1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX5369 *********************************************************************** FX5369 PACS - This is a Primary Airport Control Station. FX5369 DESIGNATION - AP 1966 STA A ECG FX5369 PID - FX5369 FX5369 STATE/COUNTY- NC/PASQUOTANK FX5369 USGS QUAD - ELIZABETH CITY (1982) FX5369 FX5369 *CURRENT SURVEY CONTROL FX5369 ___________________________________________________________________ FX5369* NAD 83(2001)- 36 15 36.22567(N) 076 09 38.83138(W) ADJUSTED FX5369* NAVD 88 - 2.174 (meters) 7.13 (feet) ADJUSTED FX5369 ___________________________________________________________________ FX5369 X - 1,231,620.108 (meters) COMP FX5369 Y - -4,999,485.394 (meters) COMP FX5369 Z - 3,751,477.775 (meters) COMP FX5369 LAPLACE CORR- -6.88 (seconds) DEFLEC99 FX5369 ELLIP HEIGHT- -35.62 (meters) (02/10/03) GPS OBS FX5369 GEOID HEIGHT- -37.78 (meters) GEOID99 FX5369 DYNAMIC HT - 2.172 (meters) 7.13 (feet) COMP FX5369 MODELED GRAV- 979,820.0 (mgal) NAVD 88 FX5369 FX5369 HORZ ORDER - B FX5369 VERT ORDER - SECOND CLASS II FX5369 ELLP ORDER - FOURTH CLASS II FX5369 FX5369.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX5369 FX5369.The North Carolina/South Carolina HARNS have been completed but, FX5369.due to contractual restrictions, coordinates for these stations FX5369.will NOT be published in the near future. In the interim, the FX5369.published coordinates in North and South Carolina will not be FX5369.consistent with the Continuously Operating Reference Stations FX5369.(CORS). The HARN coordinates for these stations are available FX5369.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX5369.Lapine(803-896-7700). FX5369. FX5369.In addition, the published North and South Carolina positions FX5369.(NAD 83 (1986)) are NOT consistent with those determined in FX5369.adjacent state readjustments. The discontinuity between stations FX5369.located in North or South Carolina and those in adjacent states FX5369.which have been adjusted to the HARN may be as much as 5 FX5369.decimeters. This will result in a significant loss of accuracy FX5369.over lines crossing such state borders. FX5369 FX5369 FX5369.The horizontal coordinates were established by GPS observations FX5369.and adjusted by the National Geodetic Survey in February 2003. FX5369.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FX5369.DATUM ITEM on the data sheet items page. FX5369 FX5369.The orthometric height was determined by differential leveling FX5369.and adjusted by the National Geodetic Survey in September 1997. FX5369.WARNING-GPS observations at this control monument resulted in a GPS FX5369.derived orthometric height which differed from the leveled height by FX5369.more than one decimeter (0.1 meter). FX5369 FX5369.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX5369 FX5369.The Laplace correction was computed from DEFLEC99 derived deflections. FX5369 FX5369.The ellipsoidal height was determined by GPS observations FX5369.and is referenced to NAD 83. FX5369 FX5369.The geoid height was determined by GEOID99. FX5369 FX5369.The dynamic height is computed by dividing the NAVD 88 FX5369.geopotential number by the normal gravity value computed on the FX5369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX5369.degrees latitude (g = 980.6199 gals.). FX5369 FX5369.The modeled gravity was interpolated from observed gravity values. FX5369 FX5369; North East Units Scale Converg. FX5369;SPC NC - 282,105.993 864,724.252 MT 1.00002740 +1 38 19.4 FX5369;UTM 18 - 4,013,418.632 395,723.481 MT 0.99973397 -0 41 11.8 FX5369 FX5369 SUPERSEDED SURVEY CONTROL FX5369 FX5369 NAD 83(1986)- 36 15 36.24159(N) 076 09 38.84745(W) AD( ) 1 FX5369 NAD 83(1995)- 36 15 36.22621(N) 076 09 38.83125(W) AD( ) B FX5369 ELLIP H (08/23/00) -35.60 (m) GP( ) 4 2 FX5369 NAD 83(1993)- 36 15 36.23587(N) 076 09 38.84197(W) AD( ) 2 FX5369 NAD 83(1986)- 36 15 36.23823(N) 076 09 38.84908(W) AD( ) 2 FX5369 NAVD 88 (08/23/00) 2.17 (m) 7.1 (f) LEVELING 3 FX5369 NGVD 29 (08/04/93) 2.48 (m) 8.1 (f) LEVELING 3 FX5369 FX5369.Superseded values are not recommended for survey control. FX5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5369.See file dsdata.txt to determine how the superseded data were derived. FX5369 FX5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9572313419(NAD 83) FX5369_MARKER: DT = TOPOGRAPHIC STATION DISK FX5369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5369_STAMPING: AP 1966 STA A FX5369_MARK LOGO: CGS FX5369_MAGNETIC: N = NO MAGNETIC MATERIAL FX5369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5369+STABILITY: SURFACE MOTION FX5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX5369+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX5369 FX5369 HISTORY - Date Condition Report By FX5369 HISTORY - 1966 MONUMENTED CGS FX5369 HISTORY - 19840615 GOOD NGS FX5369 HISTORY - 19840615 POOR NGS FX5369 HISTORY - 19920902 GOOD FX5369 HISTORY - 19940503 GOOD NCGS FX5369 HISTORY - 19940503 GOOD NCGS FX5369 HISTORY - 19961216 GOOD NCGS FX5369 FX5369 STATION DESCRIPTION FX5369 FX5369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 FX5369'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF ELIZABETH CITY FX5369'AT THE COAST GUARD AIR BASE, IN THE GRASSY AREA BETWEEN RUNWAY 28 AND FX5369'THE CIRCULAR TAXIWAY. FX5369'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1966 STA A--- FX5369'WHICH IS SET IN THE TOP OF A CONCRETE MONUMENT AND IS FLUSH WITH THE FX5369'GROUND. THE STATION IS 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY FX5369'LIGHT LIGHT FROM THE RUNWAY END 28, 120.3 FT (36.7 M) WEST OF THE FX5369'WEST EDGE OF THE CONCRETE WARM-UP RAMP, 101.6 FT (31.0 M) SOUTHWEST FX5369'OF THE FIRST TAXIWAY LIGHT, 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE FX5369'OF THE RUNWAY , 90.2 FT (27.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT, FX5369'AND 33.2 FT (10.1 M) NORTHWEST OF A TAXIWAY SIGN RUNUP PROHIBITED FX5369'FROM 280M RIGHT TO 070M. FX5369 FX5369 STATION RECOVERY (1984) FX5369 FX5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 FX5369'LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF ELIZABETH CITY AT THE FX5369'COAST GUARD AIR BASE, IN THE GRASS AREA BETWEEN RUNWAY 28 AND THE FX5369'CIRCULAR TAXIWAY, 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT FX5369'FROM RUNWAY END 28, 101.6 FT (31.0 M) SOUTHWEST OF THE FIRST TAXIWAY FX5369'LIGHT, 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY AND FX5369'90.2 FT (27.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT. THE STATION IS FX5369'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA A AND SET IN THE TOP FX5369'OF A CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND. MONUMENT FX5369'HAS BEEN HIT AND APPEARS SLIGHTLY DISTURBED. DAH 3/78 120.3 FT WEST FX5369'OF THE WEST EDGE CONCRETE WARMUP RAMP. JVD 4/81 33.2 FT NW OF A FX5369'TAXIWAY SIGN RUNUP PROHIBITED FROM 280 METERS RIGHT TO 070 METERS FX5369'A.P.F. 8/1984 FX5369 FX5369 STATION RECOVERY (1984) FX5369 FX5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 FX5369'THE MONUMENT HAS BEEN HIT AND APPEARS SLIGHTLY DISTURBED. DAH 3/78 FX5369'120.3 FT WEST OF THE WEST EDGE CONCRETE WARMUP RAMP. JVD 4/81 33.2 FT FX5369'NW OF A TAXIWAY SIGN RUNUP PROHIBITED FROM 280 METERS RIGHT TO 070 FX5369'METERS A.P.F. AUGUST 1984 FX5369 FX5369 STATION RECOVERY (1992) FX5369 FX5369'RECOVERED 1992 FX5369'RECOVERED IN GOOD CONDITION. FX5369 FX5369 STATION RECOVERY (1994) FX5369 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5369'STATION FOUND IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND FX5369'ADDITIONS TO THE DESCRIPTION. LOCATED 90.2 FT (27.5 M) SOUTH OF THE FX5369'FIRST RUNWAY LIGHT, 35.8 FT (10.9 M) NORTH-NORTHWEST OF A TAXIWAY SIGN FX5369'RUNUP PROHIBITED FROM 280M RIGHT TO 070M, 112.4 FT (34.3 M) NORTH OF A FX5369'CATCH BASIN, AND 79.7 FT (24.3 M) SOUTHEAST OF AN ELECTRICAL MANHOLE. FX5369'DELETE 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT FROM THE FX5369'RUNWAY END 28. FX5369 FX5369 STATION RECOVERY (1994) FX5369 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5369'STATION FOUND IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND FX5369'ADDITIONS TO THE DESCRIPTION. FX5369'LOCATED 90.2 FT (27.5 M) SOUTH OF THE FIRST RUNWAY LIGHT, 35.8 FT FX5369'(10.9 M) NORTH-NORTHWEST OF A TAXIWAY SIGN RUNUP PROHIBITED FROM 280M FX5369'RIGHT TO 070M, 112.4 FT (34.3 M) NORTH OF A CATCH BASIN, AND 79.7 FT FX5369'(24.3 M) SOUTHEAST OF AN ELECTRICAL MANHOLE. FX5369'DELETE 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT FROM THE FX5369'RUNWAY END 28. FX5369 FX5369 STATION RECOVERY (1996) FX5369 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX5369'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION IS DESIGNATED FX5369'AS THE PRIMARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX5370 *********************************************************************** FX5370 SACS - This is a Secondary Airport Control Station. FX5370 DESIGNATION - AP 1966 STA B ECG FX5370 PID - FX5370 FX5370 STATE/COUNTY- NC/PASQUOTANK FX5370 USGS QUAD - ELIZABETH CITY (1982) FX5370 FX5370 *CURRENT SURVEY CONTROL FX5370 ___________________________________________________________________ FX5370* NAD 83(2001)- 36 15 39.10759(N) 076 11 03.18414(W) ADJUSTED FX5370* NAVD 88 - 2.477 (meters) 8.13 (feet) ADJUSTED FX5370 ___________________________________________________________________ FX5370 X - 1,229,562.978 (meters) COMP FX5370 Y - -4,999,937.946 (meters) COMP FX5370 Z - 3,751,549.638 (meters) COMP FX5370 LAPLACE CORR- -6.85 (seconds) DEFLEC99 FX5370 ELLIP HEIGHT- -35.22 (meters) (02/10/03) GPS OBS FX5370 GEOID HEIGHT- -37.68 (meters) GEOID99 FX5370 DYNAMIC HT - 2.475 (meters) 8.12 (feet) COMP FX5370 MODELED GRAV- 979,823.2 (mgal) NAVD 88 FX5370 FX5370 HORZ ORDER - FIRST FX5370 VERT ORDER - SECOND CLASS II FX5370 ELLP ORDER - FOURTH CLASS II FX5370 FX5370.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX5370 FX5370.The North Carolina/South Carolina HARNS have been completed but, FX5370.due to contractual restrictions, coordinates for these stations FX5370.will NOT be published in the near future. In the interim, the FX5370.published coordinates in North and South Carolina will not be FX5370.consistent with the Continuously Operating Reference Stations FX5370.(CORS). The HARN coordinates for these stations are available FX5370.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX5370.Lapine(803-896-7700). FX5370. FX5370.In addition, the published North and South Carolina positions FX5370.(NAD 83 (1986)) are NOT consistent with those determined in FX5370.adjacent state readjustments. The discontinuity between stations FX5370.located in North or South Carolina and those in adjacent states FX5370.which have been adjusted to the HARN may be as much as 5 FX5370.decimeters. This will result in a significant loss of accuracy FX5370.over lines crossing such state borders. FX5370 FX5370 FX5370.The horizontal coordinates were established by GPS observations FX5370.and adjusted by the National Geodetic Survey in February 2003. FX5370.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FX5370.DATUM ITEM on the data sheet items page. FX5370 FX5370.The orthometric height was determined by differential leveling FX5370.and adjusted by the National Geodetic Survey in September 1997. FX5370.WARNING-GPS observations at this control monument resulted in a GPS FX5370.derived orthometric height which differed from the leveled height by FX5370.more than one decimeter (0.1 meter). FX5370 FX5370.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX5370 FX5370.The Laplace correction was computed from DEFLEC99 derived deflections. FX5370 FX5370.The ellipsoidal height was determined by GPS observations FX5370.and is referenced to NAD 83. FX5370 FX5370.The geoid height was determined by GEOID99. FX5370 FX5370.The dynamic height is computed by dividing the NAVD 88 FX5370.geopotential number by the normal gravity value computed on the FX5370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX5370.degrees latitude (g = 980.6199 gals.). FX5370 FX5370.The modeled gravity was interpolated from observed gravity values. FX5370 FX5370; North East Units Scale Converg. FX5370;SPC NC - 282,134.820 862,616.833 MT 1.00002765 +1 37 30.7 FX5370;UTM 18 - 4,013,532.914 393,619.579 MT 0.99973943 -0 42 01.8 FX5370 FX5370: Primary Azimuth Mark Grid Az FX5370:SPC NC - ECAP 019 41 32.5 FX5370:UTM 18 - ECAP 022 01 05.0 FX5370 FX5370|---------------------------------------------------------------------| FX5370| PID Reference Object Distance Geod. Az | FX5370| dddmmss.s | FX5370| FX5352 ECAP APPROX. 