1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY1530 *********************************************************************** EY1530 DESIGNATION - A 214 EY1530 PID - EY1530 EY1530 STATE/COUNTY- NC/CRAVEN EY1530 USGS QUAD - NEW BERN (1994) EY1530 EY1530 *CURRENT SURVEY CONTROL EY1530 ___________________________________________________________________ EY1530* NAD 83(1986)- 35 06 37. (N) 077 03 50. (W) SCALED EY1530* NAVD 88 - 3.894 (meters) 12.78 (feet) ADJUSTED EY1530 ___________________________________________________________________ EY1530 GEOID HEIGHT- -37.19 (meters) GEOID99 EY1530 DYNAMIC HT - 3.890 (meters) 12.76 (feet) COMP EY1530 MODELED GRAV- 979,721.3 (mgal) NAVD 88 EY1530 EY1530 VERT ORDER - FIRST CLASS II EY1530 EY1530.The horizontal coordinates were scaled from a topographic map and have EY1530.an estimated accuracy of +/- 6 seconds. EY1530 EY1530.The orthometric height was determined by differential leveling EY1530.and adjusted by the National Geodetic Survey in June 1991. EY1530 EY1530.The geoid height was determined by GEOID99. EY1530 EY1530.The dynamic height is computed by dividing the NAVD 88 EY1530.geopotential number by the normal gravity value computed on the EY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1530.degrees latitude (g = 980.6199 gals.). EY1530 EY1530.The modeled gravity was interpolated from observed gravity values. EY1530 EY1530; North East Units Estimated Accuracy EY1530;SPC NC - 152,620. 786,080. MT (+/- 180 meters Scaled) EY1530 EY1530 SUPERSEDED SURVEY CONTROL EY1530 EY1530.No superseded survey control is available for this station. EY1530 EY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD119872(NAD 83) EY1530_MARKER: I = METAL ROD EY1530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1530_STAMPING: A 214 1979 EY1530_PROJECTION: FLUSH EY1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1530+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003 EY1530_ROD/PIPE-DEPTH: 10.7 meters EY1530 EY1530 HISTORY - Date Condition Report By EY1530 HISTORY - 1979 MONUMENTED NGS EY1530 HISTORY - 1979 GOOD NCGS EY1530 HISTORY - 19910210 GOOD USPSQD EY1530 HISTORY - 19960609 GOOD USPSQD EY1530 HISTORY - 20030130 GOOD USPSQD EY1530 EY1530 STATION DESCRIPTION EY1530 EY1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1530'IN NEW BERN. EY1530'IN NEW BERN AT THE INTERSECTION OF U.S. 17, U.S. 70 BUSINESS AND EY1530'N.C. 55, ON SOUTH SIDE OF INTERSECTION IN GRASSY ISLAND IN FRONT EY1530'OF A PHILLIPS 66 SERVICE STATION, 27.9 FEET SOUTH OF CENTERLINE EY1530'OF EASTBOUND LANES OF U.S. 17, 18.4 FEET EAST OF CENTERLINE DRIVE EY1530'TO SERVICE STATION, 49.6 FEET NORTHEAST OF NORTHEAST CORNER OF EY1530'TELEPHONE BOOTH CONCRETE BASE, 44.5 FEET NORTHWEST OF CENTER OF EY1530'METAL DROP INLET AND 1.1 FEET SOUTH OF TRAFFIC SIGNAL POLE. THE EY1530'DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BEELOW A STANDARD EY1530'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EY1530'THE MARK IS 2.2 FT S FROM A WITNESS POST. EY1530'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. EY1530 EY1530 STATION RECOVERY (1979) EY1530 EY1530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1530'RECOVERED IN GOOD CONDITION. EY1530 EY1530 STATION RECOVERY (1991) EY1530 EY1530'RECOVERY NOTE BY US POWER SQUADRON 1991 (WER) EY1530'RECOVERED IN GOOD CONDITION. EY1530 EY1530 STATION RECOVERY (1996) EY1530 EY1530'RECOVERY NOTE BY US POWER SQUADRON 1996 EY1530'RECOVERED IN GOOD CONDITION. EY1530 EY1530 STATION RECOVERY (2003) EY1530 EY1530'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR) EY1530'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY2387 *********************************************************************** EY2387 