271 TIDAL BM - This is a Tidal Bench Mark. EA0271 DESIGNATION - V 163 EA0271 PID - EA0271 EA0271 STATE/COUNTY- NC/CARTERET EA0271 USGS QUAD - HARKERS ISLAND (1983) EA0271 EA0271 *CURRENT SURVEY CONTROL EA0271 ___________________________________________________________________ EA0271* NAD 83(1986)- 34 41 18. (N) 076 32 10. (W) SCALED EA0271* NAVD 88 - 1.841 (meters) 6.04 (feet) ADJUSTED EA0271 ___________________________________________________________________ EA0271 GEOID HEIGHT- -37.60 (meters) GEOID99 EA0271 DYNAMIC HT - 1.839 (meters) 6.03 (feet) COMP EA0271 MODELED GRAV- 979,717.2 (mgal) NAVD 88 EA0271 EA0271 VERT ORDER - SECOND CLASS 0 EA0271 EA0271.The horizontal coordinates were scaled from a topographic map and have EA0271.an estimated accuracy of +/- 6 seconds. EA0271 EA0271.The orthometric height was determined by differential leveling EA0271.and adjusted by the National Geodetic Survey in June 1991. EA0271 EA0271.This Tidal Bench Mark is designated as VM 14977 EA0271.by the Center for Operational Oceanographic Products and Services. EA0271 EA0271.The geoid height was determined by GEOID99. EA0271 EA0271.The dynamic height is computed by dividing the NAVD 88 EA0271.geopotential number by the normal gravity value computed on the EA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0271.degrees latitude (g = 980.6199 gals.). EA0271 EA0271.The modeled gravity was interpolated from observed gravity values. EA0271 EA0271; North East Units Estimated Accuracy EA0271;SPC NC - 106,890. 835,330. MT (+/- 180 meters Scaled) EA0271 EA0271 SUPERSEDED SURVEY CONTROL EA0271 EA0271 NGVD 29 - 2.138 (m) 7.01 (f) ADJ UNCH 2 0 EA0271 EA0271.Superseded values are not recommended for survey control. EA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0271.See file dsdata.txt to determine how the superseded data were derived. EA0271 EA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD592395(NAD 83) EA0271_MARKER: DB = BENCH MARK DISK EA0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0271_STAMPING: V 163 1963 EA0271_MARK LOGO: CGS EA0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0271 EA0271 HISTORY - Date Condition Report By EA0271 HISTORY - 1963 MONUMENTED CGS EA0271 HISTORY - 1982 GOOD NCGS EA0271 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0271 EA0271 STATION DESCRIPTION EA0271 EA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0271'1 MI SE FROM HARKERS ISLAND. EA0271'ABOUT 1.0 MILE SOUTHEAST ALONG COUNTY ROAD NO. 1335 FROM THE EA0271'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, 0.6 MILE NORTHWEST OF THE EA0271'END OF THE ROAD AT SHELL POINT, 23.5 FEET SOUTHWEST OF THE EA0271'CENTER LINE OF THE ROAD, 22.5 FEET EAST OF THE EAST CORNER OF THE EA0271'PYNE COTTAGE, 1 1/2 FEET NORTHEAST OF POWER LINE POLE NO. 272, EA0271'0.5 FOOT SOUTHEAST OF A STEEL PROPERTY LINE STAKE, 84 FEET EA0271'NORTHEAST OF THE WATER LINE OF BACK SOUND, 1.7 FEET NORTHWEST OF A EA0271'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP EA0271'OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL EA0271'OF THE GROUND AND PROTECTED BY A 3 INCH TILE WHICH PROJECTS 2 INCHES EA0271'ABOVE THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET. TIDAL EA0271'STATION 37A, HARKERS ISLAND, NORTH CAROLINA. EA0271 EA0271 STATION RECOVERY (1982) EA0271 EA0271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0271'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0271'THE DESCRIPTION IS ADEQUATE EXCEPT THE DISK IS BENT ON 2 SIDES AND EA0271'TILE IS BROKEN OFF BUT CENTER OF DISK LOOKS TO BE GOOD, 53.0 FEET WEST EA0271'OF CENTERLINE OF T-INTERSECTION AND 22.3 FEET NORTH OF GRANTS COTTAGE. EA0271 EA0271 STATION RECOVERY (2003) EA0271 EA0271'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0271'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0095 *********************************************************************** EA0095 DESIGNATION - V 238 EA0095 PID - EA0095 EA0095 STATE/COUNTY- NC/CARTERET EA0095 USGS QUAD - ATLANTIC (1949) EA0095 EA0095 *CURRENT SURVEY CONTROL EA0095 ___________________________________________________________________ EA0095* NAD 83(1986)- 34 54 50. (N) 076 22 18. (W) SCALED EA0095* NAVD 88 - 2.760 (meters) 9.06 (feet) POSTED EA0095 ___________________________________________________________________ EA0095 GEOID HEIGHT- -37.73 (meters) GEOID99 EA0095 DYNAMIC HT - 2.760 (meters) 9.06 (feet) COMP EA0095 MODELED GRAV- 979,727.6 (mgal) NAVD 88 EA0095 EA0095 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0095 EA0095.The horizontal coordinates were scaled from a topographic map and have EA0095.an estimated accuracy of +/- 6 seconds. EA0095 EA0095.The orthometric height was determined by differential leveling EA0095.and adjusted by the National Geodetic Survey in 1992. EA0095.No vertical observational check was made to the station. EA0095.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0095.was located on a no-check spur therefore a value was not computed. EA0095 EA0095.The geoid height was determined by GEOID99. EA0095 EA0095.The dynamic height is computed by dividing the NAVD 88 EA0095.geopotential number by the normal gravity value computed on the EA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0095.degrees latitude (g = 980.6199 gals.). EA0095 EA0095.The modeled gravity was interpolated from observed gravity values. EA0095 EA0095; North East Units Estimated Accuracy EA0095;SPC NC - 132,290. 849,730. MT (+/- 180 meters Scaled) EA0095 EA0095 SUPERSEDED SURVEY CONTROL EA0095 EA0095 NGVD 29 - 3.060 (m) 10.04 (f) ADJ UNCH 3 0 EA0095 EA0095.Superseded values are not recommended for survey control. EA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0095.See file dsdata.txt to determine how the superseded data were derived. EA0095 EA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD746643(NAD 83) EA0095_MARKER: DB = BENCH MARK DISK EA0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0095_STAMPING: V 238 1947 EA0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0095+STABILITY: SURFACE MOTION EA0095 EA0095 HISTORY - Date Condition Report By EA0095 HISTORY - 1947 MONUMENTED CGS EA0095 HISTORY - 1979 GOOD USE EA0095 HISTORY - 1982 MARK NOT FOUND NCGS EA0095 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0095 EA0095 STATION DESCRIPTION EA0095 EA0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0095'3.8 MI NW FROM ATLANTIC. EA0095'TO REACH FROM ATLANTIC, TRAVEL NORTHWEST 3.8 MILES VIA CEDAR EA0095'ISLAND ROAD TO MARK. B.M. IS 19.0 FEET WEST OF CENTERLINE OF EA0095'CEDAR ISLAND ROAD, 27.5 FEET EAST OF FENCE LINE RUNNING NORTH EA0095'AND SOUTH, 1.5 FEET EAST OF WHITE REFERENCE POST. EA0095 EA0095 STATION RECOVERY (1979) EA0095 EA0095'RECOVERY NOTE BY US ENGINEERS 1979 EA0095'RECOVERED IN GOOD CONDITION. EA0095 EA0095 STATION RECOVERY (1982) EA0095 EA0095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0095'NEW HIGHWAY AND JUNCTION ARE IN VICINITY. EA0095 EA0095 STATION RECOVERY (2003) EA0095 EA0095'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0095'NO WHITE REFERENCE POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7491 *********************************************************************** AC7491 DESIGNATION - VERRAZZANO AC7491 PID - AC7491 AC7491 STATE/COUNTY- NC/CARTERET AC7491 USGS QUAD - MANSFIELD (1994) AC7491 AC7491 *CURRENT SURVEY CONTROL AC7491 ___________________________________________________________________ AC7491* NAD 83(1986)- 34 41 43.42171(N) 076 49 19.11246(W) ADJUSTED AC7491* NAVD 88 - 3.266 (meters) 10.72 (feet) ADJUSTED AC7491 ___________________________________________________________________ AC7491 LAPLACE CORR- -0.75 (seconds) DEFLEC99 AC7491 GEOID HEIGHT- -37.41 (meters) GEOID99 AC7491 DYNAMIC HT - 3.263 (meters) 10.71 (feet) COMP AC7491 MODELED GRAV- 979,702.3 (mgal) NAVD 88 AC7491 AC7491 HORZ ORDER - FIRST AC7491 VERT ORDER - SECOND CLASS II AC7491 AC7491.The North Carolina/South Carolina HARNS have been completed but, AC7491.due to contractual restrictions, coordinates for these stations AC7491.will NOT be published in the near future. In the interim, the AC7491.published coordinates in North and South Carolina will not be AC7491.consistent with the Continuously Operating Reference Stations AC7491.(CORS). The HARN coordinates for these stations are available AC7491.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7491.Lapine(803-896-7700). AC7491. AC7491.In addition, the published North and South Carolina positions AC7491.