0.6 KM 0211903.2 | FX5370|---------------------------------------------------------------------| FX5370 FX5370 SUPERSEDED SURVEY CONTROL FX5370 FX5370 NAD 83(1986)- 36 15 39.12371(N) 076 11 03.20016(W) AD( ) 2 FX5370 NAD 83(1995)- 36 15 39.10812(N) 076 11 03.18400(W) AD( ) 1 FX5370 ELLIP H (08/23/00) -35.21 (m) GP( ) 4 2 FX5370 NAD 83(1993)- 36 15 39.11764(N) 076 11 03.19466(W) AD( ) 2 FX5370 NAD 83(1986)- 36 15 39.11786(N) 076 11 03.20117(W) AD( ) 2 FX5370 NAVD 88 (08/23/00) 2.48 (m) 8.1 (f) LEVELING 3 FX5370 NGVD 29 (08/04/93) 2.76 (m) 9.1 (f) LEVELING 3 FX5370 FX5370.Superseded values are not recommended for survey control. FX5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5370.See file dsdata.txt to determine how the superseded data were derived. FX5370 FX5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9362013533(NAD 83) FX5370_MARKER: DT = TOPOGRAPHIC STATION DISK FX5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX5370_STAMPING: AP 1966 STA B FX5370_MARK LOGO: CGS FX5370_MAGNETIC: N = NO MAGNETIC MATERIAL FX5370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5370+STABILITY: SURFACE MOTION FX5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX5370+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX5370 FX5370 HISTORY - Date Condition Report By FX5370 HISTORY - 1966 MONUMENTED CGS FX5370 HISTORY - 19840615 GOOD NGS FX5370 HISTORY - 19920902 GOOD FX5370 HISTORY - 19940705 GOOD NCGS FX5370 HISTORY - 19940705 GOOD NCGS FX5370 HISTORY - 19961216 GOOD NCGS FX5370 FX5370 STATION DESCRIPTION FX5370 FX5370'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 FX5370'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTEAST OF ELIZABETH CITY FX5370'AT THE COAST GUARD AIR STATION, AT THE RUNWAY 10 END. FX5370'THE STATION IS A STANDARD NOS DISK STAMPED---AP 1966 STA B--- SET IN FX5370'THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND. THE FX5370'STATION IS 132.1 FT (40.3 M) WEST OF THE FIRST RUNWAY LIGHT, 100.0 FT FX5370'(30.5 M) SOUTH OF THE EDGE OF THE RUNWAY, AND 55.8 FT (17.0 M) FX5370'SOUTHEAST OF THE MOST SOUTHERLY THRESHOLD LIGHT. FX5370 FX5370 STATION RECOVERY (1984) FX5370 FX5370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 FX5370'LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF ELIZABETH CITY AT THE FX5370'COAST GUARD AIR STATION, AT THE END OF RUNWAY 10, 132.1 FT (40.3 M) FX5370'WEST OF THE FIRST RUNWAY LIGHT, 100.0 FT (30.5 M) SOUTH OF THE EDGE OF FX5370'THE RUNWAY AND 55.8 FT (17.0 M) SOUTH OF THE MOST SOUTHERLY THRESHOLD FX5370'LIGHT. THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA FX5370'B AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE FX5370'GROUND. FX5370 FX5370 STATION RECOVERY (1992) FX5370 FX5370'RECOVERED 1992 FX5370'RECOVERED IN GOOD CONDITION. FX5370 FX5370 STATION RECOVERY (1994) FX5370 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5370'RECOVERED AS DESCRIBED. MARK IS ON THE SOUTHEAST PROLONGATION OF THE FX5370'WEST END OF A CONCRETE RUNWAY, ABOUT 2-FEET LOWER THAN THE CENTERLINE. FX5370 FX5370 STATION RECOVERY (1994) FX5370 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5370'RECOVERED AS DESCRIBED. MARK IS ON THE SOUTHEAST PROLONGATION OF THE FX5370'WEST END OF A CONCRETE RUNWAY, ABOUT 2-FEET LOWER THAN THE CENTERLINE. FX5370 FX5370 STATION RECOVERY (1996) FX5370 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX5370'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION IS DESIGNATED FX5370'AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AB6783 *********************************************************************** AB6783 CBN - This is a Cooperative Base Network Control Station. AB6783 DESIGNATION - CAMA AB6783 PID - AB6783 AB6783 STATE/COUNTY- NC/PASQUOTANK AB6783 USGS QUAD - PASQUOTANK (1982) AB6783 AB6783 *CURRENT SURVEY CONTROL AB6783 ___________________________________________________________________ AB6783* NAD 83(1986)- 36 15 41.35993(N) 076 18 02.82769(W) ADJUSTED AB6783* NAVD 88 - 3.737 (meters) 12.26 (feet) ADJUSTED AB6783 ___________________________________________________________________ AB6783 LAPLACE CORR- -5.79 (seconds) DEFLEC99 AB6783 GEOID HEIGHT- -37.23 (meters) GEOID99 AB6783 DYNAMIC HT - 3.734 (meters) 12.25 (feet) COMP AB6783 MODELED GRAV- 979,838.5 (mgal) NAVD 88 AB6783 AB6783 HORZ ORDER - FIRST AB6783 VERT ORDER - SECOND CLASS II AB6783 AB6783.The North Carolina/South Carolina HARNS have been completed but, AB6783.due to contractual restrictions, coordinates for these stations AB6783.will NOT be published in the near future. In the interim, the AB6783.published coordinates in North and South Carolina will not be AB6783.consistent with the Continuously Operating Reference Stations AB6783.(CORS). The HARN coordinates for these stations are available AB6783.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6783.Lapine(803-896-7700). AB6783. AB6783.In addition, the published North and South Carolina positions AB6783.(NAD 83 (1986)) are NOT consistent with those determined in AB6783.adjacent state readjustments. The discontinuity between stations AB6783.located in North or South Carolina and those in adjacent states AB6783.which have been adjusted to the HARN may be as much as 5 AB6783.decimeters. This will result in a significant loss of accuracy AB6783.over lines crossing such state borders. AB6783 AB6783 AB6783.The horizontal coordinates were established by GPS observations AB6783.and adjusted by the National Geodetic Survey in November 1996. AB6783 AB6783.The orthometric height was determined by differential leveling AB6783.and adjusted by the National Geodetic Survey in September 1997. AB6783 AB6783.The Laplace correction was computed from DEFLEC99 derived deflections. AB6783 AB6783.The geoid height was determined by GEOID99. AB6783 AB6783.The dynamic height is computed by dividing the NAVD 88 AB6783.geopotential number by the normal gravity value computed on the AB6783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6783.degrees latitude (g = 980.6199 gals.). AB6783 AB6783.The modeled gravity was interpolated from observed gravity values. AB6783 AB6783; North East Units Scale Converg. AB6783;SPC NC - 281,913.266 852,143.251 MT 1.00002784 +1 33 28.5 AB6783;UTM 18 - 4,013,736.654 383,148.508 MT 0.99976824 -0 46 10.1 AB6783 AB6783 SUPERSEDED SURVEY CONTROL AB6783 AB6783 NAVD 88 (06/02/98) 3.74 (m) 12.3 (f) LEVELING 3 AB6783 NGVD 29 (09/29/97) 4.03 (m) 13.2 (f) LEVELING 3 AB6783 AB6783.Superseded values are not recommended for survey control. AB6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6783.See file dsdata.txt to determine how the superseded data were derived. AB6783 AB6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8314913737(NAD 83) AB6783_MARKER: DH = HORIZONTAL CONTROL DISK AB6783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6783_STAMPING: CAMA 1995 AB6783_MARK LOGO: NCGS AB6783_PROJECTION: FLUSH AB6783_MAGNETIC: N = NO MAGNETIC MATERIAL AB6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6783+STABILITY: SURFACE MOTION AB6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6783+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001 AB6783 AB6783 HISTORY - Date Condition Report By AB6783 HISTORY - 1995 MONUMENTED NCGS AB6783 HISTORY - 19950207 GOOD NCGS AB6783 HISTORY - 19950918 GOOD NCGS AB6783 HISTORY - 19970215 GOOD NCGS AB6783 HISTORY - 19970418 GOOD NCGS AB6783 HISTORY - 20011212 GOOD NCGS AB6783 AB6783 STATION DESCRIPTION AB6783 AB6783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AB6783'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF ELIZABETH CITY AND AB6783'4.5 NORTHWEST OF NIXONTON (AT THE DEHNR ELIZABETH CITY OFFICE AB6783'BUILDING). ALONG US 17 FOR 2.15 MI (3.46 KM) NORTHEAST FROM THE BRIDGE AB6783'OVER THE LITTLE RIVER-PERQUIMANS/PASQUOTANK COUNTY LINE, ON THE AB6783'SOUTHEAST RIGHT-OF-WAY, IN THE FRONT GRASSY AREA OF THE D.E.H.N.R AB6783'OFFICE BUILDING. STATION IS ALSO 0.15 MI (0.24 KM) NORTHEAST OF SR AB6783'1144-SIMPSON DITCH RD. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN US 17, AB6783'AND FLUSH WITH THE GROUND. LOCATED 73.3 FT (22.3 M) SOUTHEAST OF THE AB6783'CENTERLINE OF US 17 NORTH BOUND LANE, 85.4 FT (26.0 M) EAST-NORTHEAST AB6783'OF THE NORTHEAST END OF CONCRETE CULVERT UNDER WESTERN DRIVEWAY, 37.2 AB6783'FT (11.3 M) SOUTH OF THE SOUTHWEST END OF CONCRETE CULVERT UNDER AB6783'EASTERN DRIVE, 12.4 FT (3.8 M) EAST OF A WATER METER, 81.8 FT (24.9 M) AB6783'NORTHWEST OF THE NORTHEASTERN MOST METAL POST SUPPORTING CANOPY AT AB6783'FRONT ENTRANCE OF DEHNR BUILDING, AND 29.4 FT (9.0 M) NORTHEAST OF A AB6783'POWER POLE WITH LIGHT, TRANSFORMER AND REFERENCE TAG. AB6783 AB6783 STATION RECOVERY (1995) AB6783 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AB6783'RECOVERED AS DESCRIBED. AB6783 AB6783 STATION RECOVERY (1995) AB6783 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AB6783'RECOVERED AS DESCRIBED. AB6783 AB6783 STATION RECOVERY (1997) AB6783 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AB6783'RECOVERED AS DESCRIBED. AB6783 AB6783 STATION RECOVERY (1997) AB6783 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AB6783'RECOVERED AS DESCRIBED. AB6783 AB6783 STATION RECOVERY (2001) AB6783 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) AB6783'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2372 *********************************************************************** FX2372 DESIGNATION - CORINTH FX2372 PID - FX2372 FX2372 STATE/COUNTY- NC/PASQUOTANK FX2372 USGS QUAD - PASQUOTANK (1982) FX2372 FX2372 *CURRENT SURVEY CONTROL FX2372 ___________________________________________________________________ FX2372* NAD 83(1986)- 36 17 20.39057(N) 076 15 30.20806(W) ADJUSTED FX2372* NAVD 88 - 2.586 (meters) 8.48 (feet) ADJUSTED FX2372 ___________________________________________________________________ FX2372 LAPLACE CORR- -6.19 (seconds) DEFLEC99 FX2372 GEOID HEIGHT- -37.36 (meters) GEOID99 FX2372 DYNAMIC HT - 2.584 (meters) 8.48 (feet) COMP FX2372 MODELED GRAV- 979,835.8 (mgal) NAVD 88 FX2372 FX2372 HORZ ORDER - SECOND FX2372 VERT ORDER - FIRST CLASS II FX2372 FX2372.The North Carolina/South Carolina HARNS have been completed but, FX2372.due to contractual restrictions, coordinates for these stations FX2372.will NOT be published in the near future. In the interim, the FX2372.published coordinates in North and South Carolina will not be FX2372.consistent with the Continuously Operating Reference Stations FX2372.(CORS). The HARN coordinates for these stations are available FX2372.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2372.Lapine(803-896-7700). FX2372. FX2372.In addition, the published North and South Carolina positions FX2372.(NAD 83 (1986)) are NOT consistent with those determined in FX2372.adjacent state readjustments. The discontinuity between stations FX2372.located in North or South Carolina and those in adjacent states FX2372.which have been adjusted to the HARN may be as much as 5 FX2372.decimeters. This will result in a significant loss of accuracy FX2372.over lines crossing such state borders. FX2372 FX2372 FX2372.The horizontal coordinates were established by classical geodetic methods FX2372.and adjusted by the National Geodetic Survey in November 1990. FX2372 FX2372.The orthometric height was determined by differential leveling FX2372.and adjusted by the National Geodetic Survey in June 1991. FX2372 FX2372.The Laplace correction was computed from DEFLEC99 derived deflections. FX2372 FX2372.The geoid height was determined by GEOID99. FX2372 FX2372.The dynamic height is computed by dividing the NAVD 88 FX2372.geopotential number by the normal gravity value computed on the FX2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2372.degrees latitude (g = 980.6199 gals.). FX2372 FX2372.The modeled gravity was interpolated from observed gravity values. FX2372 FX2372; North East Units Scale Converg. FX2372;SPC NC - 285,069.051 855,867.404 MT 1.00003644 +1 34 56.6 FX2372;UTM 18 - 4,016,737.797 386,996.703 MT 0.99975734 -0 44 41.5 FX2372 FX2372 SUPERSEDED SURVEY CONTROL FX2372 FX2372 NGVD 29 (11/01/90) 2.87 (m) 9.4 (f) LEVELING 3 FX2372 FX2372.Superseded values are not recommended for survey control. FX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2372.See file dsdata.txt to determine how the superseded data were derived. FX2372 FX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8699716738(NAD 83) FX2372_MARKER: DH = HORIZONTAL CONTROL DISK FX2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2372_STAMPING: CORINTH 1978 FX2372_MARK LOGO: NCGS FX2372_PROJECTION: FLUSH FX2372_MAGNETIC: N = NO MAGNETIC MATERIAL FX2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2372+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1994 FX2372 FX2372 HISTORY - Date Condition Report By FX2372 HISTORY - 1978 MONUMENTED NCGS FX2372 HISTORY - 1979 GOOD NCGS FX2372 HISTORY - 19940202 GOOD NCGS FX2372 FX2372 STATION DESCRIPTION FX2372 FX2372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS) FX2372'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTHWEST OF ELIZABETH FX2372'CITY AND 4.7 MILES NORTHEAST OF PASQUOTANK. FX2372' FX2372'TO REACH STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 158 FX2372'IN ELIZABETH CITY, PROCEED SOUTHWEST ALONG US 17 BYPASS FOR 1.9 MILES FX2372'TO STATION ON RIGHT, AT A CONCRETE DRIVEWAY TO A BRICK HOUSE AND FX2372'ACROSS THE HIGHWAY FROM CORINTH BAPTIST CHURCH. FX2372' FX2372'STATION MARK IS A STANDARD DISK STAMPED---CORINTH 1978---SET IN TOP OF FX2372'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS 28.6 FX2372'FEET NORTH OF CENTERLINE OF US 17, 84 FEET SOUTH-SOUTHEAST OF FX2372'NORTHEAST CORNER OF BRICK RESIDENCE, 11.0 FEET EAST OF CENTERLINE OF FX2372'CONCRETE DRIVEWAY, 8.1 FEET SOUTH-SOUTHEAST OF POWER POLE (45) WITH FX2372'REFERENCE TAG, 40.6 FEET SOUTHWEST OF 16 INCH ELM WITH REFERENCE TAG FX2372'60.9 FEET WEST OF SCHOOL WARNING SIGN AND 2.7 FEET NORTH OF CURB. FX2372 FX2372 STATION RECOVERY (1979) FX2372 FX2372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FX2372'2.1 MI SW FROM ELIZABETH CITY. FX2372'1.9 MILES SOUTHWEST ALONG US 17 BYPASS FROM THE JUNCTION WITH US 158 FX2372'AT ELIZABETH CITY, AT THE DRIVEWAY TO A BRICK RESIDENCE ACROSS FX2372'THE HIGHWAY FROM CORINTH BAPTIST CHURCH, 84 FEET SOUTH-SOUTHEAST FX2372'OF THE NORTHEAST CORNER OF HOUSE, 28.6 FEET NORTH OF CENTERLINE FX2372'OF US 17, 11.0 FEET EAST OF CENTERLINE OF DRIVEWAY, 8.2 FEET SOUTH FX2372'OF POWER POLE NO.45 WITH REFERENCE TAG AND 2.7 FEET NORTH OF FX2372'CURB. FX2372'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2372 FX2372 STATION RECOVERY (1994) FX2372 FX2372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2372'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. SCHOOL FX2372'WARNING SIGN NO LONGER EXISTS. FX2372'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE FX2372'GROUND. LOCATED 103.5 FT (31.5 M) SOUTH-SOUTHEAST OF NORTHEAST CORNER FX2372'OF BRICK RESIDENCE--AND 8.8 FT (2.7 M) SOUTH-SOUTHWEST OF POWER POLE FX2372'(45), 41.5 FT (12.6 M) SOUTHWEST OF A 20-INCH BEECH (NAMED ELM FX2372'PREVIOUSLY IN ERROR)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX5352 *********************************************************************** FX5352 DESIGNATION - ECAP FX5352 PID - FX5352 FX5352 STATE/COUNTY- NC/PASQUOTANK FX5352 USGS QUAD - ELIZABETH CITY (1982) FX5352 FX5352 *CURRENT SURVEY CONTROL FX5352 ___________________________________________________________________ FX5352* NAD 83(1986)- 36 15 57.22211(N) 076 10 54.47878(W) ADJUSTED FX5352* NAVD 88 - 1.933 (meters) 6.34 (feet) ADJUSTED FX5352 ___________________________________________________________________ FX5352 LAPLACE CORR- -6.84 (seconds) DEFLEC99 FX5352 GEOID HEIGHT- -37.69 (meters) GEOID99 FX5352 DYNAMIC HT - 1.931 (meters) 6.34 (feet) COMP FX5352 MODELED GRAV- 979,823.4 (mgal) NAVD 88 FX5352 FX5352 HORZ ORDER - SECOND FX5352 VERT ORDER - SECOND CLASS II FX5352 FX5352.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX5352 FX5352.The North Carolina/South Carolina HARNS have been completed but, FX5352.due to contractual restrictions, coordinates for these stations FX5352.will NOT be published in the near future. In the interim, the FX5352.published coordinates in North and South Carolina will not be FX5352.consistent with the Continuously Operating Reference Stations FX5352.(CORS). The HARN coordinates for these stations are available FX5352.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX5352.Lapine(803-896-7700). FX5352. FX5352.In addition, the published North and South Carolina positions FX5352.(NAD 83 (1986)) are NOT consistent with those determined in FX5352.adjacent state readjustments. The discontinuity between stations FX5352.located in North or South Carolina and those in adjacent states FX5352.which have been adjusted to the HARN may be as much as 5 FX5352.decimeters. This will result in a significant loss of accuracy FX5352.over lines crossing such state borders. FX5352 FX5352 FX5352.The horizontal coordinates were established by GPS observations FX5352.and adjusted by the National Geodetic Survey in September 1991. FX5352 FX5352.The orthometric height was determined by differential leveling FX5352.and adjusted by the National Geodetic Survey in September 1997. FX5352.WARNING-GPS observations at this control monument resulted in a GPS FX5352.derived orthometric height which differed from the leveled height by FX5352.more than one decimeter (0.1 meter). FX5352 FX5352.The Laplace correction was computed from DEFLEC99 derived deflections. FX5352 FX5352.The geoid height was determined by GEOID99. FX5352 FX5352.The dynamic height is computed by dividing the NAVD 88 FX5352.geopotential number by the normal gravity value computed on the FX5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX5352.degrees latitude (g = 980.6199 gals.). FX5352 FX5352.The modeled gravity was interpolated from observed gravity values. FX5352 FX5352; North East Units Scale Converg. FX5352;SPC NC - 282,699.126 862,818.211 MT 1.00002921 +1 37 35.7 FX5352;UTM 18 - 4,014,088.422 393,843.626 MT 0.99973885 -0 41 56.9 FX5352 FX5352: Primary Azimuth Mark Grid Az FX5352:SPC NC - AP 1966 STA B ECG 199 41 32.6 FX5352:UTM 18 - AP 1966 STA B ECG 202 01 05.2 FX5352 FX5352|---------------------------------------------------------------------| FX5352| PID Reference Object Distance Geod. Az | FX5352| dddmmss.s | FX5352| FX5363 TAXI PK 212.856 METERS 09204 | FX5352| FX5370 AP 1966 STA B ECG APPROX. 0.6 KM 2011908.3 | FX5352|---------------------------------------------------------------------| FX5352 FX5352 SUPERSEDED SURVEY CONTROL FX5352 FX5352 NGVD 29 (08/04/93) 2.2 (m) 7. (f) GPS OBS FX5352 FX5352.Superseded values are not recommended for survey control. FX5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5352.See file dsdata.txt to determine how the superseded data were derived. FX5352 FX5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9384414088(NAD 83) FX5352_MARKER: DT = TOPOGRAPHIC STATION DISK FX5352_SETTING: 35 = SET IN CONCRETE PAD FX5352_STAMPING: ECAP GPS 1990 FX5352_MARK LOGO: NOS FX5352_MAGNETIC: N = NO MAGNETIC MATERIAL FX5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX5352+STABILITY: SURFACE MOTION FX5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX5352+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX5352 FX5352 HISTORY - Date Condition Report By FX5352 HISTORY - 1990 MONUMENTED NOS FX5352 HISTORY - 19920902 GOOD NOS FX5352 HISTORY - 19940824 GOOD NCGS FX5352 HISTORY - 19940824 GOOD NCGS FX5352 HISTORY - 19961216 GOOD NCGS FX5352 FX5352 STATION DESCRIPTION FX5352 FX5352'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 FX5352'THE STATION IS LOCATED IN THE NORTHERN PART OF THE ELIZABETH CITY FX5352'AIRPORT ON GROUNDS CONTROLLED BY THE U.S. COAST GUARD, SOUTH OF THE SE FX5352'CORNER OF BUILDING 19. FX5352'TO REACH THE STATION FROM THE INTERSECTION OF US 158 AND BYPASS US 17 FX5352'IN ELIZABETH CITY, GO SW ON US BYPASS 17 FOR 2.1 MILES WHERE ROAD FX5352'MERGES WITH N.C. HWY 34. CONTINUE SOUTH FOR 1.9 MILES TO ROAD LEFT FX5352'(ALSO SIGN FOR U.S. COAST GUARD). TURN LEFT AND GO EAST THROUGH GATE FX5352'FOR 0.6 MILE TO INTERSECTION (JUST PAST WATER TANK). TURN RIGHT AND FX5352'THEN LEFT BEHIND BUILDING 19 FOR 0.05 MILE TO STATION AT THE END OF FX5352'PARKING AREA. THE STATION IS A BRONZE NOS DISK STAMPED---ECAP GPS FX5352'1990---SET INTO A DRILL HOLE IN THE NE CORNER OF A CONCRETE PAD. FX5352 FX5352 STATION RECOVERY (1992) FX5352 FX5352'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 FX5352'RECOVERED IN GOOD CONDITION. FX5352 FX5352 STATION RECOVERY (1994) FX5352 FX5352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5352'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF ELIZABETH CITY, FX5352'AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF WEEKSVILLE, AT THE US COAST FX5352'GUARD AIR BASE FACILITY. PROCEED ALONG NC 34 FOR 3.15 MI (5.07 KM) FX5352'SOUTHEAST FROM US 17 BUSINESS TO THE MAIN ENTRANCE TO THE BASE, THENCE FX5352'NORTHWEST ALONG ENTRANCE ROAD FOR 0.6 MI (1.0 KM) TO THE STATION IN FX5352'THE NORTH CORNER OF AN 8 X 30.5-FOOT CONCRETE PAD BEHIND BUILDING NO. FX5352'19. MARK IS ABOUT LEVEL WITH THE CONCRETE PARKING AREA, AND FLUSH WITH FX5352'THE GROUND. LOCATED 220 FT (67.1 M) SOUTHEAST OF THE CENTERLINE OF THE FX5352'MAIN ENTRANCE ROAD, 23.7 FT (7.2 M) NORTHEAST OF THE CONCRETE PARKING FX5352'APRON, 119.5 FT (36.4 M) SOUTHEAST OF THE EAST CORNER OF BUILDING NO. FX5352'19, 1.2 FT (0.4 M) SOUTHEAST OF THE NORTHWEST EDGE AND 1.2 FT (0.4 M) FX5352'SOUTHWEST OF THE NORTHEAST EDGE OF THE PAD, AND 15.9 FT (4.8 M) NORTH FX5352'OF A CATCH BASIN. FX5352 FX5352 STATION RECOVERY (1994) FX5352 FX5352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX5352'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF ELIZABETH CITY, FX5352'AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF WEEKSVILLE, AT THE US COAST FX5352'GUARD AIR BASE FACILITY. FX5352'PROCEED ALONG NC 34 FOR 3.15 MI (5.07 KM) SOUTHEAST FROM US 17 FX5352'BUSINESS TO THE MAIN ENTRANCE TO THE BASE, THENCE NORTHWEST ALONG FX5352'ENTRANCE ROAD FOR 0.6 MI (1.0 KM) TO THE STATION IN THE NORTH CORNER FX5352'OF AN 8 X 30.5-FOOT CONCRETE PAD BEHIND BUILDING NUMBER 19. FX5352'MARK IS ABOUT LEVEL WITH THE CONCRETE PARKING AREA AND FLUSH WITH THE FX5352'GROUND. LOCATED 220 FT (67.1 M) SOUTHEAST OF THE CENTERLINE OF THE FX5352'MAIN ENTRANCE ROAD, 23.7 FT (7.2 M) NORTHEAST OF THE CONCRETE PARKING FX5352'APRON, 119.5 FT (36.4 M) SOUTHEAST OF THE EAST CORNER OF BUILDING NO. FX5352'19, 1.2 FT (0.4 M) SOUTHEAST OF THE NORTHWEST EDGE AND 1.2 FT (0.4 M) FX5352'SOUTHWEST OF THE NORTHEAST EDGE OF THE PAD, AND 15.9 FT (4.8 M) NORTH FX5352'OF A CATCH BASIN. FX5352 FX5352 STATION RECOVERY (1996) FX5352 FX5352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX5352'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0628 *********************************************************************** FX0628 DESIGNATION - ELIZABETH FX0628 PID - FX0628 FX0628 STATE/COUNTY- NC/PASQUOTANK FX0628 USGS QUAD - PASQUOTANK (1982) FX0628 FX0628 *CURRENT SURVEY CONTROL FX0628 ___________________________________________________________________ FX0628* NAD 83(1986)- 36 17 25.35651(N) 076 15 42.51098(W) ADJUSTED FX0628* NAVD 88 - 2.314 (meters) 7.59 (feet) POSTED FX0628 ___________________________________________________________________ FX0628 LAPLACE CORR- -6.15 (seconds) DEFLEC99 FX0628 GEOID HEIGHT- -37.35 (meters) GEOID99 FX0628 DYNAMIC HT - 2.310 (meters) 7.58 (feet) COMP FX0628 MODELED GRAV- 979,836.7 (mgal) NAVD 88 FX0628 FX0628 HORZ ORDER - FIRST FX0628 VERT ORDER - * POSTED, Code E , SEE BELOW FX0628 FX0628.The North Carolina/South Carolina HARNS have been completed but, FX0628.due to contractual restrictions, coordinates for these stations FX0628.will NOT be published in the near future. In the interim, the FX0628.published coordinates in North and South Carolina will not be FX0628.consistent with the Continuously Operating Reference Stations FX0628.(CORS). The HARN coordinates for these stations are available FX0628.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX0628.Lapine(803-896-7700). FX0628. FX0628.In addition, the published North and South Carolina positions FX0628.(NAD 83 (1986)) are NOT consistent with those determined in FX0628.adjacent state readjustments. The discontinuity between stations FX0628.located in North or South Carolina and those in adjacent states FX0628.which have been adjusted to the HARN may be as much as 5 FX0628.decimeters. This will result in a significant loss of accuracy FX0628.over lines crossing such state borders. FX0628 FX0628 FX0628.The horizontal coordinates were established by GPS observations FX0628.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. FX0628 FX0628.The orthometric height was determined by differential leveling FX0628.and adjusted by the National Geodetic Survey in 1992. FX0628.* This is a POSTED BENCH MARK height. Code E indicates a distribution FX0628.rate of 4.1 thru 8.0 mm/km. FX0628 FX0628.The Laplace correction was computed from DEFLEC99 derived deflections. FX0628 FX0628.The geoid height was determined by GEOID99. FX0628 FX0628.The dynamic height is computed by dividing the NAVD 88 FX0628.geopotential number by the normal gravity value computed on the FX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0628.degrees latitude (g = 980.6199 gals.). FX0628 FX0628.The modeled gravity was interpolated from observed gravity values. FX0628 FX0628; North East Units Scale Converg. FX0628;SPC NC - 285,213.593 855,556.284 MT 1.00003688 +1 34 49.4 FX0628;UTM 18 - 4,016,894.810 386,691.794 MT 0.99975819 -0 44 48.9 FX0628 FX0628: Primary Azimuth Mark Grid Az FX0628:SPC NC - ELIZABETH AZ MK 311 24 11.6 FX0628:UTM 18 - ELIZABETH AZ MK 313 43 49.9 FX0628 FX0628|---------------------------------------------------------------------| FX0628| PID Reference Object Distance Geod. Az | FX0628| dddmmss.s | FX0628| FX3607 ELIZABETH CTY RAD WGAI NW MAST APPROX. 5.5 KM 0141228.1 | FX0628| FX3606 ELIZABETH CTY RAD WGAI SE MAST APPROX. 5.4 KM 0150255.5 | FX0628| FX3608 ELIZABETH CTY RADIO WCNC MAST APPROX. 3.3 KM 0463008.2 | FX0628| FX3599 ELIZABETH CTY COTTON MILLS TK APPROX. 3.2 KM 0544120.1 | FX0628| FX3601 ELIZABETH CTY FOREMN LMBR TK APPROX. 5.2 KM 0580012.7 | FX0628| FX3603 ELIZABETH CTY MENGEL LMBR STK APPROX. 4.9 KM 0663351.0 | FX0628| FX3605 ELIZABETH CTY MUNICIPAL TANK APPROX. 3.8 KM 0713601.0 | FX0628| FX3740 WEEKSVILLE USN AIR STA BEACON APPROX.13.3 KM 1210242.2 | FX0628| FX0627 ELIZABETH RM 1 101.374 METERS 24112 | FX0628| FX3797 ELIZABETH CITY ST POL RAD MAST APPROX. 1.0 KM 2472236.4 | FX0628| FX0625 ELIZABETH AZ MK 3125901.0 | FX0628| FX4763 ELIZABETH RM 3 AZIMUTH 3132839.5 | FX0628| FX0629 ELIZABETH RM 2 43.796 METERS 31451 | FX0628|---------------------------------------------------------------------| FX0628 FX0628 SUPERSEDED SURVEY CONTROL FX0628 FX0628 NAD 83(1986)- 36 17 25.35649(N) 076 15 42.51484(W) AD( ) 1 FX0628 NAD 27 - 36 17 24.79400(N) 076 15 43.74800(W) AD( ) 1 FX0628 NAVD 88 (10/17/03) 2.31 (m) 7.6 (f) LEVELING 3 FX0628 NGVD 29 (??