CBN - This is a Cooperative Base Network Control Station. EY2387 DESIGNATION - ASBURY EY2387 PID - EY2387 EY2387 STATE/COUNTY- NC/CRAVEN EY2387 USGS QUAD - COVE CITY (1982) EY2387 EY2387 *CURRENT SURVEY CONTROL EY2387 ___________________________________________________________________ EY2387* NAD 83(1986)- 35 13 08.96577(N) 077 16 13.37950(W) ADJUSTED EY2387* NAVD 88 - 11.751 (meters) 38.55 (feet) ADJUSTED EY2387 ___________________________________________________________________ EY2387 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EY2387 GEOID HEIGHT- -36.73 (meters) GEOID99 EY2387 DYNAMIC HT - 11.741 (meters) 38.52 (feet) COMP EY2387 MODELED GRAV- 979,731.0 (mgal) NAVD 88 EY2387 EY2387 HORZ ORDER - FIRST EY2387 VERT ORDER - SECOND CLASS I EY2387 EY2387.The North Carolina/South Carolina HARNS have been completed but, EY2387.due to contractual restrictions, coordinates for these stations EY2387.will NOT be published in the near future. In the interim, the EY2387.published coordinates in North and South Carolina will not be EY2387.consistent with the Continuously Operating Reference Stations EY2387.(CORS). The HARN coordinates for these stations are available EY2387.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2387.Lapine(803-896-7700). EY2387. EY2387.In addition, the published North and South Carolina positions EY2387.(NAD 83 (1986)) are NOT consistent with those determined in EY2387.adjacent state readjustments. The discontinuity between stations EY2387.located in North or South Carolina and those in adjacent states EY2387.which have been adjusted to the HARN may be as much as 5 EY2387.decimeters. This will result in a significant loss of accuracy EY2387.over lines crossing such state borders. EY2387 EY2387 EY2387.The horizontal coordinates were established by GPS observations EY2387.and adjusted by the National Geodetic Survey in July 1986. EY2387 EY2387.The orthometric height was determined by differential leveling EY2387.and adjusted by the National Geodetic Survey in April 2001. EY2387 EY2387.The Laplace correction was computed from DEFLEC99 derived deflections. EY2387 EY2387.The geoid height was determined by GEOID99. EY2387 EY2387.The dynamic height is computed by dividing the NAVD 88 EY2387.geopotential number by the normal gravity value computed on the EY2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2387.degrees latitude (g = 980.6199 gals.). EY2387 EY2387.The modeled gravity was interpolated from observed gravity values. EY2387 EY2387; North East Units Scale Converg. EY2387;SPC NC - 164,345.118 767,044.629 MT 0.99987275 +0 59 53.8 EY2387;UTM 18 - 3,899,709.038 293,359.418 MT 1.00012627 -1 18 35.3 EY2387 EY2387 SUPERSEDED SURVEY CONTROL EY2387 EY2387 NAD 27 - 35 13 08.38267(N) 077 16 14.53609(W) AD( ) 2 EY2387 NGVD 29 - 12.1 (m) 40. (f) GPS OBS EY2387 EY2387.Superseded values are not recommended for survey control. EY2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2387.See file dsdata.txt to determine how the superseded data were derived. EY2387 EY2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9335999709(NAD 83) EY2387_MARKER: DE = TRAVERSE STATION DISK EY2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2387_STAMPING: ASBURY 1976 EY2387_MARK LOGO: NGS EY2387_PROJECTION: FLUSH EY2387_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2387+STABILITY: SURFACE MOTION EY2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2387+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001 EY2387 EY2387 HISTORY - Date Condition Report By EY2387 HISTORY - 1976 MONUMENTED NGS EY2387 HISTORY - 19931109 GOOD NCGS EY2387 HISTORY - 19970218 GOOD NCGS EY2387 HISTORY - 20011001 GOOD NCGS EY2387 EY2387 STATION