(NAD 83 (1986)) are NOT consistent with those determined in AC7491.adjacent state readjustments. The discontinuity between stations AC7491.located in North or South Carolina and those in adjacent states AC7491.which have been adjusted to the HARN may be as much as 5 AC7491.decimeters. This will result in a significant loss of accuracy AC7491.over lines crossing such state borders. AC7491 AC7491 AC7491.The horizontal coordinates were established by GPS observations AC7491.and adjusted by the National Geodetic Survey in March 1997. AC7491 AC7491.The orthometric height was determined by differential leveling AC7491.and adjusted by the National Geodetic Survey in May 1997. AC7491 AC7491.The Laplace correction was computed from DEFLEC99 derived deflections. AC7491 AC7491.The geoid height was determined by GEOID99. AC7491 AC7491.The dynamic height is computed by dividing the NAVD 88 AC7491.geopotential number by the normal gravity value computed on the AC7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7491.degrees latitude (g = 980.6199 gals.). AC7491 AC7491.The modeled gravity was interpolated from observed gravity values. AC7491 AC7491; North East Units Scale Converg. AC7491;SPC NC - 107,062.820 809,130.979 MT 0.99991941 +1 15 25.5 AC7491;UTM 18 - 3,840,775.009 333,117.959 MT 0.99994327 -1 02 14.4 AC7491 AC7491 SUPERSEDED SURVEY CONTROL AC7491 AC7491.No superseded survey control is available for this station. AC7491 AC7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3311840775(NAD 83) AC7491_MARKER: DH = HORIZONTAL CONTROL DISK AC7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7491_STAMPING: VERRAZZANO 1992 AC7491_MARK LOGO: NCGS AC7491_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC7491+STABILITY: SURFACE MOTION AC7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7491+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7491 AC7491 HISTORY - Date Condition Report By AC7491 HISTORY - 1992 MONUMENTED NCGS AC7491 HISTORY - 20030205 GOOD USPSQD AC7491 AC7491 STATION DESCRIPTION AC7491 AC7491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7491'STATION IS LOCATED IN PINE KNOLL SHORES.$ALONG NC 58 FOR 3.55 MI (5.71 AC7491'KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT PINE KNOLL AC7491'BOULEVARD, IN THE NORTHWEST QUADRANT, OR 0.35 MI (0.56 KM) SOUTH OF AC7491'PINE KNOLL SHORES TOWN HALL.$MARK IS RECESSED 2 INCHES BELOW GROUND AC7491'AND IS LEVEL WITH PINE KNOLL BOULEVARD. LOCATED 79.2 FT (24.1 M) NORTH AC7491'OF THE CENTERLINE OF NC 58, 28.9 FT (8.8 M) WEST OF THE CENTERLINE OF AC7491'PINE KNOLL BOULEVARD, 45.1 FT (13.7 M) NORTH-NORTHEAST OF A TRAFFIC AC7491'LIGHT POWER BOX ON CONCRETE PAD, 23.5 FT (7.2 M) NORTHEAST OF A AC7491'CONCRETE POWER POLE, AND 74.4 FT (22.7 M) NORTHWEST OF A POWER POLE AC7491'WITH A REFERENCE TAG. AC7491 AC7491 STATION RECOVERY (2003) AC7491 AC7491'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7491'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0017 *********************************************************************** EA0017 DESIGNATION - W 108 EA0017 PID - EA0017 EA0017 STATE/COUNTY- NC/CARTERET EA0017 USGS QUAD - DAVIS (1983) EA0017 EA0017 *CURRENT SURVEY CONTROL EA0017 ___________________________________________________________________ EA0017* NAD 83(1986)- 34 50 59. (N) 076 24 58. (W) SCALED EA0017* NAVD 88 - 0.767 (meters) 2.52 (feet) ADJUSTED EA0017 ___________________________________________________________________ EA0017 GEOID HEIGHT- -37.72 (meters) GEOID99 EA0017 DYNAMIC HT - 0.767 (meters) 2.52 (feet) COMP EA0017 MODELED GRAV- 979,721.5 (mgal) NAVD 88 EA0017 EA0017 VERT ORDER - SECOND CLASS 0 EA0017 EA0017.The horizontal coordinates were scaled from a topographic map and have EA0017.an estimated accuracy of +/- 6 seconds. EA0017 EA0017.The orthometric height was determined by differential leveling EA0017.and adjusted by the National Geodetic Survey in June 1991. EA0017 EA0017.The geoid height was determined by GEOID99. EA0017 EA0017.The dynamic height is computed by dividing the NAVD 88 EA0017.geopotential number by the normal gravity value computed on the EA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0017.degrees latitude (g = 980.6199 gals.). EA0017 EA0017.The modeled gravity was interpolated from observed gravity values. EA0017 EA0017; North East Units Estimated Accuracy EA0017;SPC NC - 125,070. 845,860. MT (+/- 180 meters Scaled) EA0017 EA0017 SUPERSEDED SURVEY CONTROL EA0017 EA0017 NGVD 29 - 1.068 (m) 3.50 (f) ADJ UNCH 2 0 EA0017 EA0017.Superseded values are not recommended for survey control. EA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0017.See file dsdata.txt to determine how the superseded data were derived. EA0017 EA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD705572(NAD 83) EA0017_MARKER: DB = BENCH MARK DISK EA0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0017_STAMPING: W 108 1962 EA0017_MARK LOGO: CGS EA0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0017+STABILITY: SURFACE MOTION EA0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0017+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0017 EA0017 HISTORY - Date Condition Report By EA0017 HISTORY - 1962 MONUMENTED CGS EA0017 HISTORY - 1982 GOOD NCGS EA0017 HISTORY - 20030203 GOOD USPSQD EA0017 EA0017 STATION DESCRIPTION EA0017 EA0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0017'AT STACY. EA0017'AT STACY, ALONG U.S. HIGHWAY 70, ABOUT 100 YARDS NORTH OF THE EA0017'POST OFFICE BUILDING, IN FRONT OF THE FREE WILL BAPTIST CHURCH, EA0017'35.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 64.8 FEET EA0017'WEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 0.9 FOOT EA0017'WEST OF THE WEST FACE OF A BRICK WALL AROUND THE CHURCH, 6.9 FEET EA0017'SOUTH OF THE CENTER LINE OF A CONCRETE SIDEWALK LEADING TO MAIN EA0017'ENTRANCE TO CHURCH, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP EA0017'OF A CONCRETE POST FLUSH WITH THE GROUND. EA0017 EA0017 STATION RECOVERY (1982) EA0017 EA0017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0017'RECOVERED IN GOOD CONDITION. EA0017'THE DESCRIPTION IS ADEQUATE EXCEPT THE POST OFFICE APPARENTLY MOVED, EA0017'STATION NOW ABOUT 115 FEET SOUTHEAST OF AND ACROSS HIGHWAY FROM POST EA0017'OFFICE. EA0017 EA0017 STATION RECOVERY (2003) EA0017 EA0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0017'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0123 *********************************************************************** EA0123 TIDAL BM - This is a Tidal Bench Mark. EA0123 DESIGNATION - W 112 EA0123 PID - EA0123 EA0123 STATE/COUNTY- NC/CARTERET EA0123 USGS QUAD - MANSFIELD (1994) EA0123 EA0123 *CURRENT SURVEY CONTROL EA0123 ___________________________________________________________________ EA0123* NAD 83(1986)- 34 43 31. (N) 076 45 41. (W) SCALED EA0123* NAVD 88 - 8.267 (meters) 27.12 (feet) POSTED EA0123 ___________________________________________________________________ EA0123 GEOID HEIGHT- -37.44 (meters) GEOID99 EA0123 DYNAMIC HT - 8.260 (meters) 27.10 (feet) COMP EA0123 MODELED GRAV- 979,706.2 (mgal) NAVD 88 EA0123 EA0123 VERT ORDER - * POSTED, Code E , SEE BELOW EA0123 EA0123.The horizontal coordinates were scaled from a topographic map and have EA0123.an estimated accuracy of +/- 6 seconds. EA0123 EA0123.The orthometric height was determined by differential leveling EA0123.and adjusted by the National Geodetic Survey in 1992. EA0123.* This is a POSTED BENCH MARK height. Code E indicates a distribution EA0123.rate of 4.1 thru 8.0 mm/km. EA0123 EA0123.This Tidal Bench Mark is designated as VM 14914 EA0123.by the Center for Operational Oceanographic Products and Services. EA0123 EA0123.The geoid height was determined by GEOID99. EA0123 EA0123.The dynamic height is computed by dividing the NAVD 88 EA0123.geopotential number by the normal gravity value computed on the EA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0123.degrees latitude (g = 980.6199 gals.). EA0123 EA0123.The modeled gravity was interpolated from observed gravity values. EA0123 EA0123; North East Units Estimated Accuracy EA0123;SPC NC - 110,500. 