/??/92) 2.602 (m) 8.54 (f) ADJ UNCH 1 1 FX0628 FX0628.Superseded values are not recommended for survey control. FX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0628.See file dsdata.txt to determine how the superseded data were derived. FX0628 FX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8669216895(NAD 83) FX0628_MARKER: DH = HORIZONTAL CONTROL DISK FX0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0628_STAMPING: EL 8.720 ELIZABETH 1931 FX0628_MARK LOGO: CGS FX0628_MAGNETIC: O = OTHER; SEE DESCRIPTION FX0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0628+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1994 FX0628 FX0628 HISTORY - Date Condition Report By FX0628 HISTORY - 1931 MONUMENTED CGS FX0628 HISTORY - 1953 GOOD CGS FX0628 HISTORY - 1960 GOOD CGS FX0628 HISTORY - 1962 GOOD CGS FX0628 HISTORY - 1963 GOOD NGS FX0628 HISTORY - 19940202 GOOD NCGS FX0628 HISTORY - 19940706 GOOD NCGS FX0628 FX0628 STATION DESCRIPTION FX0628 FX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) FX0628'ABOUT 2-1/2 MILES WEST-SOUTHWEST OF ELIZABETH CITY, ABOUT 75 FX0628'METERS (246 FEET) EAST-SOUTHEAST OF MRS. BRITES HOUSE, IN FX0628'FARMYARD, 19.57 METERS (64.2 FEET) SOUTH-SOUTHWEST OF SOUTHEAST FX0628'CORNER OF BARN (MOSTLY EASTERLY OF GROUP), 18.99 METERS (62.3 FX0628'FEET) SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF BARN, AND 24.50 FX0628'METERS (80 FEET) SOUTHEAST OF NORTHEAST CORNER OF LARGE HENHOUSE. FX0628'TO REACH FROM ELIZABETH CITY, TAKE ROUTE 17 WEST FROM POST OFFICE FX0628'2.8 MILES, TURN RIGHT ONTO DIRT ROAD DIRECTLY ACROSS MAIN HIGHWAY FX0628'FROM ONE-STORY BRICK SCHOOL BUILDING, AND FOLLOW THIS DIRT ROAD FX0628'ABOUT 200 YARDS TO MRS. BRITES HOUSE ON RIGHT (EAST) SIDE OF ROAD. FX0628'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN FX0628'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN FX0628'CONCRETE, NOTE 11A. NO. 1 IS ABOUT 7 METERS (23 FEET) EAST OF FX0628'NORTH-AND-SOUTH DIRT ROAD, ABOUT 40 METERS (131 FEET) SOUTHWEST OF FX0628'MRS. BRITES HOUSE, ABOUT 100 METERS (328 FEET) NORTH OF NORTH FX0628'CAROLINA ROUTE 342, AND 101.50 METERS (333.0 FEET) FROM STATION IN FX0628'BEARING S 61 DEG 12 MIN W. NO. 2 IS IN BARNYARD, AT SOUTHWEST FX0628'CORNER OF GARAGE AND CORN SHED, AND 43.74 METERS (144 FEET) FROM FX0628'STATION IN BEARING 134 DE MIN. NO. 3 IS ABOUT 5 METERS (16 FEET) FX0628'NORTH OF CENTER LINE OF EAST-AND-WEST SINGLE RAILROAD TRACK, 1 FX0628'FOOT SOUTH OF EAST-AND-WEST WIRE FENCE, IN LINE OF TELEPHONE FX0628'POLES, ABOUT 85 METERS (279 F WEST OF NORTH-AND-SOUTH DIRT ROAD, FX0628'AND APPROXIMATELY ONE-THI FROM STATION IN BEARING N 46 DEG 31 MIN FX0628'W. FX0628 FX0628 STATION RECOVERY (1953) FX0628 FX0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ) FX0628'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND FX0628'REFERENCE MARKS 1 AND 2 WAS FOUND TO BE IN GOOD CONDITION. A FX0628'DIFFERENCE WAS FOUND IN THE DIRECTION AND DISTANCE TO THE FX0628'REFERENCE MARKS. REFERENCE MARK NO 3 HAD BEEN KNOCKED OUT OF THE FX0628'GROUND. A NEW AZIMTUH MARK WAS ESTABLISHED. THE STATION FX0628'DESCRIPTION WAS FOUND TO BE ADEQUATE. DUE TO CHANGES IN THE FX0628'HIGHWAY A NEW DESCRIPTION FOLLOWS-- FX0628' FX0628'AZIMUTH MARK IS 58 FEET SOUTH SOUTHEAST OF THE MAIN SOUTH RAIL OF FX0628'A RAILROAD TRACK, 33 FEET NORTHWEST OF THE CENTERLINE OF A ROAD FX0628'AND 4 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT FX0628'6 INCHES AND THE DISK IS STAMPED ELIZABETH 1953. FX0628' FX0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 FX0628'A IN THE WEST SOUTHWEST PART OF ELIZABETH CITY, GO SOUTHWEST ON FX0628'U.S. HIGHWAY 17 FOR 0.45 MILE TO A T-ROAD RIGHT OPPOSITE THE FX0628'CENTRAL HIGH SCHOOL BUILDING. TURN RIGHT AND GO 0.1 MILE TO A FX0628'DRIVEWAY AND HOUSE ON RIGHT. (FROM THIS POINT TO REACH THE FX0628'AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A T-ROAD FX0628'LEFT. TURN LEFT AND GO 0.05 MILE TO MARK ON RIGHT AS DESCRIBED.) FX0628'TURN RIGHT AND FOLLOW DRIVEWAY FOR 0.15 MILE TO BARN AND STATION FX0628'TO THE SOUTH SOUTHEAST AS DESCRIBED. FX0628' FX0628'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS. FX0628 FX0628 STATION RECOVERY (1960) FX0628 FX0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) FX0628'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD FX0628'CONDTION. A COMPLETE NEW DESCRIPTION FOLLOWS-- THE STATION IS FX0628'LOCATED AT THE BILL BRIGHT RESIDENCE ABOUT 2.5 MILES SOUTHWEST OF FX0628'ELIZABETH CITY AND ABOUT 0.1 MILE NORTHEAST OF THE INTERSECTION OF FX0628'U.S. HIGHWAY 17 AND COUNTY ROAD 1306. IT IS IN A CULTIVATED FX0628'FIELD, ABOUT 75 YARDS SOUTHEAST OF BILL BRIGHTS HOUSE, 60.5 FEET FX0628'SOUTH OF THE SOUTHWEST CORNER OF A SHED ON THE SOUTH SIDE OF A FX0628'BARN, 80.5 FEET SOUTHEAST O THE CENTER OF AN 18 INCH CEDAR TREE FX0628'AND 51.5 FEET NORTH OF A T TREE STANDING ON THE SOUTH EDGE OF THE FX0628'FIELD. THE TOP OF THE M IS 10 INCHES BELOW THE SURFACE OF THE FX0628'GROUND AND THE DISK IS STAMPED EL 8.720 ELIZABETH 1931. (NOTES FX0628'1A, 7A). FX0628' FX0628'REFERENCE MARK NO. 1 IS 320.60 FEET EAST OF THE STATION. IT IS FX0628'133.8 FEET SOUTHWEST OF SOUTHWEST CORNER OF PORCH OF THE BRIGHT FX0628'RESIDENCE, 21.5 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 1306 FX0628'AND 5.8 FEET SOUTHWEST OF A POLE. THE MARK PROJECTS 4 INCHES ABOVE FX0628'THE GROUND AND THE DISK IS STAMPED EL 8.409 ELIZABETH 1 1931. FX0628'(NOTE 11A). FX0628' FX0628'REFERENCE MARK NO. 2 IS 143.69 FEET NORTH OF THE STATION. IT IS FX0628'138 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 143 FEET FX0628'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 70.7 FEET NORTH FX0628'OF AN 18 INCH CEDAR TREE, 29 FEET SOUTHEAST OF A 24 INCH PECAN FX0628'TREE AND 1 FOOT WEST OF THE WEST EDGE OF A SHED. THE MARK PROJECTS FX0628'2 INCHES AND THE DISK IS STAMPED 10.446 ELIZABETH NO 2 1931. (NOTE FX0628'11A). FX0628' FX0628'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION. IT FX0628'IS ABOUT 200 FEET WEST OF COUNTY ROAD 1306, 58 FEET SOUTH OF THE FX0628'SOUTH RAIL OF A RAILROAD TRACK, 37.5 FEET NORTHWEST OF THE FX0628'NORTHWEST CORNER OF A SMALL HOUSE WHICH IS ON THE NORTH SIDE OF A FX0628'SET OF TRUCK SCALES AND 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER FX0628'OF AN OLD CONCRETE FOUNDATION. THE MARK PROJECTS ABOUT 6 INCHES FX0628'AND THE DISK IS STAMPED ELIZABETH 1953. (NOTE 16A). FX0628' FX0628'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND FX0628'17A WHICH IS ABOUT 2 MILES SOUTHWEST OF ELIZABETH CITY, GO FX0628'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.45 MILE TO THE JUNCTION OF FX0628'COUNTY ROAD 1306 LEADING NORTH OPPOSITE THE CENTRAL HIGH SCHOOL, FX0628'TURN RIGHT ON ROAD 1306 AND GO NORTH FOR 0.1 MILE TO BILL BRIGHTS FX0628'RESIDENCE ON RIGHT AND STATION BEHIND HOUSE AS DESCRIBED. FX0628 FX0628 STATION RECOVERY (1962) FX0628 FX0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH) FX0628'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH FX0628'MARK WERE FOUND IN GOOD CONDITION. THE 1953 TO REACH IS ADEQUATE. FX0628'THE STATION DESCRIPTION IS ADEQUATE WITH THE FOLLOWING NOTES. FX0628' FX0628'THE STATION MARK IS NOW IN A CULTIVATED FIELD AND 10-INCHES BELOW FX0628'THE SURFACE. FX0628' FX0628'THE AZIMUTH MARK IS 224 FEET WEST OF THE CENTER LINE OF OILED FX0628'ROAD, 191 FEET WEST OF A LOCKED GATE, 37.5 FEET SOUTH OF A WIRE FX0628'FENCE, 37.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL FX0628'BUILDING AND PROJECTS 2-INCHES. NOTE-- 16 A. FX0628 FX0628 STATION RECOVERY (1963) FX0628 FX0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 FX0628'2 MI SW FROM ELIZABETH CITY. FX0628'ABOUT 1.75 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILWAY FX0628'FROM THE CROSSING OF COUNTY ROAD 1309 AT ELIZABETH CITY, THENCE FX0628'0.3 MILE SOUTHEAST ALONG COUNTY ROAD 1306, IN A CULTIVATED FX0628'FIELD ABOUT 75 YARDS SOUTHEAST OF BILL BRIGHT RESIDENCE, 60.5 FX0628'FEET SOUTH OF SOUTHWEST CORNER OF SHED ON SOUTH SIDE OF BARN, FX0628'80.5 FEET SOUTHEAST OF CENTER OF A 18-INCH CEDAR TREE, AND SET FX0628'IN THE TOP OF A CONCRETE POST 8 INCHES BELOW SURFACE OF GROUND. FX0628 FX0628 STATION RECOVERY (1994) FX0628 FX0628'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0628'STATION MARK, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION WITH THE FX0628'FOLLOWING CHANGES AND ADDITIONS. FX0628'STATION MARK IS RECESSED 5 INCHES BELOW THE GROUND WHICH IS NOW A FX0628'CULTIVATED FIELD AND IS SUBJECT TO BE DAMAGED BY MACHINERY. LOCATED FX0628'ABOUT 75 YARDS EAST OF A TWO STORY FRAME HOUSE, 80.5 FT (24.5 M) FX0628'SOUTHEAST OF A 28-INCH CEDAR, AND 51.5 FT (15.7 M) NORTH-NORTHWEST OF FX0628'A 24-INCH MAPLE ON THE EDGE OF THE FIELD. FX0628'THE 1994 NCGS ANGLE OBSERVED FROM REFERENCE MARK 1 TO REFERENCE MARK 2 FX0628'IS 73-38-06.53. FX0628'REFERENCE MARK NO 1 IS NOW FLUSH WITH THE GROUND AND IS LOCATED 320.60 FX0628'FT (97.72 M) WEST (NOT EAST) OF THE STATION, AND 27.0 FT (8.2 M) EAST FX0628'OF THE CENTERLINE OF SR 1306. FX0628'REFERENCE MARK NO 2 PROJECTS 3 INCHES. SHED NO LONGER EXISTS, CEDAR IS FX0628'28-INCHES AND PECAN IS NOW 42-INCHES. FX0628'AZIMUTH MARK WAS SEARCHED FOR AND WAS NOT FOUND. STATION SITE IS NOW FX0628'OCCUPIED BY A LARGE METAL BUILDING (TARHEEL DISTRIBUTING CO.). FX0628 FX0628 STATION RECOVERY (1994) FX0628 FX0628'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0628'RECOVERED AS DESCRIBED. SEE RECOVERY DATED FEB.,1994 FOR DETAILS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0627 *********************************************************************** FX0627 DESIGNATION - ELIZABETH RM 1 FX0627 PID - FX0627 FX0627 STATE/COUNTY- NC/PASQUOTANK FX0627 USGS QUAD - PASQUOTANK (1982) FX0627 FX0627 *CURRENT SURVEY CONTROL FX0627 ___________________________________________________________________ FX0627* NAD 83(1986)- 36 17 26. (N) 076 15 44. (W) SCALED FX0627* NAVD 88 - 2.221 (meters) 7.29 (feet) POSTED FX0627 ___________________________________________________________________ FX0627 GEOID HEIGHT- -37.35 (meters) GEOID99 FX0627 DYNAMIC HT - 2.220 (meters) 7.28 (feet) COMP FX0627 MODELED GRAV- 979,836.8 (mgal) NAVD 88 FX0627 FX0627 VERT ORDER - * POSTED, Code E , SEE BELOW FX0627 FX0627.The horizontal coordinates were scaled from a topographic map and have FX0627.an estimated accuracy of +/- 6 seconds. FX0627 FX0627.The orthometric height was determined by differential leveling FX0627.and adjusted by the National Geodetic Survey in 1992. FX0627.* This is a POSTED BENCH MARK height. Code E indicates a distribution FX0627.rate of 4.1 thru 8.0 mm/km. FX0627 FX0627.The geoid height was determined by GEOID99. FX0627 FX0627.The dynamic height is computed by dividing the NAVD 88 FX0627.geopotential number by the normal gravity value computed on the FX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0627.degrees latitude (g = 980.6199 gals.). FX0627 FX0627.The modeled gravity was interpolated from observed gravity values. FX0627 FX0627; North East Units Estimated Accuracy FX0627;SPC NC - 285,230. 855,520. MT (+/- 180 meters Scaled) FX0627 FX0627 SUPERSEDED SURVEY CONTROL FX0627 FX0627 NGVD 29 (??/??/92) 2.509 (m) 8.23 (f) ADJ UNCH 1 1 FX0627 FX0627.Superseded values are not recommended for survey control. FX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0627.See file dsdata.txt to determine how the superseded data were derived. FX0627 FX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF866169(NAD 83) FX0627_MARKER: DR = REFERENCE MARK DISK FX0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0627_STAMPING: ELIZABETH NO 1 1931 EL 8.409 FX0627_MARK LOGO: CGS FX0627_MAGNETIC: O = OTHER; SEE DESCRIPTION FX0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX0627+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1994 FX0627 FX0627 HISTORY - Date Condition Report By FX0627 HISTORY - 1931 MONUMENTED CGS FX0627 HISTORY - 1963 GOOD NGS FX0627 HISTORY - 19940202 GOOD NCGS FX0627 HISTORY - 19940706 GOOD NCGS FX0627 FX0627 STATION DESCRIPTION FX0627 FX0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 FX0627'2 MI SW FROM ELIZABETH CITY. FX0627'ABOUT 1.75 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILWAY FX0627'FROM THE CROSSING OF COUNTY ROAD 1309 AT ELIZABETH CITY, THENCE FX0627'0.25 MILE SOUTHEAST ALONG COUNTY ROAD 1306, IN THE FRONT YARD FX0627'OF THE BILL BRIGHT RESIDENCE, 133.8 FEET SOUTHWEST OF SOUTHWEST FX0627'CORNER OF THE PORCH, 21.5 FEET EAST OF CENTER LINE OF ROAD FX0627'1306, 5.8 FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH FX0627'STATION MARK, 1 FOOT ABOVE LEVEL OF ROAD, AND SET IN THE TOP FX0627'OF A CONCRETE POST PROJECTING 4 INCHES. FX0627 FX0627 STATION RECOVERY (1994) FX0627 FX0627'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0627'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO 1 IS FLUSH WITH THE FX0627'GROUND AND IS LOCATED 320.60 FT (97.72 M) WEST (NOT EAST) OF THE FX0627'STATION, AND 27.0 FT (8.2 M) EAST OF THE CENTERLINE OF SR 1306. FX0627 FX0627 STATION RECOVERY (1994) FX0627 FX0627'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0627'RECOVERED IN GOOD CONDITION AS DESCRIBED. SEE STATION ELIZABETH FX0627'RECOVERY DATED FEB., 1994 FOR DETAILS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0629 *********************************************************************** FX0629 DESIGNATION - ELIZABETH RM 2 FX0629 PID - FX0629 FX0629 STATE/COUNTY- NC/PASQUOTANK FX0629 USGS QUAD - PASQUOTANK (1982) FX0629 FX0629 *CURRENT SURVEY CONTROL FX0629 ___________________________________________________________________ FX0629* NAD 83(1986)- 36 17 26. (N) 076 15 44. (W) SCALED FX0629* NAVD 88 - 2.841 (meters) 9.32 (feet) POSTED FX0629 ___________________________________________________________________ FX0629 GEOID HEIGHT- -37.35 (meters) GEOID99 FX0629 DYNAMIC HT - 2.840 (meters) 9.32 (feet) COMP FX0629 MODELED GRAV- 979,836.8 (mgal) NAVD 88 FX0629 FX0629 VERT ORDER - * POSTED, Code B , SEE BELOW FX0629 FX0629.The horizontal coordinates were scaled from a topographic map and have FX0629.an estimated accuracy of +/- 6 seconds. FX0629 FX0629.The orthometric height was determined by differential leveling FX0629.and adjusted by the National Geodetic Survey in 1992. FX0629.