DESCRIPTION EY2387 EY2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2387'THE STATION IS ABOUT 6 MILES SOUTHEAST OF FORT BARNWELL, 4-1/2 EY2387'MILES NORTHWEST OF JASPER, 4 MILES NORTHEAST OF COVE CITY AND ON EY2387'ROAD RIGHT-OF-WAY. EY2387' EY2387'TO REACH THE STATION FROM THE POST OFFICE IN COVE CITY, GO EY2387'SOUTHEAST ON U.S. HIGHWAY 70 FOR 1.7 MILES TO A CROSSROAD. TURN EY2387'LEFT AND GO NORTHERLY ON COUNTY ROAD 1232 FOR 3.35 MILES TO THE EY2387'ASBURY METHODIST CHURCH ON THE LEFT AND THE STATION ON THE LEFT, EY2387'JUST SOUTH OF THE CHURCH, AS DESCRIBED. EY2387' EY2387'STATION MARK, STAMPED ASBURY 1976, IS A STANDARD DISK SET IN THE EY2387'TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS EY2387'FLUSH WITH THE GROUND SURFACE. IT IS 46 FEET EAST OF A 3-FOOT ELM EY2387'TREE, 44 FEET SOUTHEAST OF AN OLD WELL, 39 FEET NORTH OF A METAL EY2387'WITNESS POST AND 28.5 FEET WEST OF THE CENTER OF COUNTY ROAD EY2387'1232. NO UNDERGROUND MARK WAS SET. EY2387' EY2387'REFERENCE MARK 1, STAMPED ASBURY NO 1 1976, IS A STANDARD DISK EY2387'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE SIDEWALK EY2387'IN FRONT OF THE CHURCH. IT IS 58 FEET SOUTHEAST OF THE SOUTHEAST EY2387'CORNER OF THE CHURCH, 41 FEET NORTH OF THE WELL, 39 FEET EAST EY2387'OF THE 3-FOOT ELM TREE AND 33.5 FEET WEST OF THE CENTER OF THE EY2387'ROAD. EY2387' EY2387'REFERENCE MARK 2, STAMPED ASBURY NO 2 1976, IS A STANDARD DISK EY2387'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN EY2387'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE. IT IS 26 FEET WEST EY2387'OF THE CENTER OF THE ROAD, 12 FEET NORTHWEST OF WEST END OF A EY2387'CONCRETE CULVERT AND 1.4 FEET EAST OF A METAL WITNESS POST. EY2387' EY2387'NO AZIMUTH MARK WAS SET FOR THIS STATION. EY2387' EY2387'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS. EY2387 EY2387 STATION RECOVERY (1993) EY2387 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY2387'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF COVE CITY, AND 6 EY2387'MI (9.7 KM) SOUTHEAST OF FORT BARNWELL, AT THE ASBURY METHODIST EY2387'CHURCH. PROCEED ALONG OLD US 70 FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE EY2387'POST OFFICE IN COVE CITY TO SR 1232-ASBURY ROAD, THENCE NORTHERLY EY2387'ALONG SR 1232 FOR 3.35 MI (5.39 KM) TO THE ASBURY METHODIST CHURCH ON EY2387'THE LEFT AND THE STATION IN THE FRONT OF THE FELLOWSHIP HALL. MARK IS EY2387'ABOUT 1 FOOT (0.3 M) LOWER THAN SR 1232, AND IS RECESSED 14 INCHES EY2387'BELOW THE GROUND. LOCATED 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF EY2387'SR 1232, 1.7 FT (0.5 M) EAST OF THE EAST EDGE OF A CONCRETE WALK (WITH EY2387'A CHISELED V NOTCH), 44.7 FT (13.6 M) SOUTHEAST OF THE NORTHEASTERN EY2387'CORNER OF THE BRICK FELLOWSHIP HALL BUILDING, 58.8 FT (17.9 M) EY2387'NORTHEAST OF THE SOUTHEASTERN CORNER OF THE BRICK FELLOWSHIP HALL EY2387'BUILDING, 31.0 FT (9.4 M) NORTH OF THE SOUTHEAST CORNER OF THE SOUTH EY2387'END OF THE CONCRETE WALK, 83.1 FT (25.3 M) SOUTH OF ASBURY REFERENCE EY2387'MARK 1 (IN CONCRETE WALK), 39.0 FT (11.9 M) NORTH OF ASBURY REFERENCE EY2387'MARK 2 (IN RIGHT-OF-WAY RECESSED 12 INCHES). EY2387 EY2387 STATION RECOVERY (1997) EY2387 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2387'RECOVERED AS DESCRIBED. EY2387 EY2387 STATION RECOVERY (2001) EY2387 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY2387'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY1531 *********************************************************************** EY1531 DESIGNATION - B 214 EY1531 PID - EY1531 EY1531 STATE/COUNTY- NC/CRAVEN EY1531 USGS QUAD - NEW BERN (1994) EY1531 EY1531 *CURRENT SURVEY CONTROL EY1531 ___________________________________________________________________ EY1531* NAD 83(1986)- 35 07 06. (N) 077 04 42. (W) SCALED EY1531* NAVD 88 - 6.691 (meters) 21.95 (feet) ADJUSTED EY1531 ___________________________________________________________________ EY1531 GEOID HEIGHT- -37.16 (meters) GEOID99 EY1531 DYNAMIC HT - 6.685 (meters) 21.93 (feet) COMP EY1531 MODELED GRAV- 979,722.7 (mgal) NAVD 88 EY1531 EY1531 VERT ORDER - FIRST CLASS II EY1531 EY1531.The horizontal coordinates were scaled from a topographic map and have EY1531.an estimated accuracy of +/- 6 seconds. EY1531 EY1531.The orthometric height was determined by differential leveling EY1531.and adjusted by the National Geodetic Survey in June 1991. EY1531 EY1531.The geoid height was determined by GEOID99. EY1531 EY1531.The dynamic height is computed by dividing the NAVD 88 EY1531.geopotential number by the normal gravity value computed on the EY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1531.degrees latitude (g = 980.6199 gals.). EY1531 EY1531.The modeled gravity was interpolated from observed gravity values. EY1531 EY1531; North East Units Estimated Accuracy EY1531;SPC NC - 153,480. 784,740. MT (+/- 180 meters Scaled) EY1531 EY1531 SUPERSEDED SURVEY CONTROL EY1531 EY1531.No superseded survey control is available for this station. EY1531 EY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD106881(NAD 83) EY1531_MARKER: I = METAL ROD EY1531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1531_STAMPING: B 214 1979 EY1531_PROJECTION: FLUSH EY1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1531+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003 EY1531_ROD/PIPE-DEPTH: 9.14 meters EY1531 EY1531 HISTORY - Date Condition Report By EY1531 HISTORY - 1979 MONUMENTED NGS EY1531 HISTORY - 19910210 GOOD USPSQD EY1531 HISTORY - 19960609 GOOD USPSQD EY1531 HISTORY - 20030130 GOOD USPSQD EY1531 EY1531 STATION DESCRIPTION EY1531 EY1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1531'IN NEW BERN. EY1531'0.95 MILE NORTHWEST ALONG U.S. 70 BUSINESS (NEUSE BOULEVARD) FROM EY1531'THE JUNCTION WITH U.S. 17 IN NEW BERN, ON SOUTHWEST SIDE OF HIGHWAY EY1531'IN FRONT OF THE SHERWOOD FOREST BAPTIST CHURCH, 32.4 FEET SOUTHWEST EY1531'OF CENTERLINE OF HIGHWAY, 1.1 FEET NORTHEAST OF POWER POLE 27, EY1531'109.9 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF CHURCH, 67.0 EY1531'FEET NORTHEAST OF NORTHWEST CORNER OF BRICK SIGN AND 7.5 FEET NORTH- EY1531'NORTHWEST OF WATER METER COVER. THE DATUM POINT IS A STEEL KNOB EY1531'ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY EY1531'LOGO FLANGE WITH ACCESS COVER. EY1531'THE MARK IS 0.8 FT NE FROM A WITNESS POST. EY1531'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. EY1531 EY1531 STATION RECOVERY (1991) EY1531 EY1531'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR) EY1531'RECOVERED IN GOOD CONDITION. EY1531 EY1531 STATION RECOVERY (1996) EY1531 EY1531'RECOVERY NOTE BY US POWER SQUADRON 1996 EY1531'RECOVERED IN GOOD CONDITION. EY1531 EY1531 STATION RECOVERY (2003) EY1531 EY1531'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR) EY1531'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6784 *********************************************************************** AB6784 CBN - This is a Cooperative Base Network Control Station. AB6784 DESIGNATION - CAYTON AB6784 PID - AB6784 AB6784 STATE/COUNTY- NC/CRAVEN AB6784 USGS QUAD - EDWARD (1983) AB6784 AB6784 *CURRENT SURVEY CONTROL AB6784 ___________________________________________________________________ AB6784* NAD 83(1986)- 35 15 40.11848(N) 076 59 25.03791(W) ADJUSTED AB6784* NAVD 88 - 9.222 (meters) 30.26 (feet) ADJUSTED AB6784 ___________________________________________________________________ AB6784 LAPLACE CORR- -2.16 (seconds) DEFLEC99 