814,610. MT (+/- 180 meters Scaled) EA0123 EA0123 SUPERSEDED SURVEY CONTROL EA0123 EA0123 NGVD 29 - 8.581 (m) 28.15 (f) ADJ UNCH 1 1 EA0123 EA0123.Superseded values are not recommended for survey control. EA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0123.See file dsdata.txt to determine how the superseded data were derived. EA0123 EA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD387439(NAD 83) EA0123_MARKER: DB = BENCH MARK DISK EA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0123_STAMPING: W 112 1963 EA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0123+STABILITY: SURFACE MOTION EA0123 EA0123 HISTORY - Date Condition Report By EA0123 HISTORY - 1963 MONUMENTED CGS EA0123 HISTORY - 19910622 MARK NOT FOUND USPSQD EA0123 HISTORY - 20030202 MARK NOT FOUND USPSQD EA0123 EA0123 STATION DESCRIPTION EA0123 EA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0123'AT MOREHEAD CITY. EA0123'AT MOREHEAD CITY, AT THE CROSSING OF U.S. HIGHWAY 70 AND THE EA0123'ATLANTIC AND EAST CAROLINA RAILROAD, 58 FEET NORTHWEST OF THE EA0123'CENTER LINE OF THE SOUTHWEST APPROACH LANE LEADING TO WEST-BOUND EA0123'LANE OF U.S. HIGHWAY 70, 55 FEET SOUTHWEST OF THE SOUTHWEST RAIL, EA0123'68 FEET EAST OF THE NORTHEAST CORNER OF THE LOCKHART MILLWORK CO. EA0123'BUILDING, 8 FEET NORTH-NORTHEAST OF POWER POLE 117, 3.2 FEET EA0123'SOUTH-SOUTHWEST OF A WHITE WOODEN FENCE EXTENDING EAST AND WEST, EA0123'13 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD EA0123'LEADING WEST AND EAST, 75 YARDS NORTH OF AND ACROSS THE HIGHWAY EA0123'FROM THE BLUE RIBBON RESTAURANT, 4 FEET SOUTHWEST OF A WOODEN EA0123'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IS SET IN THE EA0123'TOP OF A CONCRETE POST PROJECTING 3-INCHES. EA0123 EA0123 STATION RECOVERY (1991) EA0123 EA0123'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL) EA0123'MARK NOT FOUND. EA0123 EA0123 STATION RECOVERY (2003) EA0123 EA0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0123'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0096 *********************************************************************** EA0096 DESIGNATION - W 238 EA0096 PID - EA0096 EA0096 STATE/COUNTY- NC/CARTERET EA0096 USGS QUAD - ATLANTIC (1949) EA0096 EA0096 *CURRENT SURVEY CONTROL EA0096 ___________________________________________________________________ EA0096* NAD 83(1986)- 34 55 33.70611(N) 076 21 52.65856(W) ADJUSTED EA0096* NAVD 88 - 1.009 (meters) 3.31 (feet) POSTED EA0096 ___________________________________________________________________ EA0096 LAPLACE CORR- -1.09 (seconds) DEFLEC99 EA0096 GEOID HEIGHT- -37.74 (meters) GEOID99 EA0096 DYNAMIC HT - 1.010 (meters) 3.31 (feet) COMP EA0096 MODELED GRAV- 979,728.8 (mgal) NAVD 88 EA0096 EA0096 HORZ ORDER - FIRST EA0096 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0096 EA0096.The North Carolina/South Carolina HARNS have been completed but, EA0096.due to contractual restrictions, coordinates for these stations EA0096.will NOT be published in the near future. In the interim, the EA0096.published coordinates in North and South Carolina will not be EA0096.consistent with the Continuously Operating Reference Stations EA0096.(CORS). The HARN coordinates for these stations are available EA0096.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0096.Lapine(803-896-7700). EA0096. EA0096.In addition, the published North and South Carolina positions EA0096.(NAD 83 (1986)) are NOT consistent with those determined in EA0096.adjacent state readjustments. The discontinuity between stations EA0096.located in North or South Carolina and those in adjacent states EA0096.which have been adjusted to the HARN may be as much as 5 EA0096.decimeters. This will result in a significant loss of accuracy EA0096.over lines crossing such state borders. EA0096 EA0096 EA0096.The horizontal coordinates were established by GPS observations EA0096.and adjusted by the National Geodetic Survey in March 1997. EA0096 EA0096.The orthometric height was determined by differential leveling EA0096.and adjusted by the National Geodetic Survey in 1992. EA0096.No vertical observational check was made to the station. EA0096.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0096.was located on a no-check spur therefore a value was not computed. EA0096.WARNING-GPS observations at this control monument resulted in a GPS EA0096.derived orthometric height which differed from the leveled height by EA0096.more than one decimeter (0.1 meter). EA0096 EA0096.The Laplace correction was computed from DEFLEC99 derived deflections. EA0096 EA0096.The geoid height was determined by GEOID99. EA0096 EA0096.The dynamic height is computed by dividing the NAVD 88 EA0096.geopotential number by the normal gravity value computed on the EA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0096.degrees latitude (g = 980.6199 gals.). EA0096 EA0096.The modeled gravity was interpolated from observed gravity values. EA0096 EA0096; North East Units Scale Converg. EA0096;SPC NC - 133,652.998 850,340.772 MT 0.99988866 +1 31 15.8 EA0096;UTM 18 - 3,865,689.947 375,359.442 MT 0.99979147 -0 46 52.9 EA0096 EA0096 SUPERSEDED SURVEY CONTROL EA0096 EA0096 NGVD 29 - 1.309 (m) 4.29 (f) ADJ UNCH 3 0 EA0096 EA0096.Superseded values are not recommended for survey control. EA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0096.See file dsdata.txt to determine how the superseded data were derived. EA0096 EA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7535965690(NAD 83) EA0096_MARKER: DB = BENCH MARK DISK EA0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0096_STAMPING: W 238 1947 EA0096_MARK LOGO: CGS EA0096_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0096+STABILITY: SURFACE MOTION EA0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0096+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992 EA0096 EA0096 HISTORY - Date Condition Report By EA0096 HISTORY - 1947 MONUMENTED CGS EA0096 HISTORY - 1979 GOOD USE EA0096 HISTORY - 1982 GOOD NCGS EA0096 HISTORY - 19921210 GOOD NCGS EA0096 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0096 EA0096 STATION DESCRIPTION EA0096 EA0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0096'4.7 MI NW FROM ATLANTIC. EA0096'TO REACH FROM ATLANTIC, TRAVEL NORTHWEST 4.7 MILES VIA CEDAR EA0096'ISLAND ROAD TO MARK. B.M. IS 1.0 FOOT WEST OF POWER POLE 307, EA0096'2.5 FEET NORTHWEST OF WHITE REFERENCE POST, 14.0 FEET EAST OF EA0096'CENTERLINE OF CEDAR ISLAND ROAD, 104.0 FEET SOUTHEAST OF SOUTHEAST EA0096'END OF BRIDGE. EA0096 EA0096 STATION RECOVERY (1979) EA0096 EA0096'RECOVERY NOTE BY US ENGINEERS 1979 EA0096'RECOVERED IN GOOD CONDITION. EA0096 EA0096 STATION RECOVERY (1982) EA0096 EA0096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0096'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0096'NEW DESCRIPTION FOLLOWS. 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 12 EA0096'FROM ATLANTIC, THE OLD BRIDGE HAS BEEN TORN DOWN EA0096'AND NEW CONCRETE BRIDGE CONSTRUCTED ON EAST SIDE OF OLD BRIDGE SITE. EA0096'MARK IS LOCATED BETWEEN NEW HIGHWAY AND OLD ROADBED, BETWEEN 4TH AND EA0096'5TH GUARD POSTS (FROM SOUTH END) ALONG EAST SIDE OF OLD ROADBED, 14.0 EA0096'FEET EAST-SOUTHEAST OF THE CENTERLINE OF OLD ROADBED, 32.0 FEET EA0096'WEST-NORTHWEST OF CENTERLINE OF NEW HIGHWAY, 89.5 FEET WEST-SOUTHWEST EA0096'OF SOUTHWEST CORNER POST OF NEW BRIDGE, 27.6 FEET NORTH OF 6-INCH SIGN EA0096'POST AT END OF GRASSY AREA, 3.0 FEET NORTHEAST OF GUARD POST NO. 4 AND EA0096'3.0 FEET SOUTH OF GUARD POST NO 5. EA0096'THE MARK IS 4.0 FT BELOW HIGHWAY. EA0096 EA0096 STATION RECOVERY (1992) EA0096 EA0096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EA0096'RECOVERED AS DESCRIBED. MARK IS RECESSED 48 INCHES BELOW GROUND. EA0096 EA0096 STATION RECOVERY (2003) EA0096 EA0096'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0096'FOUND REFERENCE MARK ON POWER POLE NEAR BUILDING. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6799 *********************************************************************** AB6799 CBN - This is a Cooperative Base Network Control Station. AB6799 DESIGNATION - WATER AB6799 PID - AB6799 AB6799 STATE/COUNTY- NC/CARTERET AB6799 USGS QUAD - SALTER PATH (1994) AB6799 AB6799 *CURRENT SURVEY CONTROL AB6799 ___________________________________________________________________ AB6799* NAD 83(1986)- 34 42 39.97651(N) 076 59 35.98698(W) ADJUSTED AB6799* NAVD 88 - 6.691 (meters) 21.95 (feet) ADJUSTED AB6799 ___________________________________________________________________ AB6799 LAPLACE CORR- -2.23 (seconds) DEFLEC99 AB6799 GEOID HEIGHT- -37.25 (meters) GEOID99 AB6799 DYNAMIC HT - 6.685 (meters) 21.93 (feet) COMP AB6799 MODELED GRAV- 979,701.6 (mgal) NAVD 88 AB6799 AB6799 HORZ ORDER - FIRST AB6799 VERT ORDER - SECOND CLASS II AB6799 AB6799.The North Carolina/South Carolina HARNS have been completed but, AB6799.due to contractual restrictions, coordinates for these stations AB6799.will NOT be published in the near future. In the interim, the AB6799.published coordinates in North and South Carolina will not be AB6799.consistent with the Continuously Operating Reference Stations AB6799.