* This is a POSTED BENCH MARK height. Code B indicates a distribution FX0629.rate of 1.1 thru 2.0 mm/km. FX0629 FX0629.The geoid height was determined by GEOID99. FX0629 FX0629.The dynamic height is computed by dividing the NAVD 88 FX0629.geopotential number by the normal gravity value computed on the FX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0629.degrees latitude (g = 980.6199 gals.). FX0629 FX0629.The modeled gravity was interpolated from observed gravity values. FX0629 FX0629; North East Units Estimated Accuracy FX0629;SPC NC - 285,230. 855,520. MT (+/- 180 meters Scaled) FX0629 FX0629 SUPERSEDED SURVEY CONTROL FX0629 FX0629 NGVD 29 (??/??/92) 3.129 (m) 10.27 (f) ADJ UNCH 1 1 FX0629 FX0629.Superseded values are not recommended for survey control. FX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0629.See file dsdata.txt to determine how the superseded data were derived. FX0629 FX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF866169(NAD 83) FX0629_MARKER: DR = REFERENCE MARK DISK FX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0629_STAMPING: ELIZABETH NO 2 1931 EL 10.446 FX0629_MARK LOGO: CGS FX0629_MAGNETIC: O = OTHER; SEE DESCRIPTION FX0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0629+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1994 FX0629 FX0629 HISTORY - Date Condition Report By FX0629 HISTORY - 1931 MONUMENTED CGS FX0629 HISTORY - 1963 GOOD NGS FX0629 HISTORY - 19940202 GOOD NCGS FX0629 HISTORY - 19940706 GOOD NCGS FX0629 FX0629 STATION DESCRIPTION FX0629 FX0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 FX0629'2 MI SW FROM ELIZABETH CITY. FX0629'ABOUT 1.75 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILWAY FX0629'FROM THE CROSSING OF COUNTY ROAD 1309 AT ELIZABETH CITY, THENCE FX0629'0.3 MILE SOUTHEAST ALONG COUNTY ROAD 1306, 138 FEET NORTHEAST FX0629'OF NORTH CORNER OF THE BILL BRIGHT RESIDENCE, 143.7 FEET NORTH FX0629'OF THE STATION MARK, 70.7 FEET NORTH OF A 18-INCH CEDAR TREE, FX0629'ABOUT 2 FEET HIGHER THAN STATION MARK, 1 FOOT WEST OF WEST FX0629'EDGE OF SHED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING FX0629'4 INCHES. FX0629 FX0629 STATION RECOVERY (1994) FX0629 FX0629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0629'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO 2 PROJECTS 3 INCHES FX0629'ABOVE THE GROUND. SHED NO LONGER EXISTS, CEDAR IS 28-INCHES AND PECAN FX0629'IS NOW 42-INCHES. FX0629 FX0629 STATION RECOVERY (1994) FX0629 FX0629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0629'RECOVERED AS DESCRIBED IN GOOD CONDITION. SEE STATION RECOVERY FOR FX0629'ELIZABETH DATED FEB., 1994 FOR DETAILS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2373 *********************************************************************** FX2373 DESIGNATION - FENCE NCGS FX2373 PID - FX2373 FX2373 STATE/COUNTY- NC/PASQUOTANK FX2373 USGS QUAD - PASQUOTANK (1982) FX2373 FX2373 *CURRENT SURVEY CONTROL FX2373 ___________________________________________________________________ FX2373* NAD 83(1986)- 36 17 20.69345(N) 076 15 55.86111(W) ADJUSTED FX2373* NAVD 88 - 2.664 (meters) 8.74 (feet) ADJUSTED FX2373 ___________________________________________________________________ FX2373 LAPLACE CORR- -6.12 (seconds) DEFLEC99 FX2373 GEOID HEIGHT- -37.34 (meters) GEOID99 FX2373 DYNAMIC HT - 2.662 (meters) 8.73 (feet) COMP FX2373 MODELED GRAV- 979,837.0 (mgal) NAVD 88 FX2373 FX2373 HORZ ORDER - SECOND FX2373 VERT ORDER - FIRST CLASS II FX2373 FX2373.The North Carolina/South Carolina HARNS have been completed but, FX2373.due to contractual restrictions, coordinates for these stations FX2373.will NOT be published in the near future. In the interim, the FX2373.published coordinates in North and South Carolina will not be FX2373.consistent with the Continuously Operating Reference Stations FX2373.(CORS). The HARN coordinates for these stations are available FX2373.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2373.Lapine(803-896-7700). FX2373. FX2373.In addition, the published North and South Carolina positions FX2373.(NAD 83 (1986)) are NOT consistent with those determined in FX2373.adjacent state readjustments. The discontinuity between stations FX2373.located in North or South Carolina and those in adjacent states FX2373.which have been adjusted to the HARN may be as much as 5 FX2373.decimeters. This will result in a significant loss of accuracy FX2373.over lines crossing such state borders. FX2373 FX2373 FX2373.The horizontal coordinates were established by classical geodetic methods FX2373.and adjusted by the National Geodetic Survey in November 1990. FX2373 FX2373.The orthometric height was determined by differential leveling FX2373.and adjusted by the National Geodetic Survey in June 1991. FX2373 FX2373.The Laplace correction was computed from DEFLEC99 derived deflections. FX2373 FX2373.The geoid height was determined by GEOID99. FX2373 FX2373.The dynamic height is computed by dividing the NAVD 88 FX2373.geopotential number by the normal gravity value computed on the FX2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2373.degrees latitude (g = 980.6199 gals.). FX2373 FX2373.The modeled gravity was interpolated from observed gravity values. FX2373 FX2373; North East Units Scale Converg. FX2373;SPC NC - 285,060.729 855,227.227 MT 1.00003647 +1 34 41.7 FX2373;UTM 18 - 4,016,755.473 386,356.893 MT 0.99975912 -0 44 56.7 FX2373 FX2373 SUPERSEDED SURVEY CONTROL FX2373 FX2373 NGVD 29 (11/01/90) 2.95 (m) 9.7 (f) LEVELING 3 FX2373 FX2373.Superseded values are not recommended for survey control. FX2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2373.See file dsdata.txt to determine how the superseded data were derived. FX2373 FX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8635716755(NAD 83) FX2373_MARKER: DH = HORIZONTAL CONTROL DISK FX2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2373_STAMPING: FENCE 1978 FX2373_MARK LOGO: NCGS FX2373_PROJECTION: RECESSED 3 CENTIMETERS FX2373_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2373+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1994 FX2373 FX2373 HISTORY - Date Condition Report By FX2373 HISTORY - 1978 MONUMENTED NCGS FX2373 HISTORY - 1979 GOOD NCGS FX2373 HISTORY - 19940202 GOOD NCGS FX2373 FX2373 STATION DESCRIPTION FX2373 FX2373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS) FX2373'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHWEST OF ELIZABETH FX2373'CITY AND 4.4 MILES NORTHEAST OF PASQUOTANK. FX2373' FX2373'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 158 FX2373'IN ELIZABETH CITY, PROCEED SOUTHWEST ALONG US 17 BYPASS FOR 2.3 MILES FX2373'TO STATION ON RIGHT, AT THE SOUTHWEST CORNER OF A GARDEN FENCE FX2373'BETWEEN REED RESIDENCE AND COPELAND RESIDENCE, AND 0.2 MILE WEST OF FX2373'THE INTERSECTION WITH SR 1307. FX2373' FX2373'STATION MARK IS A STANDARD DISK STAMPED---FENCE 1978---SET IN TOP OF FX2373'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE. MARK IS FX2373'45.1 FEET NORTH OF CENTERLINE OF US 17, 118.5 FEET EAST OF CENTERLINE FX2373'OF DRIVEWAY, 22.8 FEET WEST-SOUTHWEST OF TELEPHONE POLE 76 WITH FX2373'REFERENCE TAG, 39.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF GREY FX2373'SHINGLED HOUSE, 12.0 FEET SOUTHEAST OF SOUTHWEST CORNER FENCE POST FX2373'WITH REFERENCE TAG AND 5.2 FEET SOUTH OF FENCE LINE. FX2373 FX2373 STATION RECOVERY (1979) FX2373 FX2373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FX2373'2.6 MI SW FROM ELIZABETH CITY. FX2373'2.3 MILES SOUTHWEST ALONG US 17 BYPASS FROM THE JUNCTION OF US 158 FX2373'AT ELIZABETH CITY, 0.15 MILE WEST OF T INTERSECTION AND SCHOOL FX2373'BUILDING, AND AT A GREY SHINGLE HOUSE, 45 FEET NORTH OF CENTERLINE FX2373'OF US 17, 39.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 22.9 FX2373'FEET WEST OF TELEPHONE POLE NO. 76 WITH REFERENCE TAG, 19.1 FEET FX2373'NORTH OF NORTH CURB, 11.9 FEET SOUTHEAST OF FENCE CORNER AND 5.4 FX2373'FEET SOUTH OF FENCE. FX2373'THE MARK IS 1 FT BELOW CENTERLINE OF US 17. FX2373 FX2373 STATION RECOVERY (1994) FX2373 FX2373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2373'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND ADDITIONS. FX2373'THE FENCE POST AND FENCE LINE REFERENCES ARE GONE. FX2373'MARK IS ABOUT 2-FEET LOWER THAN THE HIGHWAY AND IS NOW RECESSED 1 INCH FX2373'BELOW GROUND. LOCATED 23.4 FT (7.1 M) WEST-SOUTHWEST OF TELEPHONE POLE FX2373'(LP327W), 19.0 FT (5.8 M) NORTH OF FACE OF CURB, AND 20.8 FT (6.3 M) FX2373'EAST-SOUTHEAST OF A WATER METER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AE2126 *********************************************************************** AE2126 DESIGNATION - GUARD AE2126 PID - AE2126 AE2126 STATE/COUNTY- NC/PASQUOTANK AE2126 USGS QUAD - ELIZABETH CITY (1982) AE2126 AE2126 *CURRENT SURVEY CONTROL AE2126 ___________________________________________________________________ AE2126* NAD 83(1986)- 36 15 20.62997(N) 076 10 01.22322(W) ADJUSTED AE2126* NAVD 88 - 1.986 (meters) 6.52 (feet) ADJUSTED AE2126 ___________________________________________________________________ AE2126 LAPLACE CORR- -6.88 (seconds) DEFLEC99 AE2126 GEOID HEIGHT- -37.76 (meters) GEOID99 AE2126 DYNAMIC HT - 1.985 (meters) 6.51 (feet) COMP AE2126 MODELED GRAV- 979,820.3 (mgal) NAVD 88 AE2126 AE2126 HORZ ORDER - FIRST AE2126 VERT ORDER - SECOND CLASS II AE2126 AE2126.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) AE2126 AE2126.The North Carolina/South Carolina HARNS have been completed but, AE2126.due to contractual restrictions, coordinates for these stations AE2126.will NOT be published in the near future. In the interim, the AE2126.published coordinates in North and South Carolina will not be AE2126.consistent with the Continuously Operating Reference Stations AE2126.(CORS). The HARN coordinates for these stations are available AE2126.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE2126.Lapine(803-896-7700). AE2126. AE2126.In addition, the published North and South Carolina positions AE2126.(NAD 83 (1986)) are NOT consistent with those determined in AE2126.adjacent state readjustments. The discontinuity between stations AE2126.located in North or South Carolina and those in adjacent states AE2126.which have been adjusted to the HARN may be as much as 5 AE2126.decimeters. This will result in a significant loss of accuracy AE2126.over lines crossing such state borders. AE2126 AE2126 AE2126.The horizontal coordinates were established by GPS observations AE2126.and adjusted by the National Geodetic Survey in September 1997. AE2126 AE2126.The orthometric height was determined by differential leveling AE2126.and adjusted by the National Geodetic Survey in September 1997. AE2126 AE2126.The Laplace correction was computed from DEFLEC99 derived deflections. AE2126 AE2126.The geoid height was determined by GEOID99. AE2126 AE2126.The dynamic height is computed by dividing the NAVD 88 AE2126.geopotential number by the normal gravity value computed on the AE2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE2126.degrees latitude (g = 980.6199 gals.). AE2126 AE2126.The modeled gravity was interpolated from observed gravity values. AE2126 AE2126; North East Units Scale Converg. AE2126;SPC NC - 281,609.497 864,179.215 MT 1.00002607 +1 38 06.4 AE2126;UTM 18 - 4,012,944.798 395,158.913 MT 0.99973543 -0 41 24.8 AE2126 AE2126 SUPERSEDED SURVEY CONTROL AE2126 AE2126 NAVD 88 (10/17/03) 1.99 (m) 6.5 (f) LEVELING 3 AE2126 NGVD 29 (09/29/97) 2.27 (m) 7.4 (f) LEVELING 3 AE2126 AE2126.Superseded values are not recommended for survey control. AE2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE2126.See file dsdata.txt to determine how the superseded data were derived. AE2126 AE2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9515912945(NAD 83) AE2126_MARKER: DH = HORIZONTAL CONTROL DISK AE2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE2126_STAMPING: GUARD 1994 AE2126_MARK LOGO: NCGS AE2126_PROJECTION: FLUSH AE2126_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE2126+STABILITY: SURFACE MOTION AE2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE2126+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1997 AE2126 AE2126 HISTORY - Date Condition Report By AE2126 HISTORY - 1994 MONUMENTED NCGS AE2126 HISTORY - 19961216 GOOD NCGS AE2126 HISTORY - 19961216 GOOD NCGS AE2126 HISTORY - 19970406 GOOD NCGS AE2126 AE2126 STATION DESCRIPTION AE2126 AE2126'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) AE2126'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF ELIZABETH CITY, AE2126'AND 3.4 MI (5.5 KM) NORTH OF WEEKSVILLE, AT THE US COAST GUARD AIR AE2126'BASE FACILITY. ALONG NC 34 FOR 4.3 MI (6.9 KM) SOUTHEAST FROM US 17 AE2126'BUSINESS TO SR 1131 (CONSOLIDATED ROAD), THENCE NORTHWEST ALONG SR AE2126'1131 FOR 0.7 MI (1.1 KM) TO THE STATION BEHIND THE DITCH. MARK IS AE2126'ABOUT 1-FOOT LOWER THAN THE ROAD AND IS FLUSH WITH THE GROUND. LOCATED AE2126'28.5 FT (8.