AB6784 GEOID HEIGHT- -37.02 (meters) GEOID99 AB6784 DYNAMIC HT - 9.214 (meters) 30.23 (feet) COMP AB6784 MODELED GRAV- 979,738.9 (mgal) NAVD 88 AB6784 AB6784 HORZ ORDER - FIRST AB6784 VERT ORDER - SECOND CLASS II AB6784 AB6784.The North Carolina/South Carolina HARNS have been completed but, AB6784.due to contractual restrictions, coordinates for these stations AB6784.will NOT be published in the near future. In the interim, the AB6784.published coordinates in North and South Carolina will not be AB6784.consistent with the Continuously Operating Reference Stations AB6784.(CORS). The HARN coordinates for these stations are available AB6784.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6784.Lapine(803-896-7700). AB6784. AB6784.In addition, the published North and South Carolina positions AB6784.(NAD 83 (1986)) are NOT consistent with those determined in AB6784.adjacent state readjustments. The discontinuity between stations AB6784.located in North or South Carolina and those in adjacent states AB6784.which have been adjusted to the HARN may be as much as 5 AB6784.decimeters. This will result in a significant loss of accuracy AB6784.over lines crossing such state borders. AB6784 AB6784 AB6784.The horizontal coordinates were established by GPS observations AB6784.and adjusted by the National Geodetic Survey in April 1998. AB6784 AB6784.The orthometric height was determined by differential leveling AB6784.and adjusted by the National Geodetic Survey in April 2001. AB6784 AB6784.The Laplace correction was computed from DEFLEC99 derived deflections. AB6784 AB6784.The geoid height was determined by GEOID99. AB6784 AB6784.The dynamic height is computed by dividing the NAVD 88 AB6784.geopotential number by the normal gravity value computed on the AB6784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6784.degrees latitude (g = 980.6199 gals.). AB6784 AB6784.The modeled gravity was interpolated from observed gravity values. AB6784 AB6784; North East Units Scale Converg. AB6784;SPC NC - 169,482.001 792,443.554 MT 0.99987261 +1 09 35.8 AB6784;UTM 18 - 3,903,819.378 318,949.550 MT 1.00000398 -1 08 57.5 AB6784 AB6784 SUPERSEDED SURVEY CONTROL AB6784 AB6784 NAD 83(1986)- 35 15 40.11773(N) 076 59 25.03825(W) AD( ) 1 AB6784 NGVD 29 - 9.6 (m) 31. (f) GPS OBS AB6784 AB6784.Superseded values are not recommended for survey control. AB6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6784.See file dsdata.txt to determine how the superseded data were derived. AB6784 AB6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1895003819(NAD 83) AB6784_MARKER: DH = HORIZONTAL CONTROL DISK AB6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6784_STAMPING: CAYTON 1988 AB6784_MARK LOGO: NCGS AB6784_PROJECTION: FLUSH AB6784_MAGNETIC: O = OTHER; SEE DESCRIPTION AB6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6784+STABILITY: SURFACE MOTION AB6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6784+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001 AB6784 AB6784 HISTORY - Date Condition Report By AB6784 HISTORY - 1988 MONUMENTED NCGS AB6784 HISTORY - 19931116 GOOD NCGS AB6784 HISTORY - 19931116 GOOD NCGS AB6784 HISTORY - 19960701 GOOD NCGS AB6784 HISTORY - 19970218 GOOD NCGS AB6784 HISTORY - 20010523 GOOD NCGS AB6784 AB6784 STATION DESCRIPTION AB6784 AB6784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AB6784'STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF NEW BERN, AND 12 AB6784'MI (19.3 KM) WEST-SOUTHWEST OF AURORA, AT THE NEW HAVEN FWB CHURCH. AB6784'ALONG SR 1003-AURORA ROAD FOR 5.4 MI (8.7 KM) EAST FROM US 17--AT AB6784'ASKIN, AT THE INTERSECTION OF SR 1623, ON THE LEFT, IN THE NORTHEAST AB6784'QUADRANT OF INTERSECTION, IN CHURCH YARD. OR