(CORS). The HARN coordinates for these stations are available AB6799.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6799.Lapine(803-896-7700). AB6799. AB6799.In addition, the published North and South Carolina positions AB6799.(NAD 83 (1986)) are NOT consistent with those determined in AB6799.adjacent state readjustments. The discontinuity between stations AB6799.located in North or South Carolina and those in adjacent states AB6799.which have been adjusted to the HARN may be as much as 5 AB6799.decimeters. This will result in a significant loss of accuracy AB6799.over lines crossing such state borders. AB6799 AB6799 AB6799.The horizontal coordinates were established by GPS observations AB6799.and adjusted by the National Geodetic Survey in November 1996. AB6799 AB6799.The orthometric height was determined by differential leveling AB6799.and adjusted by the National Geodetic Survey in April 2001. AB6799.No vertical observational check was made to the station. AB6799 AB6799.The Laplace correction was computed from DEFLEC99 derived deflections. AB6799 AB6799.The geoid height was determined by GEOID99. AB6799 AB6799.The dynamic height is computed by dividing the NAVD 88 AB6799.geopotential number by the normal gravity value computed on the AB6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6799.degrees latitude (g = 980.6199 gals.). AB6799 AB6799.The modeled gravity was interpolated from observed gravity values. AB6799 AB6799; North East Units Scale Converg. AB6799;SPC NC - 108,474.206 793,400.168 MT 0.99991681 +1 09 29.5 AB6799;UTM 18 - 3,842,815.042 317,455.333 MT 1.00001073 -1 08 07.4 AB6799 AB6799 SUPERSEDED SURVEY CONTROL AB6799 AB6799.No superseded survey control is available for this station. AB6799 AB6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1745542815(NAD 83) AB6799_MARKER: DH = HORIZONTAL CONTROL DISK AB6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6799_STAMPING: WATER 1992 AB6799_MARK LOGO: NCGS AB6799_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6799+STABILITY: SURFACE MOTION AB6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6799+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996 AB6799 AB6799 HISTORY - Date Condition Report By AB6799 HISTORY - 1992 MONUMENTED NCGS AB6799 HISTORY - 19920630 GOOD NCGS AB6799 HISTORY - 19961121 GOOD NCGS AB6799 AB6799 STATION DESCRIPTION AB6799 AB6799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AB6799'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-NORTHEAST OF CAPE AB6799'CARTERET AND 15.7 MI (25.3 KM) WEST OF MOREHEAD CITY.$ALONG NC 24 FOR AB6799'2.8 MI (4.5 KM) WEST FROM THE BRIDGE OVER BROAD CREEK, ON THE SOUTH AB6799'SHOULDER OF NC 24.$MARK IS RECESSED 3 INCHES BELOW GROUND AND IS ABOUT AB6799'1-FOOT HIGHER THAN NC 24. LOCATED 47.4 FT (14.4 M) SOUTH-SOUTHEAST OF AB6799'THE CENTERLINE OF NC 24, 188.0 FT (57.3 M) EAST-NORTHEAST OF A WATER AB6799'METER, 106.1 FT (32.3 M) NORTHEAST OF A 7-INCH POPLAR, AND 3.7 FT (1.1 AB6799'M) NORTHWEST OF A 7-INCH BY 9-INCH WOOD POST WITH A REFERENCE TAG. AB6799 AB6799 STATION RECOVERY (1992) AB6799 AB6799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AB6799'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF NEWPORT, AND AB6799'7.5 MI (12.1 KM) EAST-NORTHEAST OF SWANSBORO. ALONG NC 24 FOR 2.8 MI AB6799'(4.5 KM) WEST FROM THE BRIDGE OVER BROAD CREEK, ON THE LEFT. MARK IS AB6799'ABOUT 1 FOOT (0.3 M) HIGHER THAN NC 24, AND IS RECESSED 3 INCHES BELOW AB6799'THE GROUND. LOCATED 47.4 FT (14.4 M) SOUTH-SOUTHEAST OF THE AB6799'CENTERLINE OF NC 24, 188.0 FT (57.3 M) EAST-NORTHEAST OF A WATER AB6799'METER, 3.7 FT (1.1 M) NORTHWEST OF A 7X9 INCH WOOD POST WITH REFERENCE AB6799'TAG, 106.1 FT (32.3 M) NORTHEAST OF A 7-INCH POPLAR. AB6799 AB6799 STATION RECOVERY (1996) AB6799 AB6799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AB6799'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION. AB6799'THE PROPERTY OWNER IS MICHAEL B. SMITH. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0002 *********************************************************************** EA0002 DESIGNATION - WEED USE EA0002 PID - EA0002 EA0002 STATE/COUNTY- NC/CARTERET EA0002 USGS QUAD - DAVIS (1983) EA0002 EA0002 *CURRENT SURVEY CONTROL EA0002 ___________________________________________________________________ EA0002* NAD 83(1986)- 34 48 26. (N) 076 28 46. (W) SCALED EA0002* NAVD 88 - 1.220 (meters) 4.00 (feet) POSTED EA0002 ___________________________________________________________________ EA0002 GEOID HEIGHT- -37.68 (meters) GEOID99 EA0002 DYNAMIC HT - 1.220 (meters) 4.00 (feet) COMP EA0002 MODELED GRAV- 979,720.2 (mgal) NAVD 88 EA0002 EA0002 VERT ORDER - * POSTED, Code E , SEE BELOW EA0002 EA0002.The horizontal coordinates were scaled from a topographic map and have EA0002.an estimated accuracy of +/- 6 seconds. EA0002 EA0002.The orthometric height was determined by differential leveling EA0002.and adjusted by the National Geodetic Survey in 1992. EA0002.* This is a POSTED BENCH MARK height. Code E indicates a distribution EA0002.rate of 4.1 thru 8.0 mm/km. EA0002 EA0002.The geoid height was determined by GEOID99. EA0002 EA0002.The dynamic height is computed by dividing the NAVD 88 EA0002.geopotential number by the normal gravity value computed on the EA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0002.degrees latitude (g = 980.6199 gals.). EA0002 EA0002.The modeled gravity was interpolated from observed gravity values. EA0002 EA0002; North East Units Estimated Accuracy EA0002;SPC NC - 120,210. 840,190. MT (+/- 180 meters Scaled) EA0002 EA0002 SUPERSEDED SURVEY CONTROL EA0002 EA0002 NGVD 29 - 1.522 (m) 4.99 (f) ADJ UNCH 3 0 EA0002 EA0002.Superseded values are not recommended for survey control. EA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0002.See file dsdata.txt to determine how the superseded data were derived. EA0002 EA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD646526(NAD 83) EA0002_MARKER: DD = SURVEY DISK EA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0002_STAMPING: WEED 1935 EA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0002+STABILITY: SURFACE MOTION EA0002 EA0002 HISTORY - Date Condition Report By EA0002 HISTORY - 1935 MONUMENTED DOD EA0002 HISTORY - 1962 MARK NOT FOUND NGS EA0002 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0002 EA0002 STATION DESCRIPTION EA0002 EA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 EA0002'16 MI E FROM BEAUFORT. EA0002'16 MILES EAST OF BEAUFORT ON HIGHWAY 70, 18 FEET NORTH OF EA0002'CENTERLINE OF ROAD AND 592 FEET EAST OF EAST END OF BRIDGE ACROSS EA0002'SMYRNA CREEK. BENCH MARK IS 2 FEET SOUTH OF WHITE REFERENCE EA0002'POST. EA0002 EA0002 STATION RECOVERY (2003) EA0002 EA0002'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0002'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7463 *********************************************************************** AC7463 DESIGNATION - WEEPING AC7463 PID - AC7463 AC7463 STATE/COUNTY- NC/CARTERET AC7463 USGS QUAD - MANSFIELD (1994) AC7463 AC7463 *CURRENT SURVEY CONTROL AC7463 ___________________________________________________________________ AC7463* NAD 83(1986)- 34 41 47.93611(N) 076 48 20.10876(W) ADJUSTED AC7463* NAVD 88 - 5.692 (meters) 18.67 (feet) ADJUSTED AC7463 ___________________________________________________________________ AC7463 LAPLACE CORR- -0.65 (seconds) DEFLEC99 AC7463 GEOID HEIGHT- -37.41 (meters) GEOID99 AC7463 DYNAMIC HT - 5.687 (meters) 18.66 (feet) COMP AC7463 MODELED GRAV- 979,703.2 (mgal) NAVD 88 AC7463 AC7463 HORZ ORDER - FIRST AC7463 VERT ORDER - SECOND CLASS II AC7463 AC7463.The North Carolina/South Carolina HARNS have been completed but, AC7463.due to contractual restrictions, coordinates for these stations AC7463.will NOT be published in the near future. In the interim, the AC7463.published coordinates in North and South Carolina will not be AC7463.consistent with the Continuously Operating Reference Stations AC7463.