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1131, 7.0 FT AE2126'(2.1 M) WEST-SOUTHWEST OF A CATV PEDESTAL, 5.1 FT (1.6 M) AE2126'WEST-NORTHWEST OF VEPCO POWER POLE (21) WITH REFERENCE TAG, AND 211 FT AE2126'(64.3 M) EAST OF THE CENTER OF A GATE IN THE FENCE ACROSS THE ROAD. AE2126 AE2126 STATION RECOVERY (1996) AE2126 AE2126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AE2126'RECOVERED AS DESCRIBED. AE2126 AE2126 STATION RECOVERY (1996) AE2126 AE2126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AE2126'RECOVERED AS DESCRIBED. AE2126 AE2126 STATION RECOVERY (1997) AE2126 AE2126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AE2126'4.2 MI (6.8 KM) SOUTHEAST OF ELIZABETH CITY AND 3.4 MI (5.5 KM) NORTH AE2126'OF WEEKSVILLE, AT THE US COAST GUARD AIR BASE FACILITY. ALONG NC 34 AE2126'FOR 4.3 MI (6.9 KM) SOUTHEAST FROM US 17 BUSINESS, AT SR 1131 AE2126'(CONSOLIDATED ROAD), THENCE NORTHWEST ALONG SR 1131 FOR 0.7 MI (1.1 AE2126'KM) TO THE STATION BEHIND THE DITCH, ABOUT 1 FOOT LOWER THAN THE ROAD AE2126'AND IS FLUSH WITH THE GROUND, 28.5 FT (8.7 M) SOUTH-SOUTHEAST OF AE2126'CENTERLINE OF SR 1131, 7.0 FT (2.1 M) WEST-SOUTHWEST OF A CATV AE2126'PEDESTAL, 5.1 FT (1.6 M) WEST-NORTHWEST OF VEPCO POWER POLE NUMBER 21 AE2126'WITH REFERENCE TAG, AND 211 FT (64.3 M) EAST OF THE CENTER OF A GATE AE2126'IN THE FENCE ACROSS THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2677 *********************************************************************** FX2677 DESIGNATION - MORGAN FX2677 PID - FX2677 FX2677 STATE/COUNTY- NC/PASQUOTANK FX2677 USGS QUAD - SOUTH MILLS (1982) FX2677 FX2677 *CURRENT SURVEY CONTROL FX2677 ___________________________________________________________________ FX2677* NAD 83(1986)- 36 25 03.01819(N) 076 20 56.78829(W) ADJUSTED FX2677* NAVD 88 - 4.452 (meters) 14.61 (feet) ADJUSTED FX2677 ___________________________________________________________________ FX2677 LAPLACE CORR- -5.83 (seconds) DEFLEC99 FX2677 GEOID HEIGHT- -36.92 (meters) GEOID99 FX2677 DYNAMIC HT - 4.449 (meters) 14.60 (feet) COMP FX2677 MODELED GRAV- 979,862.1 (mgal) NAVD 88 FX2677 FX2677 HORZ ORDER - FIRST FX2677 VERT ORDER - SECOND CLASS II FX2677 FX2677.The North Carolina/South Carolina HARNS have been completed but, FX2677.due to contractual restrictions, coordinates for these stations FX2677.will NOT be published in the near future. In the interim, the FX2677.published coordinates in North and South Carolina will not be FX2677.consistent with the Continuously Operating Reference Stations FX2677.(CORS). The HARN coordinates for these stations are available FX2677.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2677.Lapine(803-896-7700). FX2677. FX2677.In addition, the published North and South Carolina positions FX2677.(NAD 83 (1986)) are NOT consistent with those determined in FX2677.adjacent state readjustments. The discontinuity between stations FX2677.located in North or South Carolina and those in adjacent states FX2677.which have been adjusted to the HARN may be as much as 5 FX2677.decimeters. This will result in a significant loss of accuracy FX2677.over lines crossing such state borders. FX2677 FX2677 FX2677.The horizontal coordinates were established by GPS observations FX2677.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003. FX2677 FX2677.The orthometric height was determined by differential leveling FX2677.and adjusted by the National Geodetic Survey in June 1991. FX2677 FX2677.The Laplace correction was computed from DEFLEC99 derived deflections. FX2677 FX2677.The geoid height was determined by GEOID99. FX2677 FX2677.The dynamic height is computed by dividing the NAVD 88 FX2677.geopotential number by the normal gravity value computed on the FX2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2677.degrees latitude (g = 980.6199 gals.). FX2677 FX2677.The modeled gravity was interpolated from observed gravity values. FX2677 FX2677; North East Units Scale Converg. FX2677;SPC NC - 299,103.390 847,339.934 MT 1.00007967 +1 31 48.1 FX2677;UTM 18 - 4,031,102.941 379,048.922 MT 0.99978024 -0 48 03.7 FX2677 FX2677 SUPERSEDED SURVEY CONTROL FX2677 FX2677 NAD 83(1986)- 36 25 03.01726(N) 076 20 56.79159(W) AD( ) 2 FX2677 NAVD 88 (05/05/03) 4.45 (m) 14.6 (f) LEVELING 3 FX2677 NGVD 29 (11/01/90) 4.74 (m) 15.6 (f) LEVELING 3 FX2677 FX2677.Superseded values are not recommended for survey control. FX2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2677.See file dsdata.txt to determine how the superseded data were derived. FX2677 FX2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7904931103(NAD 83) FX2677_MARKER: DE = TRAVERSE STATION DISK FX2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2677_STAMPING: MORGAN 1978 FX2677_MARK LOGO: NCGS FX2677_PROJECTION: RECESSED 3 CENTIMETERS FX2677_MAGNETIC: N = NO MAGNETIC MATERIAL FX2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2677+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001 FX2677 FX2677 HISTORY - Date Condition Report By FX2677 HISTORY - 1978 MONUMENTED NCGS FX2677 HISTORY - 1978 GOOD NCGS FX2677 HISTORY - 1980 GOOD NCGS FX2677 HISTORY - 19940201 GOOD NCGS FX2677 HISTORY - 19940201 GOOD NCGS FX2677 HISTORY - 20011206 GOOD NCGS FX2677 FX2677 STATION DESCRIPTION FX2677 FX2677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS) FX2677'THE STATION IS LOCATED AT MORGANS CORNER AND APPROXIMATELY 10.8 MILES FX2677'NORTHWEST OF ELIZABETH CITY. FX2677' FX2677'THE STATION IS IN A GRASS TRIANGLE IN THE NORTHWEST QUADRANT OF THE FX2677'INTERSECTION OF US 17 AND US 158. FX2677' FX2677'STATION MARK IS A STANDARD DISK STAMPED---MORGAN 1978---SET IN TOP OF FX2677'A 12 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS FX2677'57.6 FEET WEST-NORTHWEST OF CENTERLINE OF SOUTH END OF TRAFFIC ISLAND FX2677'IN US 17, 35.4 FEET NORTHEAST OF CENTERLINE OF US 158, 73.3 FEET FX2677'SOUTH-SOUTHEAST OF SOUTH CORNER OF SHINGLED STORE, 23.4 FEET EAST- FX2677'SOUTHEAST OF TELEPHONE POLE 1-1/2 WITH REFERENCE TAG, 23.7 FEET FX2677'SOUTHWEST OF TRAFFIC LIGHT SUPPORT POLE WITH REFERENCE TAG AND 32.8 FX2677'FEET SOUTH-SOUTHWEST OF METAL SIGN POST. FX2677 FX2677 STATION RECOVERY (1978) FX2677 FX2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 FX2677'IN MORGANS CORNER. FX2677'IN THE GRASS TRIANGLE IN THE NORTHWEST QUADRANT OF THE JUNCTION OF FX2677'U.S. 17 AND U.S. 158. 57.6 FEET WEST-NORTHWEST OF CENTERLINE OF FX2677'SOUTH END OF TRAFFIC ISLAND IN U.S. 17, 35.4 FEET NORTHEAST OF FX2677'CENTERLINE OF U.S. 158, 73.3 FEET SOUTH-SOUTHEAST OF SOUTH FX2677'CORNER OF SHINGLED STORE BUILDING, 23.4 FEET EAST-SOUTHEAST OF FX2677'TELEPHONE POLE (1 1/2) WITH REFERENCE TAG, 23.7 FEET SOUTHWEST OF FX2677'POLE SUPPORTING TRAFFIC LIGHT WITH REFERENCE TAG AND 32.8 FEET FX2677'SOUTH-SOUTHWEST OF METAL SIGN POST. FX2677'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2677 FX2677 STATION RECOVERY (1980) FX2677 FX2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2677'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FX2677 FX2677 STATION RECOVERY (1994) FX2677 FX2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2677'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND FX2677'ADDITIONS. STATION IS IN A GRASS TRIANGLE IN THE NORTHWEST QUADRANT FX2677'OF THE INTERSECTION OF SR 1417 (MORGANS CORNER ROAD) AND US 158. MARK FX2677'IS ABOUT LEVEL WITH US 158 AND RECESSED 2 INCHES BELOW GROUND. LOCATED FX2677'36.0 FT (11.0 M) NORTHEAST OF THE CENTERLINE OF US 158, 3.2 FT (1.0 M) FX2677'NORTH OF THE BACK OF CURB, 58.0 FT (17.7 M) WEST-NORTHWEST OF THE FX2677'CENTER OF THE SOUTH END OF THE TRAFFIC ISLAND IN SR 1417 AND 24.1 FT FX2677'(7.3 M) SOUTHWEST OF A TRAFFIC LIGHT SUPPORT POLE. FX2677 FX2677 STATION RECOVERY (1994) FX2677 FX2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2677'RECOVERED IN GOOD CONDITION. DUE TO RELOCATION OF US 17, A NEW FX2677'DESCRIPTION FOLLOWS. FX2677'THE STATION IS IN A GRASS TRIANGLE IN THE NORTHWEST QUADRANT OF THE FX2677'INTERSECTION OF SR 1417 (MORGANS CORNER ROAD) AND US 158. FX2677'MARK IS ABOUT LEVEL WITH THE ROAD, AND RECESSED 2 INCHES BELOW THE FX2677'GROUND. LOCATED 58.0 FT (17.7 M) WEST-NORTHWEST OF CENTERLINE OF SR FX2677'1417, 36.0 FT (11.0 M) NORTHEAST OF CENTERLINE OF US 158, 3.2 FT (1.0 FX2677'M) NORTH OF THE BACK OF CURB, 73.3 FT (22.3 M) SOUTH-SOUTHEAST OF FX2677'SOUTH CORNER OF STORE, 24.0 FT (7.3 M) EAST-SOUTHEAST OF A TELEPHONE FX2677'POLE WITH REFERENCE TAG, 24.1 FT (7.3 M) SOUTHWEST OF A TRAFFIC LIGHT FX2677'SUPPORT POLE WITH REFERENCE TAG, AND 32.8 FT (10.0 M) SOUTH-SOUTHWEST FX2677'OF A METAL SIGN POST. FX2677 FX2677 STATION RECOVERY (2001) FX2677 FX2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) FX2677'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2688 *********************************************************************** FX2688 DESIGNATION - OUT FX2688 PID - FX2688 FX2688 STATE/COUNTY- NC/PASQUOTANK FX2688 USGS QUAD - LYNCHS CORNER (1982) FX2688 FX2688 *CURRENT SURVEY CONTROL FX2688 ___________________________________________________________________ FX2688* NAD 83(1986)- 36 25 55.07931(N) 076 27 06.86497(W) ADJUSTED FX2688* NAVD 88 - 6.255 (meters) 20.52 (feet) ADJUSTED FX2688 ___________________________________________________________________ FX2688 LAPLACE CORR- -3.64 (seconds) DEFLEC99 FX2688 GEOID HEIGHT- -36.64 (meters) GEOID99 FX2688 DYNAMIC HT - 6.250 (meters) 20.51 (feet) COMP FX2688 MODELED GRAV- 979,857.2 (mgal) NAVD 88 FX2688 FX2688 HORZ ORDER - SECOND FX2688 VERT ORDER - SECOND CLASS II FX2688 FX2688.The North Carolina/South Carolina HARNS have been completed but, FX2688.due to contractual restrictions, coordinates for these stations FX2688.will NOT be published in the near future. In the interim, the FX2688.published coordinates in North and South Carolina will not be FX2688.consistent with the Continuously Operating Reference Stations FX2688.(CORS). The HARN coordinates for these stations are available FX2688.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2688.Lapine(803-896-7700). FX2688. FX2688.In addition, the published North and South Carolina positions FX2688.(NAD 83 (1986)) are NOT consistent with those determined in FX2688.adjacent state readjustments. The discontinuity between stations FX2688.located in North or South Carolina and those in adjacent states FX2688.which have been adjusted to the HARN may be as much as 5 FX2688.decimeters. This will result in a significant loss of accuracy FX2688.over lines crossing such state borders. FX2688 FX2688 FX2688.The horizontal coordinates were established by classical geodetic methods FX2688.and adjusted by the National Geodetic Survey in January 1991. FX2688 FX2688.The orthometric height was determined by differential leveling FX2688.and adjusted by the National Geodetic Survey in June 1991. FX2688 FX2688.The Laplace correction was computed from DEFLEC99 derived deflections. FX2688 FX2688.The geoid height was determined by GEOID99. FX2688 FX2688.The dynamic height is computed by dividing the NAVD 88 FX2688.geopotential number by the normal gravity value computed on the FX2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2688.degrees latitude (g = 980.6199 gals.). FX2688 FX2688.The modeled gravity was interpolated from observed gravity values. FX2688 FX2688; North East Units Scale Converg. FX2688;SPC NC - 300,466.315 838,081.529 MT 1.00008486 +1 28 14.5 FX2688;UTM 18 - 4,032,840.965 369,856.290 MT 0.99980868 -0 51 44.5 FX2688 FX2688|---------------------------------------------------------------------| FX2688| PID Reference Object Distance Geod. Az | FX2688| dddmmss.s | FX2688| FX2687 13 MEA 163.650 METERS 10116 | FX2688|---------------------------------------------------------------------| FX2688 FX2688 SUPERSEDED SURVEY CONTROL FX2688 FX2688 NGVD 29 (01/18/91) 6.56 (m) 21.5 (f) LEVELING 3 FX2688 FX2688.Superseded values are not recommended for survey control. FX2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2688.See file dsdata.txt to determine how the superseded data were derived. FX2688 FX2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6985632841(NAD 83) FX2688_MARKER: DH = HORIZONTAL CONTROL DISK FX2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2688_STAMPING: OUT 1980 FX2688_MARK LOGO: NCGS FX2688_PROJECTION: RECESSED 13 CENTIMETERS FX2688_MAGNETIC: N = NO MAGNETIC MATERIAL FX2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2688+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994 FX2688 FX2688 HISTORY - Date Condition Report By FX2688 HISTORY - 1980 MONUMENTED NCGS FX2688 HISTORY - 1980 GOOD NCGS FX2688 HISTORY - 19940201 GOOD NCGS FX2688 FX2688 STATION DESCRIPTION FX2688 FX2688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2688'STATION IS LOCATED APPROXIMATELY 5.9 MILES WEST OF MORGANS CORNER AND FX2688'15.7 MILES NORTHWEST OF ELIZABETH CITY. FX2688' FX2688'TO REACH STATION FROM INTERSECTION OF US 17 WITH US 158 AT MORGANS FX2688'CORNER, PROCEED WEST ALONG US 158 FOR 6.05 MILES TO STATION IN RIGHT FX2688'SHOULDER, AND 0.1 MILE WEST OF SR 1367. FX2688' FX2688'STATION MARK IS A STANDARD DISK STAMPED---OUT 1980---SET IN TOP OF A FX2688'10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. MARK IS FX2688'16.4 FEET NORTH OF CENTERLINE OF HIGHWAY, 20.3 FEET SOUTHEAST OF FX2688'TELEPHONE POLE (146) WITH REFERENCE TAG, AND 2.8 FEET SOUTH OF WITNESS FX2688'POST. FX2688' FX2688'13 MEA IS A STANDARD USGS BENCH MARK DISK STAMPED---13 MEA 1976---SET FX2688'IN TOP OF A 6 INCH CONCRETE POST FLUSH WITH GROUND SURFACE. MARK IS FX2688'0.1 MILE EAST OF STATION, 32.9 FEET NORTHEAST OF CENTERLINE OF US 158, FX2688'50.6 FEET NORTHWEST OF CENTERLINE OF SR 1367, 2.4 FEET NORTHWEST OF FX2688'TELEPHONE POLE WITH REFERENCE TAG, 0.8 FOOT SOUTHEAST OF WITNESS POST, FX2688'AND 3.6 FEET NORTHWEST OF TELEPHONE PEDESTAL. FX2688 FX2688 STATION RECOVERY (1980) FX2688 FX2688'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2688'5.9 MI WEST FROM MORGANS CORNER. FX2688'6.05 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. 