ALONG SR 1003 FOR 3.6 MI AB6784'(5.8 KM) SOUTHWEST FROM THE CRAVEN/BEAUFORT COUNTY LINE SR 1623, ON AB6784'THE RIGHT. MARK IS ABOUT LEVEL WITH SR 1623, AND IS RECESSED 1 INCH AB6784'BELOW THE GROUND. LOCATED 54.13 FT (16.50 M) NORTH-NORTHWEST OF THE AB6784'CENTERLINE OF SR 1003, 31.5 FT (9.6 M) EAST-SOUTHEAST OF THE AB6784'CENTERLINE OF SR 1623, 5.58 FT (1.70 M) NORTHWEST OF THE WEST END OF A AB6784'WOODEN SIGN, 25.26 FT (7.70 M) SOUTH-SOUTHWEST OF A NCDOT CONCRETE AB6784'RIGHT-OF-WAY MONUMENT, 130.6 FT (39.8 M) WEST-SOUTHWEST OF THE WEST AB6784'END OF A DRIVEWAY CULVERT WITH BLOCK HEADWALL, 149.5 FT (45.6 M) AB6784'SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 82.0 FT (25.0 M) EAST OF AB6784'A POWER POLE WITH TRANSFORMER AND GUY WIRES AND WITH REFERENCE TAG. AB6784 AB6784 STATION RECOVERY (1993) AB6784 AB6784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AB6784'RECOVERED AS DESCRIBED. AB6784 AB6784 STATION RECOVERY (1996) AB6784 AB6784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AB6784'RECOVERED AS DESCRIBED. AB6784 AB6784 STATION RECOVERY (1997) AB6784 AB6784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AB6784'RECOVERED AS DESCRIBED. AB6784 AB6784 STATION RECOVERY (2001) AB6784 AB6784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) AB6784'RECOVERED AS DESCRIBED. AB6784'AZ MK WAS FOUND IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB2231 *********************************************************************** AB2231 DESIGNATION - CRA 145 AB2231 PID - AB2231 AB2231 STATE/COUNTY- NC/CRAVEN AB2231 USGS QUAD - NEW BERN (1994) AB2231 AB2231 *CURRENT SURVEY CONTROL AB2231 ___________________________________________________________________ AB2231* NAD 83(1986)- 35 06 19. (N) 077 03 18. (W) SCALED AB2231* NAVD 88 - 2.937 (meters) 9.64 (feet) ADJUSTED AB2231 ___________________________________________________________________ AB2231 GEOID HEIGHT- -37.21 (meters) GEOID99 AB2231 DYNAMIC HT - 2.934 (meters) 9.63 (feet) COMP AB2231 MODELED GRAV- 979,720.2 (mgal) NAVD 88 AB2231 AB2231 VERT ORDER - SECOND CLASS II AB2231 AB2231.The horizontal coordinates were scaled from a topographic map and have AB2231.an estimated accuracy of +/- 6 seconds. AB2231 AB2231.The orthometric height was determined by differential leveling AB2231.and adjusted by the National Geodetic Survey in May 1996. AB2231 AB2231.The geoid height was determined by GEOID99. AB2231 AB2231.The dynamic height is computed by dividing the NAVD 88 AB2231.geopotential number by the normal gravity value computed on the AB2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB2231.degrees latitude (g = 980.6199 gals.). AB2231 AB2231.The modeled gravity was interpolated from observed gravity values. AB2231 AB2231; North East Units Estimated Accuracy AB2231;SPC NC - 152,080. 786,900. MT (+/- 180 meters Scaled) AB2231 AB2231 SUPERSEDED SURVEY CONTROL AB2231 AB2231.No superseded survey control is available for this station. AB2231 AB2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD127866(NAD 83) AB2231_MARKER: DD = SURVEY DISK AB2231_SETTING: 34 = SIGN FOOTING AB2231_STAMPING: CRA 145 1987 AB2231_MARK LOGO: NCGS AB2231_MAGNETIC: N = NO MAGNETIC MATERIAL AB2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB2231+STABILITY: SURFACE MOTION AB2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB2231+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2003 AB2231 AB2231 HISTORY - Date Condition Report By AB2231 HISTORY - 1987 MONUMENTED NCGS AB2231 HISTORY - 20030223 GOOD USPSQD AB2231 AB2231 STATION DESCRIPTION AB2231 AB2231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB) AB2231'IN NEW BERN, AT THE INTERSECTION OF FIRST AND QUEENS STREETS AND AB2231'SPENCER