(CORS). The HARN coordinates for these stations are available AC7463.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7463.Lapine(803-896-7700). AC7463. AC7463.In addition, the published North and South Carolina positions AC7463.(NAD 83 (1986)) are NOT consistent with those determined in AC7463.adjacent state readjustments. The discontinuity between stations AC7463.located in North or South Carolina and those in adjacent states AC7463.which have been adjusted to the HARN may be as much as 5 AC7463.decimeters. This will result in a significant loss of accuracy AC7463.over lines crossing such state borders. AC7463 AC7463 AC7463.The horizontal coordinates were established by GPS observations AC7463.and adjusted by the National Geodetic Survey in March 1997. AC7463 AC7463.The orthometric height was determined by differential leveling AC7463.and adjusted by the National Geodetic Survey in May 1997. AC7463 AC7463.The Laplace correction was computed from DEFLEC99 derived deflections. AC7463 AC7463.The geoid height was determined by GEOID99. AC7463 AC7463.The dynamic height is computed by dividing the NAVD 88 AC7463.geopotential number by the normal gravity value computed on the AC7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7463.degrees latitude (g = 980.6199 gals.). AC7463 AC7463.The modeled gravity was interpolated from observed gravity values. AC7463 AC7463; North East Units Scale Converg. AC7463;SPC NC - 107,234.954 810,629.148 MT 0.99991920 +1 15 59.6 AC7463;UTM 18 - 3,840,887.027 334,621.849 MT 0.99993711 -1 01 40.9 AC7463 AC7463 SUPERSEDED SURVEY CONTROL AC7463 AC7463.No superseded survey control is available for this station. AC7463 AC7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3462240887(NAD 83) AC7463_MARKER: DH = HORIZONTAL CONTROL DISK AC7463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7463_STAMPING: WEEPING 1992 AC7463_MARK LOGO: NCGS AC7463_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7463+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7463 AC7463 HISTORY - Date Condition Report By AC7463 HISTORY - 1992 MONUMENTED NCGS AC7463 HISTORY - 20030205 GOOD USPSQD AC7463 AC7463 STATION DESCRIPTION AC7463 AC7463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7463'STATION IS LOCATED IN PINE KNOLL SHORES.$ALONG NC 58 (SALTER PATH AC7463'ROAD) FOR 2.6 MI (4.2 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AC7463'IN THE NORTH SHOULDER OF NC 58 (ACROSS THE ROAD FROM PIKSCO MEMORIAL AC7463'PARK), ABOUT 0.1 MI (0.2 KM) WEST OF MILE POST 6.$MARK IS FLUSH WITH AC7463'GROUND AND 4-FEET HIGHER THAN NC 58. LOCATED 42.4 FT (12.9 M) NORTH OF AC7463'THE CENTERLINE OF NC 58, 94.6 FT (28.8 M) EAST OF A FIRE HYDRANT, 14.9 AC7463'FT (4.5 M) EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MONUMENT, 106.5 AC7463'FT (32.5 M) EAST OF A CONCRETE POWER POLE, 122.7 FT (37.4 M) WEST OF AC7463'THE WEST END OF A 15-INCH CONCRETE PIPE UNDER DRIVEWAY, AND 5.4 FT AC7463'(1.6 M) SOUTHEAST OF A GUY POLE WITH A REFERENCE TAG. AC7463 AC7463 STATION RECOVERY (2003) AC7463 AC7463'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7463'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0255 *********************************************************************** EA0255 DESIGNATION - WILLIS USE EA0255 PID - EA0255 EA0255 STATE/COUNTY- NC/CARTERET EA0255 USGS QUAD - WILLISTON (1983) EA0255 EA0255 *CURRENT SURVEY CONTROL EA0255 ___________________________________________________________________ EA0255* NAD 83(1986)- 34 47 15. (N) 076 30 24. (W) SCALED EA0255* NAVD 88 - 0.635 (meters) 2.08 (feet) POSTED EA0255 ___________________________________________________________________ EA0255 GEOID HEIGHT- -37.65 (meters) GEOID99 EA0255 DYNAMIC HT - 0.630 (meters) 2.07 (feet) COMP EA0255 MODELED GRAV- 979,720.2 (mgal) NAVD 88 EA0255 EA0255 VERT ORDER - * POSTED, Code E , SEE BELOW EA0255 EA0255.The horizontal coordinates were scaled from a topographic map and have EA0255.an estimated accuracy of +/- 6 seconds. EA0255 EA0255.The orthometric height was determined by differential leveling EA0255.and adjusted by the National Geodetic Survey in 1992. EA0255.* This is a POSTED BENCH MARK height. Code E indicates a distribution EA0255.rate of 4.1 thru 8.0 mm/km. EA0255 EA0255.The geoid height was determined by GEOID99. EA0255 EA0255.The dynamic height is computed by dividing the NAVD 88 EA0255.geopotential number by the normal gravity value computed on the EA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0255.degrees latitude (g = 980.6199 gals.). EA0255 EA0255.The modeled gravity was interpolated from observed gravity values. EA0255 EA0255; North East Units Estimated Accuracy EA0255;SPC NC - 117,960. 837,750. MT (+/- 180 meters Scaled) EA0255 EA0255 SUPERSEDED SURVEY CONTROL EA0255 EA0255 NGVD 29 - 0.936 (m) 3.07 (f) ADJ UNCH 3 0 EA0255 EA0255.Superseded values are not recommended for survey control. EA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0255.See file dsdata.txt to determine how the superseded data were derived. EA0255 EA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD621505(NAD 83) EA0255_MARKER: DD = SURVEY DISK EA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0255_STAMPING: WILLIS 1935 EA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0255+STABILITY: SURFACE MOTION EA0255 EA0255 HISTORY - Date Condition Report By EA0255 HISTORY - 1935 MONUMENTED DOD EA0255 HISTORY - 1962 MARK NOT FOUND NGS EA0255 HISTORY - 1976 GOOD ALSTER EA0255 HISTORY - 1982 MARK NOT FOUND NCGS EA0255 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0255 EA0255 STATION DESCRIPTION EA0255 EA0255'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935 EA0255'14.5 MI E FROM BEAUFORT. EA0255'AT WILLISTOWN POST OFFICE, 14-1/2 MILES EAST OF BEAUFORT ON EA0255'HIGHWAY NO. 70. ABOUT 45 FEET NORTH OF HIGHWAY, 16 FEET FROM EA0255'NORTH END, 20 FEET FROM SOUTH END AND 6 FEET FROM WEST WALL OF EA0255'P.W. PINER BUILDING. EA0255 EA0255 STATION RECOVERY (1962) EA0255 EA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 EA0255'MARK NOT FOUND. EA0255 EA0255 STATION RECOVERY (1976) EA0255 EA0255'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 EA0255'RECOVERED IN GOOD CONDITION. EA0255 EA0255 STATION RECOVERY (1982) EA0255 EA0255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0255'PINER BUILDING NO LONGER EXISTS, POST OFFICE HAS BEEN MOVED, ENTIRE EA0255'AREA HAS CHANGED. EA0255 EA0255 STATION RECOVERY (2003) EA0255 EA0255'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0255'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC7462 *********************************************************************** AC7462 DESIGNATION - WILLOW AC7462 PID - AC7462 AC7462 STATE/COUNTY- NC/CARTERET AC7462 USGS QUAD - MANSFIELD (1994) AC7462 AC7462 *CURRENT SURVEY CONTROL AC7462 ___________________________________________________________________ AC7462* NAD 83(1986)- 34 41 48.99097(N) 076 47 55.80155(W) ADJUSTED AC7462* NAVD 88 - 6.052 (meters) 19.86 (feet) ADJUSTED AC7462 ___________________________________________________________________ AC7462 LAPLACE CORR- -0.61 (seconds) DEFLEC99 AC7462 GEOID HEIGHT- -37.42 (meters) GEOID99 AC7462 DYNAMIC HT - 6.047 (meters) 19.84 (feet) COMP AC7462 MODELED GRAV- 979,703.6 (mgal) NAVD 88 AC7462 AC7462 HORZ ORDER - FIRST AC7462 VERT ORDER - SECOND CLASS II AC7462 AC7462.The North Carolina/South Carolina HARNS have been completed but, AC7462.due to contractual restrictions, coordinates for these stations AC7462.will NOT be published in the near future. In the interim, the AC7462.published coordinates in North and South Carolina will not be AC7462.consistent with the Continuously Operating Reference Stations AC7462.(CORS). The HARN coordinates for these stations are available AC7462.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7462.Lapine(803-896-7700). AC7462. AC7462.In addition, the published North and South Carolina positions AC7462.