17 FX2688'AT MORGANS CORNER, IN HIGHWAY SHOULDER 0.1 MILE WEST OF SR 1367. FX2688'16.4 FEET NORTH OF CENTERLINE OF HIGHWAY, 20.3 FEET SOUTHEAST OF FX2688'TELEPHONE POLE (146) WITH REFERENCE TAG. FX2688'THE MARK IS 2.8 FT S FROM A WITNESS POST. FX2688'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2688 FX2688 STATION RECOVERY (1994) FX2688 FX2688'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2688'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS FX2688'RECESSED 12 INCHES BELOW THE GROUND. LOCATED 16.0 FT (4.9 M) FX2688'NORTH-NORTHEAST OF THE CENTERLINE OF US 158, 30 YARDS +/- FX2688'SOUTH-SOUTHEAST OF A 30-INCH +/- LONE PINE ACROSS CANAL--AND 24.5 FT FX2688'(7.5 M) SOUTH OF A 4-INCH WILD CHERRY, 26.8 FT (8.2 M) SOUTHWEST OF A FX2688'5-INCH WILD CHERRY--BOTH WITH REFERENCE TAGS. FX2688'THE TELEPHONE POLE AND WITNESS POST NO LONGER EXIST. FX2688'13 MEA WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2690 *********************************************************************** FX2690 DESIGNATION - POPLAR FX2690 PID - FX2690 FX2690 STATE/COUNTY- NC/PASQUOTANK FX2690 USGS QUAD - LYNCHS CORNER (1982) FX2690 FX2690 *CURRENT SURVEY CONTROL FX2690 ___________________________________________________________________ FX2690* NAD 83(1986)- 36 25 57.67667(N) 076 28 34.02436(W) ADJUSTED FX2690* NAVD 88 - 6.205 (meters) 20.36 (feet) ADJUSTED FX2690 ___________________________________________________________________ FX2690 LAPLACE CORR- -3.51 (seconds) DEFLEC99 FX2690 GEOID HEIGHT- -36.59 (meters) GEOID99 FX2690 DYNAMIC HT - 6.200 (meters) 20.34 (feet) COMP FX2690 MODELED GRAV- 979,854.7 (mgal) NAVD 88 FX2690 FX2690 HORZ ORDER - SECOND FX2690 VERT ORDER - SECOND CLASS II FX2690 FX2690.The North Carolina/South Carolina HARNS have been completed but, FX2690.due to contractual restrictions, coordinates for these stations FX2690.will NOT be published in the near future. In the interim, the FX2690.published coordinates in North and South Carolina will not be FX2690.consistent with the Continuously Operating Reference Stations FX2690.(CORS). The HARN coordinates for these stations are available FX2690.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2690.Lapine(803-896-7700). FX2690. FX2690.In addition, the published North and South Carolina positions FX2690.(NAD 83 (1986)) are NOT consistent with those determined in FX2690.adjacent state readjustments. The discontinuity between stations FX2690.located in North or South Carolina and those in adjacent states FX2690.which have been adjusted to the HARN may be as much as 5 FX2690.decimeters. This will result in a significant loss of accuracy FX2690.over lines crossing such state borders. FX2690 FX2690 FX2690.The horizontal coordinates were established by classical geodetic methods FX2690.and adjusted by the National Geodetic Survey in January 1991. FX2690 FX2690.The orthometric height was determined by differential leveling FX2690.and adjusted by the National Geodetic Survey in June 1991. FX2690 FX2690.The Laplace correction was computed from DEFLEC99 derived deflections. FX2690 FX2690.The geoid height was determined by GEOID99. FX2690 FX2690.The dynamic height is computed by dividing the NAVD 88 FX2690.geopotential number by the normal gravity value computed on the FX2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2690.degrees latitude (g = 980.6199 gals.). FX2690 FX2690.The modeled gravity was interpolated from observed gravity values. FX2690 FX2690; North East Units Scale Converg. FX2690;SPC NC - 300,490.898 835,909.037 MT 1.00008512 +1 27 24.2 FX2690;UTM 18 - 4,032,953.943 367,687.192 MT 0.99981569 -0 52 36.3 FX2690 FX2690 SUPERSEDED SURVEY CONTROL FX2690 FX2690 NGVD 29 (01/18/91) 6.52 (m) 21.4 (f) LEVELING 3 FX2690 FX2690.Superseded values are not recommended for survey control. FX2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2690.See file dsdata.txt to determine how the superseded data were derived. FX2690 FX2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6768732954(NAD 83) FX2690_MARKER: DH = HORIZONTAL CONTROL DISK FX2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2690_STAMPING: POPLAR 1980 FX2690_MARK LOGO: NCGS FX2690_PROJECTION: RECESSED 10 CENTIMETERS FX2690_MAGNETIC: N = NO MAGNETIC MATERIAL FX2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2690+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994 FX2690 FX2690 HISTORY - Date Condition Report By FX2690 HISTORY - 1980 MONUMENTED NCGS FX2690 HISTORY - 1980 GOOD NCGS FX2690 HISTORY - 19940627 GOOD NCGS FX2690 FX2690 STATION DESCRIPTION FX2690 FX2690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS) FX2690'STATION IS LOCATED APPROXIMATELY 7.2 MILES WEST OF MORGANS CORNER AND FX2690'16.8 MILES NORTHWEST OF ELIZABETH CITY. FX2690' FX2690'TO REACH STATION FROM INTERSECTION OF US 17 WITH US 158 AT MORGANS FX2690'CORNER, PROCEED WEST ALONG US 158 FOR 7.40 MILES TO STATION IN LEFT FX2690'SHOULDER ABOUT 50 YARDS WEST OF THE SOUTHWEST CORNER OF A LARGE FIELD FX2690'AND 0.25 MILE EAST OF PASQUOTANK-GATES COUNTY LINE. FX2690' FX2690'STATION MARK IS A STANDARD DISK STAMPED---POPLAR 1980---SET IN TOP OF FX2690'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. MARK IS FX2690'14.8 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 18.9 FEET NORTH OF 24 FX2690'INCH POPLAR WITH REFERENCE TAG, 87.5 FEET WEST OF WEST END OF PAVED FX2690'CONNECTION FOR FARM ROAD, 100.2 FEET NORTHWEST OF PROLONGATION OF FX2690'CENTERLINE OF FARM ROAD AND 24.4 FEET NORTHEAST OF 8 INCH GUM WITH FX2690'REFERENCE TAG. FX2690 FX2690 STATION RECOVERY (1980) FX2690 FX2690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2690'7.2 MI WEST FROM MORGANS CORNER. FX2690'7.40 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. 17 AT FX2690'MORGANS CORNER, IN HIGHWAY SHOULDER ABOUT 50 YARDS WEST OF SOUTHWEST FX2690'CORNER OF LARGE FIELD AND 0.25 MILE SOUTHEAST OF GATES/PASQUOTANK FX2690'COUNTY LINE. 14.8 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 100.2 FX2690'FEET NORTHWEST OF PROLONGATION OF CENTERLINE WOODS ROAD NORTH, FX2690'18.9 FEET NORTH OF 24 INCH POPLAR WITH REFERENCE TAG, 24.4 FEET FX2690'NORTHEAST OF 8 INCH GUM WITH REFERENCE TAG AND 87.5 FEET WEST OF FX2690'WEST END OF PAVED CONNECTOR FOR ROAD. FX2690'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FX2690 FX2690 STATION RECOVERY (1994) FX2690 FX2690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2690'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS FX2690'RECESSED 8 INCHES BELOW THE GROUND. LOCATED ABOUT 1-FOOT BELOW THE FX2690'SOUTH-SOUTHWEST EDGE OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0610 *********************************************************************** FX0610 DESIGNATION - R 176 FX0610 PID - FX0610 FX0610 STATE/COUNTY- NC/PASQUOTANK FX0610 USGS QUAD - ELIZABETH CITY (1982) FX0610 FX0610 *CURRENT SURVEY CONTROL FX0610 ___________________________________________________________________ FX0610* NAD 83(1986)- 36 15 39.18688(N) 076 11 13.01382(W) ADJUSTED FX0610* NAVD 88 - 3.139 (meters) 10.30 (feet) ADJUSTED FX0610 ___________________________________________________________________ FX0610 LAPLACE CORR- -6.84 (seconds) DEFLEC99 FX0610 GEOID HEIGHT- -37.67 (meters) GEOID99 FX0610 DYNAMIC HT - 3.137 (meters) 10.29 (feet) COMP FX0610 MODELED GRAV- 979,823.8 (mgal) NAVD 88 FX0610 FX0610 HORZ ORDER - FIRST FX0610 VERT ORDER - FIRST CLASS I FX0610 FX0610.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX0610 FX0610.The North Carolina/South Carolina HARNS have been completed but, FX0610.due to contractual restrictions, coordinates for these stations FX0610.will NOT be published in the near future. In the interim, the FX0610.published coordinates in North and South Carolina will not be FX0610.consistent with the Continuously Operating Reference Stations FX0610.(CORS). The HARN coordinates for these stations are available FX0610.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX0610.Lapine(803-896-7700). FX0610. FX0610.In addition, the published North and South Carolina positions FX0610.(NAD 83 (1986)) are NOT consistent with those determined in FX0610.adjacent state readjustments. The discontinuity between stations FX0610.located in North or South Carolina and those in adjacent states FX0610.which have been adjusted to the HARN may be as much as 5 FX0610.decimeters. This will result in a significant loss of accuracy FX0610.over lines crossing such state borders. FX0610 FX0610 FX0610.The horizontal coordinates were established by GPS observations FX0610.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. FX0610 FX0610.The orthometric height was determined by differential leveling FX0610.and adjusted by the National Geodetic Survey in June 1991. FX0610 FX0610.The Laplace correction was computed from DEFLEC99 derived deflections. FX0610 FX0610.The geoid height was determined by GEOID99. FX0610 FX0610.The dynamic height is computed by dividing the NAVD 88 FX0610.geopotential number by the normal gravity value computed on the FX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0610.degrees latitude (g = 980.6199 gals.). FX0610 FX0610.The modeled gravity was interpolated from observed gravity values. FX0610 FX0610; North East Units Scale Converg. FX0610;SPC NC - 282,130.307 862,371.480 MT 1.00002766 +1 37 25.0 FX0610;UTM 18 - 4,013,538.359 393,374.315 MT 0.99974008 -0 42 07.6 FX0610 FX0610 SUPERSEDED SURVEY CONTROL FX0610 FX0610 NAVD 88 (10/17/03) 3.14 (m) 10.3 (f) LEVELING 3 FX0610 NGVD 29 (??/??/92) 3.421 (m) 11.22 (f) ADJ UNCH 1 1 FX0610 FX0610.Superseded values are not recommended for survey control. FX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0610.See file dsdata.txt to determine how the superseded data were derived. FX0610 FX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9337413538(NAD 83) FX0610_MARKER: DB = BENCH MARK DISK FX0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0610_STAMPING: R 176 1963 FX0610_MARK LOGO: CGS FX0610_MAGNETIC: O = OTHER; SEE DESCRIPTION FX0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0610+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX0610 FX0610 HISTORY - Date Condition Report By FX0610 HISTORY - 1963 MONUMENTED CGS FX0610 HISTORY - 1978 GOOD USGS FX0610 HISTORY - 19940413 GOOD NCGS FX0610 HISTORY - 19940413 GOOD NCGS FX0610 HISTORY - 19961216 GOOD NCGS FX0610 FX0610 STATION DESCRIPTION FX0610 FX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 FX0610'3.3 MI SE FROM ELIZABETH CITY. FX0610'ABOUT 3.3 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 168 FX0610'FROM THE JUNCTION OF ROANOKE AVENUE AT ELIZABETH CITY, AT THE FX0610'MAIN ENTRANCE TO THE COAST GUARD AIR STATION, 117 FEET NORTHEAST FX0610'OF CENTER LINE OF HIGHWAY, 34 FEET SOUTHEAST OF SOUTH CORNER FX0610'OF SENTRY HOUSE, 20 FEET SOUTHEAST OF CENTER LINE OF SOUTHEAST FX0610'ONE OF TWO LANES LEADING NORTHEAST TO AIR FIELD, 3 FEET NORTHEAST FX0610'OF A WIRE FENCE LINE, 1/2 FOOT ABOVE LEVEL OF ROAD TO AIR FIELD, FX0610'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. FX0610 FX0610 STATION RECOVERY (1978) FX0610 FX0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 FX0610'RECOVERED IN GOOD CONDITION. FX0610 FX0610 STATION RECOVERY (1994) FX0610 FX0610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0610'PROCEED ALONG NC 34 FOR 3.3 MI (5.3 KM) SOUTHEAST FROM US 17 BUSINESS FX0610'(IN ELIZABETH CITY) TO THE MAIN ENTRANCE OF THE US COAST GUARD AIR FX0610'BASE, THENCE NORTHEAST ALONG MAIN ENTRANCE ROAD FOR 0.15 MI (0.24 