AVENUE, IN THE SOUTHWEST QUADRANT OF THE CROSSROADS, IN AN AB2231'ABANDONED ROUND CONCRETE SIGN FOOTING. MARK IS SET FLUSH INTO A AB2231'DRILLED HOLE AND FLUSH WITH THE GROUND. LOCATED 23.5 M (77.1 FT) WEST AB2231'OF THE CENTERLINE OF FIRST STREET, 21.3 M (69.9 FT) SOUTH OF THE AB2231'CENTER OF SPENCER AVENUE MEDIAN, 4.1 M (13.5 FT) WEST OF THE WEST END AB2231'OF A STREET CULVERT, 4.9 M (16.1 FT) NORTH-NORTHWEST OF A CHAIN LINK AB2231'FENCE, 13.6 M (44.6 FT) WEST OF THE NORTHEAST FENCE CORNER, 7.5 M AB2231'(24.6 FT) NORTHEAST OF A UTILITY BOX, AND 25.5 M (83.7 FT) EAST OF A AB2231'POWER POLE WITH A LAMP AND A REFERENCE TAG. MARK IS LEVEL WITH STREET. AB2231 AB2231 STATION RECOVERY (2003) AB2231 AB2231'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR) AB2231'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5827 *********************************************************************** AH5827 DESIGNATION - GULF AH5827 PID - AH5827 AH5827 STATE/COUNTY- NC/CRAVEN AH5827 USGS QUAD - VANCEBORO (1983) AH5827 AH5827 *CURRENT SURVEY CONTROL AH5827 ___________________________________________________________________ AH5827* NAD 83(1986)- 35 18 44.31734(N) 077 09 40.88293(W) ADJUSTED AH5827* NAVD 88 - 8.7 (meters) 29. (feet) VERTCON AH5827 ___________________________________________________________________ AH5827 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AH5827 GEOID HEIGHT- -36.73 (meters) GEOID99 AH5827 AH5827 HORZ ORDER - SECOND AH5827 AH5827.The North Carolina/South Carolina HARNS have been completed but, AH5827.due to contractual restrictions, coordinates for these stations AH5827.will NOT be published in the near future. In the interim, the AH5827.published coordinates in North and South Carolina will not be AH5827.consistent with the Continuously Operating Reference Stations AH5827.(CORS). The HARN coordinates for these stations are available AH5827.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5827.Lapine(803-896-7700). AH5827. AH5827.In addition, the published North and South Carolina positions AH5827.(NAD 83 (1986)) are NOT consistent with those determined in AH5827.adjacent state readjustments. The discontinuity between stations AH5827.located in North or South Carolina and those in adjacent states AH5827.which have been adjusted to the HARN may be as much as 5 AH5827.decimeters. This will result in a significant loss of accuracy AH5827.over lines crossing such state borders. AH5827 AH5827 AH5827.The horizontal coordinates were established by classical geodetic methods AH5827.and adjusted by the National Geodetic Survey in December 1998. AH5827 AH5827.The NAVD 88 height was computed by applying the VERTCON shift value to AH5827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5827 AH5827.The Laplace correction was computed from DEFLEC99 derived deflections. AH5827 AH5827.The geoid height was determined by GEOID99. AH5827 AH5827; North East Units Scale Converg. AH5827;SPC NC - 174,855.323 776,776.628 MT 0.99987315 +1 03 40.4 AH5827;UTM 18 - 3,909,820.830 303,509.369 MT 1.00007582 -1 14 59.0 AH5827 AH5827 SUPERSEDED SURVEY CONTROL AH5827 AH5827 NGVD 29 - 9.0 (m) 30. (f) VERT ANG AH5827 AH5827.Superseded values are not recommended for survey control. AH5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5827.See file dsdata.txt to determine how the superseded data were derived. AH5827 AH5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0350909821(NAD 83) AH5827_MARKER: DH = HORIZONTAL CONTROL DISK AH5827_SETTING: 31 = CONCRETE TRAFFIC ISLAND AH5827_STAMPING: GULF 1985 AH5827_MARK LOGO: NCGS AH5827_PROJECTION: FLUSH AH5827_MAGNETIC: N = NO MAGNETIC MATERIAL AH5827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5827+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003 