(NAD 83 (1986)) are NOT consistent with those determined in AC7462.adjacent state readjustments. The discontinuity between stations AC7462.located in North or South Carolina and those in adjacent states AC7462.which have been adjusted to the HARN may be as much as 5 AC7462.decimeters. This will result in a significant loss of accuracy AC7462.over lines crossing such state borders. AC7462 AC7462 AC7462.The horizontal coordinates were established by GPS observations AC7462.and adjusted by the National Geodetic Survey in March 1997. AC7462 AC7462.The orthometric height was determined by differential leveling AC7462.and adjusted by the National Geodetic Survey in May 1997. AC7462 AC7462.The Laplace correction was computed from DEFLEC99 derived deflections. AC7462 AC7462.The geoid height was determined by GEOID99. AC7462 AC7462.The dynamic height is computed by dividing the NAVD 88 AC7462.geopotential number by the normal gravity value computed on the AC7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7462.degrees latitude (g = 980.6199 gals.). AC7462 AC7462.The modeled gravity was interpolated from observed gravity values. AC7462 AC7462; North East Units Scale Converg. AC7462;SPC NC - 107,281.144 811,246.870 MT 0.99991915 +1 16 13.6 AC7462;UTM 18 - 3,840,908.448 335,240.936 MT 0.99993459 -1 01 27.1 AC7462 AC7462 SUPERSEDED SURVEY CONTROL AC7462 AC7462.No superseded survey control is available for this station. AC7462 AC7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3524140908(NAD 83) AC7462_MARKER: DH = HORIZONTAL CONTROL DISK AC7462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7462_STAMPING: WILLOW 1992 AC7462_MARK LOGO: NCGS AC7462_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7462+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AC7462 AC7462 HISTORY - Date Condition Report By AC7462 HISTORY - 1992 MONUMENTED NCGS AC7462 HISTORY - 20030205 GOOD USPSQD AC7462 AC7462 STATION DESCRIPTION AC7462 AC7462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7462'STATION IS LOCATED IN EASTERN PINE KNOLL SHORES.$ALONG NC 58 (SALTER AC7462'PATH ROAD) FOR 2.2 MI (3.5 KM) WEST FROM THE POST OFFICE IN ATLANTIC AC7462'BEACH, IN SOUTH SHOULDER OF NC 58, ON THE CENTERLINE PROLONGATION OF AC7462'WILLOW ROAD.$MARK IS FLUSH WITH GROUND AND LEVEL WITH NC 58. LOCATED AC7462'24.7 FT (7.5 M) SOUTH OF THE CENTERLINE OF NC 58, 14.0 FT (4.3 M) EAST AC7462'OF THE CENTER OF AN ASPHALT DRIVE, 72.9 FT (22.2 M) SOUTH-SOUTHEAST OF AC7462'A CONCRETE POWER POLE, AND 158.5 FT (48.3 M) WEST OF A METAL SIGN POST AC7462'(PEDESTRIAN SIGN). AC7462 AC7462 STATION RECOVERY (2003) AC7462 AC7462'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) AC7462'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0097 *********************************************************************** EA0097 DESIGNATION - X 238 EA0097 PID - EA0097 EA0097 STATE/COUNTY- NC/CARTERET EA0097 USGS QUAD - ATLANTIC (1949) EA0097 EA0097 *CURRENT SURVEY CONTROL EA0097 ___________________________________________________________________ EA0097* NAD 83(1986)- 34 56 11. (N) 076 21 10. (W) SCALED EA0097* NAVD 88 - 1.095 (meters) 3.59 (feet) POSTED EA0097 ___________________________________________________________________ EA0097 GEOID HEIGHT- -37.75 (meters) GEOID99 EA0097 DYNAMIC HT - 1.090 (meters) 3.58 (feet) COMP EA0097 MODELED GRAV- 979,730.0 (mgal) NAVD 88 EA0097 EA0097 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0097 EA0097.The horizontal coordinates were scaled from a topographic map and have EA0097.an estimated accuracy of +/- 6 seconds. EA0097 EA0097.The orthometric height was determined by differential leveling EA0097.and adjusted by the National Geodetic Survey in 1992. EA0097.No vertical observational check was made to the station. EA0097.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0097.was located on a no-check spur therefore a value was not computed. EA0097 EA0097.The geoid height was determined by GEOID99. EA0097 EA0097.The dynamic height is computed by dividing the NAVD 88 EA0097.geopotential number by the normal gravity value computed on the EA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0097.degrees latitude (g = 980.6199 gals.). EA0097 EA0097.The modeled gravity was interpolated from observed gravity values. EA0097 EA0097; North East Units Estimated Accuracy EA0097;SPC NC - 134,830. 851,390. MT (+/- 180 meters Scaled) EA0097 EA0097 SUPERSEDED SURVEY CONTROL EA0097 EA0097 NGVD 29 - 1.395 (m) 4.58 (f) ADJ UNCH 3 0 EA0097 EA0097.Superseded values are not recommended for survey control. EA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0097.See file dsdata.txt to determine how the superseded data were derived. EA0097 EA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD764668(NAD 83) EA0097_MARKER: DB = BENCH MARK DISK EA0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0097_STAMPING: X 238 1947 EA0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0097+STABILITY: SURFACE MOTION EA0097 EA0097 HISTORY - Date Condition Report By EA0097 HISTORY - 1947 MONUMENTED CGS EA0097 HISTORY - 1982 MARK NOT FOUND NCGS EA0097 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0097 EA0097 STATION DESCRIPTION EA0097 EA0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0097'5.7 MI NE FROM ATLANTIC. EA0097'TO REACH FROM ATLANTIC, TRAVEL NORTHEAST 5.7 MILES VIA CEDAR EA0097'ISLAND ROAD TO BENCH MARK, 1.8 FOOT WEST OF WHITE REFERENCE POST, EA0097'2.0 FEET EAST OF A SMALL CLUMP OF BUSHES, 13.7 FEET SOUTH OF EA0097'CENTERLINE OF CEDAR ISLAND ROAD. A STANDARD DISK SET IN TOP EA0097'OF AN 8 IN CONCRETE POST PROJECTING 1 IN ABOVE GROUND. EA0097 EA0097 STATION RECOVERY (1982) EA0097 EA0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0097'THE 13.7 FEET REFERENCE PLACES THE MARK 2 FEET FROM EDGE OF NEW EA0097'PAVEMENT OF WIDENED HIGHWAY. EA0097 EA0097 STATION RECOVERY (2003) EA0097 EA0097'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0097'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0038 *********************************************************************** EA0038 DESIGNATION - Y 108 EA0038 PID - EA0038 EA0038 STATE/COUNTY- NC/CARTERET EA0038 USGS QUAD - ATLANTIC (1949) EA0038 EA0038 *CURRENT SURVEY CONTROL EA0038 ___________________________________________________________________ EA0038* NAD 83(1986)- 34 53 36. (N) 076 20 21. (W) SCALED EA0038* NAVD 88 - 3.677 (meters) 12.06 (feet) ADJUSTED EA0038 ___________________________________________________________________ EA0038 GEOID HEIGHT- -37.76 (meters) GEOID99 EA0038 DYNAMIC HT - 3.673 (meters) 12.05 (feet) COMP EA0038 MODELED GRAV- 979,729.7 (mgal) NAVD 88 EA0038 EA0038 VERT ORDER - SECOND CLASS 0 EA0038 EA0038.The horizontal coordinates were scaled from a topographic map and have EA0038.an estimated accuracy of +/- 6 seconds. EA0038 EA0038.The orthometric height was determined by differential leveling EA0038.and adjusted by the National Geodetic Survey in June 1991. EA0038 EA0038.The geoid height was determined by GEOID99. EA0038 EA0038.The dynamic height is computed by dividing the NAVD 88 EA0038.geopotential number by the normal gravity value computed on the EA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0038.degrees latitude (g = 980.6199 gals.). EA0038 EA0038.The modeled gravity was interpolated from observed gravity values. EA0038 EA0038; North East Units Estimated Accuracy EA0038;SPC NC - 130,090. 852,760. MT (+/- 180 meters Scaled) EA0038 EA0038 SUPERSEDED SURVEY CONTROL EA0038 EA0038 NGVD 29 - 3.977 (m) 13.05 (f) ADJ UNCH 2 0 EA0038 EA0038.Superseded values are not recommended for survey control. EA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0038.See file dsdata.txt to determine how the superseded data were derived. EA0038 EA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD776620(NAD 83) EA0038_MARKER: DB = BENCH MARK DISK EA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0038_STAMPING: Y 108 1962 EA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0038+STABILITY: SURFACE MOTION EA0038 EA0038 HISTORY - Date Condition Report By EA0038 HISTORY - 1962 MONUMENTED CGS EA0038 HISTORY - 1982 MARK NOT FOUND NCGS EA0038 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0038 EA0038 STATION DESCRIPTION EA0038 EA0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0038'1 MI N FROM ATLANTIC. EA0038'ABOUT 0.55 MILE NORTHEAST ALONG A BLACK TOP STREET FROM THE EA0038'ATLANTIC HIGH SCHOOL, THENCE 0.45 MILE NORTHWEST ALONG THE CEDAR EA0038'ISLAND ROAD, NEAR THE SOUTHEAST CORNER OF A SMALL PINE THICKET, EA0038'40.