AH5827 AH5827 HISTORY - Date Condition Report By AH5827 HISTORY - 1985 MONUMENTED NCGS AH5827 HISTORY - 20030210 GOOD USPSQD AH5827 AH5827 STATION DESCRIPTION AH5827 AH5827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS) AH5827'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF VANCEBORO. AT AH5827'THE INTERSECTION OF NC 43, NC 118, AND SR 1654 IN THE CENTER OF THE AH5827'CONCRETE TRAFFIC ISLAND ON WEST SIDE OF INTERSECTION. MARK IS 1 FOOT AH5827'(0.3 M) HIGHER THAN CENTERLINE OF CROSSROADS. LOCATED 17.0 M (55.8 AH5827'FT) WEST OF THE CENTERLINE OF THE CROSSROADS, 5.46 M (17.91 FT) WEST AH5827'OF THE EAST END OF ISLAND, AND 12.92 M (42.39 FT) NORTH OF A DROP AH5827'INLET. AH5827 AH5827 STATION RECOVERY (2003) AH5827 AH5827'RECOVERY NOTE BY US POWER SQUADRON 2003 (WER) AH5827'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2138 *********************************************************************** EA2138 DESIGNATION - HAVELOCK SLOCUM VILLAGE TANK EA2138 PID - EA2138 EA2138 STATE/COUNTY- NC/CRAVEN EA2138 USGS QUAD - HAVELOCK (1994) EA2138 EA2138 *CURRENT SURVEY CONTROL EA2138 ___________________________________________________________________ EA2138* NAD 83(1986)- 34 53 13.10899(N) 076 54 38.67186(W) ADJUSTED EA2138* NAVD 88 - EA2138 ___________________________________________________________________ EA2138 LAPLACE CORR- -0.49 (seconds) DEFLEC99 EA2138 GEOID HEIGHT- -37.46 (meters) GEOID99 EA2138 EA2138 HORZ ORDER - THIRD EA2138 EA2138.The North Carolina/South Carolina HARNS have been completed but, EA2138.due to contractual restrictions, coordinates for these stations EA2138.will NOT be published in the near future. In the interim, the EA2138.published coordinates in North and South Carolina will not be EA2138.consistent with the Continuously Operating Reference Stations EA2138.(CORS). The HARN coordinates for these stations are available EA2138.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2138.Lapine(803-896-7700). EA2138. EA2138.In addition, the published North and South Carolina positions EA2138.(NAD 83 (1986)) are NOT consistent with those determined in EA2138.adjacent state readjustments. The discontinuity between stations EA2138.located in North or South Carolina and those in adjacent states EA2138.which have been adjusted to the HARN may be as much as 5 EA2138.decimeters. This will result in a significant loss of accuracy EA2138.over lines crossing such state borders. EA2138 EA2138 EA2138.The horizontal coordinates were established by classical geodetic methods EA2138.and adjusted by the National Geodetic Survey in July 1986. EA2138 EA2138 EA2138.The Laplace correction was computed from DEFLEC99 derived deflections. EA2138 EA2138.The geoid height was determined by GEOID99. EA2138 EA2138; North East Units Scale Converg. EA2138;SPC NC - 128,134.557 800,553.043 MT 0.99989274 +1 12 21.1 EA2138;UTM 18 - 3,862,174.731 325,390.918 MT 0.99997578 -1 05 35.3 EA2138 EA2138 SUPERSEDED SURVEY CONTROL EA2138 EA2138 NAD 27 - 34 53 12.53082(N) 076 54 39.88266(W) AD( ) 3 EA2138 EA2138.Superseded values are not recommended for survey control. EA2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2138.See file dsdata.txt to determine how the superseded data were derived. EA2138 EA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2539162175(NAD 83) EA2138_MARKER: 51 = TANK EA2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2138+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 EA2138 EA2138 HISTORY - Date Condition Report By EA2138 HISTORY - 1965 FIRST OBSERVED CGS EA2138 HISTORY - 20030108 GOOD USPSQD EA2138 EA2138 STATION DESCRIPTION EA2138 EA2138'NO DESCRIPTIVE TEXT AVAILABLE.