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF EA0038'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING EA0038'4 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH EA0038'THE ROAD. EA0038 EA0038 STATION RECOVERY (1982) EA0038 EA0038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0038'SEVERAL NEW RESIDENCES AND CONSIDERABLE YARD LANDSCAPING HAS TAKEN EA0038'PLACE IN THIS AREA. EA0038 EA0038 STATION RECOVERY (2003) EA0038 EA0038'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0038'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0098 *********************************************************************** EA0098 DESIGNATION - Y 238 EA0098 PID - EA0098 EA0098 STATE/COUNTY- NC/CARTERET EA0098 USGS QUAD - ATLANTIC (1949) EA0098 EA0098 *CURRENT SURVEY CONTROL EA0098 ___________________________________________________________________ EA0098* NAD 83(1986)- 34 56 39. (N) 076 19 38. (W) SCALED EA0098* NAVD 88 - 0.491 (meters) 1.61 (feet) POSTED EA0098 ___________________________________________________________________ EA0098 GEOID HEIGHT- -37.77 (meters) GEOID99 EA0098 DYNAMIC HT - 0.490 (meters) 1.61 (feet) COMP EA0098 MODELED GRAV- 979,732.0 (mgal) NAVD 88 EA0098 EA0098 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0098 EA0098.The horizontal coordinates were scaled from a topographic map and have EA0098.an estimated accuracy of +/- 6 seconds. EA0098 EA0098.The orthometric height was determined by differential leveling EA0098.and adjusted by the National Geodetic Survey in 1992. EA0098.No vertical observational check was made to the station. EA0098.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0098.was located on a no-check spur therefore a value was not computed. EA0098 EA0098.The geoid height was determined by GEOID99. EA0098 EA0098.The dynamic height is computed by dividing the NAVD 88 EA0098.geopotential number by the normal gravity value computed on the EA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0098.degrees latitude (g = 980.6199 gals.). EA0098 EA0098.The modeled gravity was interpolated from observed gravity values. EA0098 EA0098; North East Units Estimated Accuracy EA0098;SPC NC - 135,760. 853,700. MT (+/- 180 meters Scaled) EA0098 EA0098 SUPERSEDED SURVEY CONTROL EA0098 EA0098 NGVD 29 - 0.791 (m) 2.60 (f) ADJ UNCH 3 0 EA0098 EA0098.Superseded values are not recommended for survey control. EA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0098.See file dsdata.txt to determine how the superseded data were derived. EA0098 EA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD788676(NAD 83) EA0098_MARKER: DB = BENCH MARK DISK EA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0098_STAMPING: Y 238 1947 EA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0098+STABILITY: SURFACE MOTION EA0098 EA0098 HISTORY - Date Condition Report By EA0098 HISTORY - 1947 MONUMENTED CGS EA0098 HISTORY - 1982 MARK NOT FOUND NCGS EA0098 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0098 EA0098 STATION DESCRIPTION EA0098 EA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0098'7.2 MI NE FROM ATLANTIC. EA0098'TO REACH FROM ATLANTIC, TRAVEL NORTHEAST 7.2 MILES VIA CEDAR EA0098'ISLAND ROAD TO BENCH MARK, 2.5 MILES NORTHEAST OF DRAW-BRIDGE, EA0098'1.9 FOOT NORTHWEST OF WHITE REFERENCE POST, 26.2 FEET SOUTH OF EA0098'CENTERLINE OF CEDAR ISLAND ROAD, 11.2 FEET NORTH OF THE NORTH EA0098'EDGE OF THE CANAL. A STANDARD DISK SET IN TOP OF AN 8 INCH EA0098'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. EA0098 EA0098 STATION RECOVERY (1982) EA0098 EA0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0098'VERY LIKELY DESTROYED, CANAL HAS BEEN WIDENED AND ROAD SHOULDERS HAVE EA0098'BEEN SLOPED. EA0098 EA0098 STATION RECOVERY (2003) EA0098 EA0098'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0098'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA1986 *********************************************************************** EA1986 DESIGNATION - YELLOW EA1986 PID - EA1986 EA1986 STATE/COUNTY- NC/CARTERET EA1986 USGS QUAD - MANSFIELD (1994) EA1986 EA1986 *CURRENT SURVEY CONTROL EA1986 ___________________________________________________________________ EA1986* NAD 83(1986)- 34 41 47.89365(N) 076 48 19.11660(W) ADJUSTED EA1986* NAVD 88 - 7.0 (meters) 23. (feet) VERTCON EA1986 ___________________________________________________________________ EA1986 LAPLACE CORR- -0.64 (seconds) DEFLEC99 EA1986 GEOID HEIGHT- -37.41 (meters) GEOID99 EA1986 EA1986 HORZ ORDER - SECOND EA1986 EA1986.The North Carolina/South Carolina HARNS have been completed but, EA1986.due to contractual restrictions, coordinates for these stations EA1986.will NOT be published in the near future. In the interim, the EA1986.published coordinates in North and South Carolina will not be EA1986.consistent with the Continuously Operating Reference Stations EA1986.(CORS). The HARN coordinates for these stations are available EA1986.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1986.Lapine(803-896-7700). EA1986. EA1986.In addition, the published North and South Carolina positions EA1986.(NAD 83 (1986)) are NOT consistent with those determined in EA1986.adjacent state readjustments. The discontinuity between stations EA1986.located in North or South Carolina and those in adjacent states EA1986.which have been adjusted to the HARN may be as much as 5 EA1986.decimeters. This will result in a significant loss of accuracy EA1986.over lines crossing such state borders. EA1986 EA1986 EA1986.The horizontal coordinates were established by classical geodetic methods EA1986.and adjusted by the National Geodetic Survey in July 1986. EA1986 EA1986.The NAVD 88 height was computed by applying the VERTCON shift value to EA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1986 EA1986.The Laplace correction was computed from DEFLEC99 derived deflections. EA1986 EA1986.The geoid height was determined by GEOID99. EA1986 EA1986; North East Units Scale Converg. EA1986;SPC NC - 107,234.205 810,654.420 MT 0.99991921 +1 16 00.2 EA1986;UTM 18 - 3,840,885.266 334,647.072 MT 0.99993700 -1 01 40.3 EA1986 EA1986: Primary Azimuth Mark Grid Az EA1986:SPC NC - POLICE RESET 084 26 19.6 EA1986:UTM 18 - POLICE RESET 086 44 00.1 EA1986 EA1986|---------------------------------------------------------------------| EA1986| PID Reference Object Distance Geod. Az | EA1986| dddmmss.s | EA1986| EA3890 YELLOW RM 1 19.627 METERS 02055 | EA1986| EA1971 MOREHEAD CITY CAMP GLEN TK CAR APPROX. 5.4 KM 0550636.1 | EA1986| EA1938 MOREHEAD CITY FIRST METH CH APPROX. 8.8 KM 0711413.0 | EA1986| EA1883 MOREHEAD CITY STANDPIPE APPROX. 9.3 KM 0724534.4 | EA1986| EA1874 MOREHEAD CITY FRY ROOF CO STK APPROX. 9.8 KM 0751432.7 | EA1986| EA1875 MOREHEAD CITY FRY ROOF CO TK APPROX. 9.8 KM 0752342.4 | EA1986| EA1878 MOREHEAD CITY PORT TERM NE TK APPROX.10.3 KM 0761021.8 | EA1986| EA1879 MOREHEAD CITY PORT TERM SW TK APPROX.10.0 KM 0765542.5 | EA1986| EA1818 BEAUFORT MUNICIPAL TANK APPROX.13.2 KM 0790709.7 | EA1986| EA1880 MOREHEAD CITY RADIO WMBL TOWER APPROX.11.1 KM 0794215.6 | EA1986| EA1900 POLICE RESET APPROX. 6.0 KM 0854219.8 | EA1986| EA3891 YELLOW RM 2 12.145 METERS 27338 | EA1986|---------------------------------------------------------------------| EA1986 EA1986 SUPERSEDED SURVEY CONTROL EA1986 EA1986 NAD 27 - 34 41 47.31336(N) 076 48 20.33796(W) AD( ) 2 EA1986 NGVD 29 - 7.3 (m) 24. (f) VERT ANG EA1986 EA1986.Superseded values are not recommended for survey control. EA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1986.See file dsdata.txt to determine how the superseded data were derived. EA1986 EA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3464740885(NAD 83) EA1986_MARKER: DS = TRIANGULATION STATION DISK EA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1986 EA1986 HISTORY - Date Condition Report By EA1986 HISTORY - 1962 MONUMENTED CGS EA1986 HISTORY - 1965 GOOD CGS EA1986 HISTORY - 20030205 GOOD USPSQD EA1986 EA1986 STATION DESCRIPTION EA1986 EA1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1986'STATION IS LOCATED ON BOGUE BANKS WHICH LIES BETWEEN BOGUE EA1986'SOUND AND THE ATLANTIC OCEAN AND IS LOCATED ABOUT 4 MILES WEST EA1986'OF ATLANTIC BEACH, 4-1/2 MILES EAST OF SALTER PATH, 5 MILES EA1986'SOUTHWEST OF MOREHEAD CITY AND IS ON ROAD RIGHT-OF-WAY. EA1986' EA1986'STATION IS REACHED FROM THE POLICE STATION AND MUNICIPAL EA1986'BUILDING IN ATLANTIC BEACH. GO WESTERLY ON COUNTY ROUTE 1201, EA1986'TOWARD SALTER PATH FOR 3.95 MILES TO THE STATION ON THE RIGHT, EA1986'NORTH SIDE OF THE ROAD. EA1986' EA1986'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF A SQUARE EA1986'CONCRETE MONUMENTS WHICH PROJECT ABOUT 2 INCHES. EA1986' EA1986'STATION MARK DISK IS STAMPED YELLOW 1962. IT IS 42 FEET NORTH EA1986'OF THE CENTER OF COUNTY ROUTE 1201, 2.5 FEET NORTHEAST OF A EA1986'ROUND WOOD WITNESS POST WITH A METAL WITNESS SIGN ATTACHED AND EA1986'IS ABOUT 8 FEET HIGHER ELEVATION THAN THE ROAD. EA1986' EA1986'REFERENCE MARK NUMBER 1 IS STAMPED YELLOW NO 1 1962. IT IS EA1986'66-1/2 FEET NORTH-NORTHEAST OF THE WITNESS POST AND ABOUT 5 EA1986'FEET LOWER ELEVATION THAN THE STATION MARK. EA1986' EA1986'REFERENCE MARK NUMBER 2 IS STAMPED YELLOW NO 2 1962. IT IS 38 EA1986'FEET WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS EA1986'THE STATION MARK. EA1986' EA1986'NO AZIMUTH MARK. EA1986' EA1986'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS. EA1986 EA1986 STATION RECOVERY (1965) EA1986 EA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1986'THE STATION MARK, R.M. NO 1 AND R.M. NO 2 WERE RECOVERED IN EA1986'GOOD CONDITION. THE DISTANCE TO THE R.M.S WERE CHECKED AND EA1986'FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE WITH EA1986'THE FOLLOWING ADDITIONS. EA1986' EA1986'THE STATION IS STAMPED YELLOW 1962 AND PROJECTS ABOUT 1 EA1986'INCH. A SECOND WITNESS POST WAS ADDED NEAR THE ROAD AND THE EA1986'STATION IS 23.2 FEET NORTHWEST. EA1986' EA1986'R.M. NO 1 IS STAMPED YELLOW NO 1 1962 AND PROJECTS ABOUT 2 INCHES. EA1986' EA1986'R.M. NO 2 IS STAMPED YELLOW NO 2 1962 AND PROJECTS ABOUT 2 INCHES. EA1986 EA1986 STATION RECOVERY (2003) EA1986 EA1986'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1986'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0270 *********************************************************************** EA0270 DESIGNATION - Z 163 EA0270 PID - EA0270 EA0270 STATE/COUNTY- NC/CARTERET EA0270 USGS QUAD - HARKERS ISLAND (1983) EA0270 EA0270 *CURRENT SURVEY CONTROL EA0270 ___________________________________________________________________ EA0270* NAD 83(1986)- 34 41 37. (N) 076 33 07. (W) SCALED EA0270* NAVD 88 - 1.772 (meters) 5.81 (feet) ADJUSTED EA0270 ___________________________________________________________________ EA0270 GEOID HEIGHT- -37.58 (meters) GEOID99 EA0270 DYNAMIC HT - 1.770 (meters) 5.81 (feet) COMP EA0270 MODELED GRAV- 979,717.9 (mgal) NAVD 88 EA0270 EA0270 VERT ORDER - SECOND CLASS 0 EA0270 EA0270.The horizontal coordinates were scaled from a topographic map and have EA0270.an estimated accuracy of +/- 6 seconds. EA0270 EA0270.The orthometric height was determined by differential leveling EA0270.and adjusted by the National Geodetic Survey in June 1991. EA0270 EA0270.The geoid height was determined by GEOID99. EA0270 EA0270.The dynamic height is computed by dividing the NAVD 88 EA0270.geopotential number by the normal gravity value computed on the EA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0270.degrees latitude (g = 980.6199 gals.). EA0270 EA0270.The modeled gravity was interpolated from observed gravity values. EA0270 EA0270; North East Units Estimated Accuracy EA0270;SPC NC - 107,440. 833,870. MT (+/- 180 meters Scaled) EA0270 EA0270 SUPERSEDED SURVEY CONTROL EA0270 EA0270 NGVD 29 - 2.068 (m) 6.78 (f) ADJ UNCH 2 0 EA0270 EA0270.Superseded values are not recommended for survey control. EA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0270.See file dsdata.txt to determine how the superseded data were derived. EA0270 EA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD578401(NAD 83) EA0270_MARKER: DB = BENCH MARK DISK EA0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0270_STAMPING: Z 163 1963 EA0270_MARK LOGO: CGS EA0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0270+STABILITY: SURFACE MOTION EA0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0270+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 EA0270 EA0270 HISTORY - Date Condition Report By EA0270 HISTORY - 1963 MONUMENTED CGS EA0270 HISTORY - 1982 GOOD NCGS EA0270 HISTORY - 1985 GOOD USPSQD EA0270 HISTORY - 20030203 GOOD USPSQD EA0270 EA0270 STATION DESCRIPTION EA0270 EA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0270'AT HARKERS ISLAND. EA0270'AT HARKERS ISLAND, NEAR THE HARKERS ISLAND SCHOOL, 132.0 FEET EA0270'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 28 1/2 FEET EA0270'NORTH OF THE CENTER LINE OF COUNTY ROAD NO. 1335, 39 1/2 FEET EA0270'EAST OF THE CENTER LINE OF THE EAST DRIVEWAY TO SCHOOL, 2 1/2 EA0270'FEET EAST OF A POWER LINE POLE, 1.7 FEET WEST OF A WOODEN WITNESS EA0270'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, A DISK SET ON THE TOP EA0270'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE EA0270'GROUND. EA0270 EA0270 STATION RECOVERY (1982) EA0270 EA0270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0270'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. EA0270'THE DESCRIPTION IS ADEQUATE EXCEPT LOCATED BESIDE CHAIN LINK FENCE, EA0270'4.5 FEET EAST OF A POWER POLE WITH REFERENCE TAG. EA0270 EA0270 STATION RECOVERY (1985) EA0270 EA0270'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0270'WITNESS POST GOOD. EA0270 EA0270 STATION RECOVERY (2003) EA0270 EA0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0270'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0099 *********************************************************************** EA0099 DESIGNATION - Z 238 EA0099 PID - EA0099 EA0099 STATE/COUNTY- NC/CARTERET EA0099 USGS QUAD - ATLANTIC (1949) EA0099 EA0099 *CURRENT SURVEY CONTROL EA0099 ___________________________________________________________________ EA0099* NAD 83(1986)- 34 57 20. (N) 076 18 57. (W) SCALED EA0099* NAVD 88 - 0.857 (meters) 2.81 (feet) POSTED EA0099 ___________________________________________________________________ EA0099 GEOID HEIGHT- -37.77 (meters) GEOID99 EA0099 DYNAMIC HT - 0.860 (meters) 2.82 (feet) COMP EA0099 MODELED GRAV- 979,733.0 (mgal) NAVD 88 EA0099 EA0099 VERT ORDER - * POSTED, Code NC , SEE BELOW EA0099 EA0099.The horizontal coordinates were scaled from a topographic map and have EA0099.an estimated accuracy of +/- 6 seconds. EA0099 EA0099.The orthometric height was determined by differential leveling EA0099.and adjusted by the National Geodetic Survey in 1992. EA0099.No vertical observational check was made to the station. EA0099.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark EA0099.was located on a no-check spur therefore a value was not computed. EA0099 EA0099.The geoid height was determined by GEOID99. EA0099 EA0099.The dynamic height is computed by dividing the NAVD 88 EA0099.geopotential number by the normal gravity value computed on the EA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0099.degrees latitude (g = 980.6199 gals.). EA0099 EA0099.The modeled gravity was interpolated from observed gravity values. EA0099 EA0099; North East Units Estimated Accuracy EA0099;SPC NC - 137,050. 854,710. MT (+/- 180 meters Scaled) EA0099 EA0099 SUPERSEDED SURVEY CONTROL EA0099 EA0099 NGVD 29 - 1.157 (m) 3.80 (f) ADJ UNCH 3 0 EA0099 EA0099.Superseded values are not recommended for survey control. EA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0099.See file dsdata.txt to determine how the superseded data were derived. EA0099 EA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD798689(NAD 83) EA0099_MARKER: DB = BENCH MARK DISK EA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0099_STAMPING: Z 238 1947 EA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0099+STABILITY: SURFACE MOTION EA0099 EA0099 HISTORY - Date Condition Report By EA0099 HISTORY - 1947 MONUMENTED CGS EA0099 HISTORY - 1982 MARK NOT FOUND NCGS EA0099 HISTORY - 20030203 MARK NOT FOUND USPSQD EA0099 EA0099 STATION DESCRIPTION EA0099 EA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0099'8.2 MI NE FROM ATLANTIC. EA0099'TO REACH ATLANTIC, TRAVEL 8.2 MILES NORTHEAST VIA CEDAR ISLAND EA0099'ROAD, 12.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, EA0099'16.4 FEET SOUTHEAST OF THE CENTERLINE OF CEDAR ISLAND ROAD, 17.8 EA0099'FEET NORTHWEST OF THE WESTERN EDGE OF THE CANAL, 1.0 FOOT WEST EA0099'OF A WHITE REFERENCE POST. A STANDARD DISK SET IN THE TOP OF EA0099'AN 8 INCH CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. EA0099 EA0099 STATION RECOVERY (1982) EA0099 EA0099'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0099'BRIDGE HAS BEEN REBUILT AND ROAD HAS BEEN WIDENED. EA0099 EA0099 STATION RECOVERY (2003) EA0099 EA0099'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA0099'MARK NOT FOUND.