KM) FX0610'TO SENTRY HOUSE. CONTINUE ALONG MAIN ROAD FOR 0.3 MI (0.5 KM) TO FX0610'ABANDONED ROAD LEADING SOUTHWEST, THENCE SOUTHWEST ALONG ABANDONED FX0610'ROAD FOR 0.25 MI (0.40 KM) TO STATION NEAR OLD MAIN ENTRANCE SENTRY FX0610'HOUSE (ONLY FOUNDATION REMAINS). MARK IS ABOUT 1/2-FOOT HIGHER THAN FX0610'THE ROAD AND PROJECTS 6 INCHES ABOVE GROUND. LOCATED APPROXIMATELY 120 FX0610'FT (36.6 M) NORTHEAST OF NC 34, 20.0 FT (6.1 M) SOUTHEAST OF THE FX0610'CENTERLINE OF THE SOUTHEASTERN MOST OF TWO LANES LEADING NORTHEAST FX0610'ONTO BASE, 34.0 FT (10.4 M) EAST-SOUTHEAST OF THE SOUTH CORNER OF OLD FX0610'SENTRY HOUSE FOUNDATION, 84.8 FT (25.8 M) NORTHEAST OF WOVEN WIRE FX0610'FENCE LINE, AND 76.5 FT (23.3 M) SOUTHEAST OF A MANHOLE. FX0610 FX0610 STATION RECOVERY (1994) FX0610 FX0610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0610'STATION FOUND IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND FX0610'ADDITIONS TO THE DESCRIPTION. FX0610'PROCEED ALONG NC 34 FOR 3.3 MI (5.3 KM) SOUTHEAST FROM US 17 BUSINESS FX0610'(IN ELIZABETH CITY) TO THE MAIN ENTRANCE OF THE US COAST GUARD AIR FX0610'BASE, THENCE NORTHEAST ALONG MAIN ENTRANCE ROAD FOR 0.15 MI (0.24 KM) FX0610'TO SENTRY HOUSE. CONTINUE ALONG MAIN ROAD FOR 0.3 MI (0.5 KM) TO FX0610'ABANDONED ROAD LEADING SOUTHWEST, THENCE SOUTHWEST ALONG ABANDONED FX0610'ROAD FOR 0.25 MI (0.40 KM) TO STATION NEAR OLD MAIN ENTRANCE SENTRY FX0610'HOUSE (ONLY FOUNDATION REMAINS). FX0610'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE ROAD AND PROJECTS 6 INCHES FX0610'ABOVE GROUND. LOCATED APPROXIMATELY 120 FT (36.6 M) NORTHEAST OF NC FX0610'34, 20.0 FT (6.1 M) SOUTHEAST OF THE CENTERLINE OF THE SOUTHEASTERN FX0610'MOST OF TWO LANES LEADING NORTHEAST ONTO BASE, 34.0 FT (10.4 M) FX0610'EAST-SOUTHEAST OF THE SOUTH CORNER OF OLD SENTRY HOUSE FOUNDATION, FX0610'84.8 FT (25.8 M) NORTHEAST OF WOVEN WIRE FENCE LINE, AND 76.5 FT (23.3 FX0610'M) SOUTHEAST OF A MANHOLE. FX0610 FX0610 STATION RECOVERY (1996) FX0610 FX0610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX0610'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0612 *********************************************************************** FX0612 DESIGNATION - S 176 FX0612 PID - FX0612 FX0612 STATE/COUNTY- NC/PASQUOTANK FX0612 USGS QUAD - ELIZABETH CITY (1982) FX0612 FX0612 *CURRENT SURVEY CONTROL FX0612 ___________________________________________________________________ FX0612* NAD 83(1986)- 36 15 38. (N) 076 10 43. (W) SCALED FX0612* NAVD 88 - 3.438 (meters) 11.28 (feet) ADJUSTED FX0612 ___________________________________________________________________ FX0612 GEOID HEIGHT- -37.70 (meters) GEOID99 FX0612 DYNAMIC HT - 3.436 (meters) 11.27 (feet) COMP FX0612 MODELED GRAV- 979,822.4 (mgal) NAVD 88 FX0612 FX0612 VERT ORDER - FIRST CLASS I FX0612 FX0612.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX0612 FX0612.The horizontal coordinates were scaled from a topographic map and have FX0612.an estimated accuracy of +/- 6 seconds. FX0612 FX0612.The orthometric height was determined by differential leveling FX0612.and adjusted by the National Geodetic Survey in June 1991. FX0612 FX0612.The geoid height was determined by GEOID99. FX0612 FX0612.The dynamic height is computed by dividing the NAVD 88 FX0612.geopotential number by the normal gravity value computed on the FX0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0612.degrees latitude (g = 980.6199 gals.). FX0612 FX0612.The modeled gravity was interpolated from observed gravity values. FX0612 FX0612; North East Units Estimated Accuracy FX0612;SPC NC - 282,120. 863,120. MT (+/- 180 meters Scaled) FX0612 FX0612 SUPERSEDED SURVEY CONTROL FX0612 FX0612 NGVD 29 (??/??/92) 3.720 (m) 12.20 (f) ADJ UNCH 1 1 FX0612 FX0612.Superseded values are not recommended for survey control. FX0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0612.See file dsdata.txt to determine how the superseded data were derived. FX0612 FX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF941134(NAD 83) FX0612_MARKER: DB = BENCH MARK DISK FX0612_SETTING: 34 = SET VERTICALLY IN CONCRETE WALL FX0612_STAMPING: S 176 1963 FX0612_MARK LOGO: CGS FX0612_MAGNETIC: N = NO MAGNETIC MATERIAL FX0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0612+STABILITY: SURFACE MOTION FX0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX0612+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1994 FX0612 FX0612 HISTORY - Date Condition Report By FX0612 HISTORY - 1963 MONUMENTED CGS FX0612 HISTORY - 1978 GOOD USGS FX0612 HISTORY - 19940413 SEE DESCRIPTION NCGS FX0612 FX0612 STATION DESCRIPTION FX0612 FX0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 FX0612'AT ELIZABETH CITY. FX0612'AT ELIZABETH CITY, AT THE COAST GUARD AIR STATION, SET VERTICALLY FX0612'IN THE NORTHWEST CONCRETE FACE OF HANGER BUILDING 6 SUPPORTING FX0612'CONTROL TOWER, 116.5 FEET SOUTHEAST OF EAST CORNER OF BUILDING 15, FX0612'50 FEET NORTHEAST OF CENTER LINE OF BLACK TOP STREET, 1 FOOT FX0612'NORTHEAST OF WEST CORNER OF BUILDING, AND 2.6 FEET ABOVE LEVEL FX0612'OF GROUND. FX0612 FX0612 STATION RECOVERY (1978) FX0612 FX0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 FX0612'RECOVERED IN GOOD CONDITION. FX0612 FX0612 STATION RECOVERY (1994) FX0612 FX0612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0612'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. FX0612'STATION IS LOCATED AT THE US COAST GUARD BASE ABOUT 4.0 MI (6.4 KM) FX0612'SOUTHEAST OF ELIZABETH CITY. FX0612'MARK WAS REPORTED BY THE FACILITY ENGINEER TO STILL BE IN PLACE BUT FX0612'INACCESSIBLE DUE TO BUILDING ADDITION. THIS WAS CONFIRMED BY NCGS THIS FX0612'DATE. BUILDING 6 IS NOW BUILDING 49. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2599 *********************************************************************** FX2599 DESIGNATION - S 176 RESET FX2599 PID - FX2599 FX2599 STATE/COUNTY- NC/PASQUOTANK FX2599 USGS QUAD - ELIZABETH CITY (1982) FX2599 FX2599 *CURRENT SURVEY CONTROL FX2599 ___________________________________________________________________ FX2599* NAD 83(1986)- 36 15 51.27056(N) 076 10 33.60320(W) ADJUSTED FX2599* NAVD 88 - 2.582 (meters) 8.47 (feet) ADJUSTED FX2599 ___________________________________________________________________ FX2599 LAPLACE CORR- -6.86 (seconds) DEFLEC99 FX2599 GEOID HEIGHT- -37.71 (meters) GEOID99 FX2599 DYNAMIC HT - 2.580 (meters) 8.46 (feet) COMP FX2599 MODELED GRAV- 979,822.4 (mgal) NAVD 88 FX2599 FX2599 HORZ ORDER - SECOND FX2599 VERT ORDER - SECOND CLASS II FX2599 FX2599.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX2599 FX2599.The North Carolina/South Carolina HARNS have been completed but, FX2599.due to contractual restrictions, coordinates for these stations FX2599.will NOT be published in the near future. In the interim, the FX2599.published coordinates in North and South Carolina will not be FX2599.consistent with the Continuously Operating Reference Stations FX2599.(CORS). The HARN coordinates for these stations are available FX2599.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2599.Lapine(803-896-7700). FX2599. FX2599.In addition, the published North and South Carolina positions FX2599.(NAD 83 (1986)) are NOT consistent with those determined in FX2599.adjacent state readjustments. The discontinuity between stations FX2599.located in North or South Carolina and those in adjacent states FX2599.which have been adjusted to the HARN may be as much as 5 FX2599.decimeters. This will result in a significant loss of accuracy FX2599.over lines crossing such state borders. FX2599 FX2599 FX2599.The horizontal coordinates were established by classical geodetic methods FX2599.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. FX2599 FX2599.The orthometric height was determined by differential leveling FX2599.and adjusted by the National Geodetic Survey in September 1997. FX2599 FX2599.The Laplace correction was computed from DEFLEC99 derived deflections. FX2599 FX2599.The geoid height was determined by GEOID99. FX2599 FX2599.The dynamic height is computed by dividing the NAVD 88 FX2599.geopotential number by the normal gravity value computed on the FX2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2599.degrees latitude (g = 980.6199 gals.). FX2599 FX2599.The modeled gravity was interpolated from observed gravity values. FX2599 FX2599; North East Units Scale Converg. FX2599;SPC NC - 282,530.555 863,344.312 MT 1.00002869 +1 37 47.7 FX2599;UTM 18 - 4,013,898.696 394,362.302 MT 0.99973749 -0 41 44.5 FX2599 FX2599 SUPERSEDED SURVEY CONTROL FX2599 FX2599 NAVD 88 (10/17/03) 2.54 (m) 8.3 (f) LEVELING 3 FX2599 NGVD 29 (02/01/00) 2.86 (m) 9.4 (f) RESET 3 FX2599 FX2599.Superseded values are not recommended for survey control. FX2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2599.See file dsdata.txt to determine how the superseded data were derived. FX2599 FX2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9436213899(NAD 83) FX2599_MARKER: DB = BENCH MARK DISK FX2599_SETTING: 34 = CONCRETE WATER VALVE PIT FX2599_STAMPING: S 176 RESET 1977 FX2599_MARK LOGO: NGS FX2599_MAGNETIC: N = NO MAGNETIC MATERIAL FX2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2599+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX2599 FX2599 HISTORY - Date Condition Report By FX2599 HISTORY - 1977 MONUMENTED NGS FX2599 HISTORY - 19940413 GOOD NCGS FX2599 HISTORY - 19940413 GOOD NCGS FX2599 HISTORY - 19961216 GOOD NCGS FX2599 FX2599 STATION DESCRIPTION FX2599 FX2599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FX2599'3.5 MI SE FROM ELIZABETH CITY. FX2599'AT THE ELIZABETH CITY COAST GUARD AIR STATION, 94.5 FEET SOUTHWEST FX2599'OF SOUTHWEST CORNER OF BUILDING NUMBER 53, 41 FEET SOUTHWEST OF THE FX2599'CENTERLINE OF BLACKTOP ROAD, 7 FEET SOUTHWEST OF SOUTHEAST CORNER AND FX2599'2.5 FEET NORTHEAST OF SOUTHWEST CORNER OF A 9.5 BY 5 FOOT CEMENT FX2599'WATER VALVE PIT WHICH IS ABOUT 2 FEET HIGH, IN THE TOP OF THE FX2599'CONCRETE PIT. S 176 1963 WAS LEFT IN PLACE AS IT MAY BE ONLY COVERED FX2599'AND NOT DISTURBED FROM ADDITION TO BUILDING. FX2599 FX2599 STATION RECOVERY (1994) FX2599 FX2599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2599'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND FX2599'ADDITIONS TO THE DESCRIPTION. PROCEED ALONG MAIN ENTRANCE ROAD FOR FX2599'0.15 MI (0.24 KM) TO BASE SENTRY HOUSE, CONTINUE ALONG MAIN ROAD FOR FX2599'1.35 MI (2.17 KM) TO WATER VALVE PIT AND STATION IN THE TOP OF THE 9 FX2599'BY 5 BY 2-FOOT HIGH CONCRETE WATER VALVE PIT. MARK IS ABOUT 2-FEET FX2599'HIGHER THAN THE ROAD AND IS FLUSH WITH THE TOP OF THE VALVE PIT. FX2599'LOCATED 41.0 FT (12.5 M) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 93.9 FX2599'FT (28.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 53, 2.3 FT FX2599'(0.7 M) NORTHEAST OF THE SOUTH CORNER OF VALVE PIT, 0.3 FT (9.1 CM) FX2599'NORTHWEST OF THE SOUTHEAST SIDE OF VALVE PIT, AND 6.7 FT (2.0 M) FX2599'SOUTHWEST OF THE EAST CORNER OF VALVE PIT. FX2599 FX2599 STATION RECOVERY (1994) FX2599 FX2599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX2599'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND FX2599'ADDITIONS TO THE DESCRIPTION. FX2599'PROCEED ALONG MAIN ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO BASE SENTRY FX2599'HOUSE, CONTINUE ALONG MAIN ROAD FOR 1.35 MI (2.17 KM) TO WATER VALVE FX2599'PIT AND STATION IN THE TOP OF THE 9 BY 5 BY 2-FOOT HIGH CONCRETE WATER FX2599'VALVE PIT. FX2599'MARK IS ABOUT 2-FEET HIGHER THAN THE ROAD AND IS FLUSH WITH THE TOP OF FX2599'THE VALVE PIT. LOCATED 41.0 FT (12.5 M) SOUTHWEST OF THE CENTERLINE OF FX2599'THE ROAD, 93.9 FT (28.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF FX2599'BUILDING 53, 2.3 FT (0.7 M) NORTHEAST OF THE SOUTH CORNER OF VALVE FX2599'PIT, 0.3 FT (9.1 CM) NORTHWEST OF THE SOUTHEAST SIDE OF VALVE PIT, AND FX2599'6.7 FT (2.0 M) SOUTHWEST OF THE EAST CORNER OF VALVE PIT. FX2599 FX2599 STATION RECOVERY (1996) FX2599 FX2599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX2599'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0611 *********************************************************************** FX0611 DESIGNATION - T 176 FX0611 PID - FX0611 FX0611 STATE/COUNTY- NC/PASQUOTANK FX0611 USGS QUAD - ELIZABETH CITY (1982) FX0611 FX0611 *CURRENT SURVEY CONTROL FX0611 ___________________________________________________________________ FX0611* NAD 83(1986)- 36 15 52.16935(N) 076 11 01.29551(W) ADJUSTED FX0611* NAVD 88 - 2.317 (meters) 7.60 (feet) ADJUSTED FX0611 ___________________________________________________________________ FX0611 LAPLACE CORR- -6.84 (seconds) DEFLEC99 FX0611 GEOID HEIGHT- -37.68 (meters) GEOID99 FX0611 DYNAMIC HT - 2.315 (meters) 7.60 (feet) COMP FX0611 MODELED GRAV- 979,823.5 (mgal) NAVD 88 FX0611 FX0611 HORZ ORDER - THIRD FX0611 VERT ORDER - FIRST CLASS I FX0611 FX0611.This mark is at Elizabeth City C G Air Station Mun Airport (ECG) FX0611 FX0611.The North Carolina/South Carolina HARNS have been completed but, FX0611.due to contractual restrictions, coordinates for these stations FX0611.will NOT be published in the near future. In the interim, the FX0611.published coordinates in North and South Carolina will not be FX0611.consistent with the Continuously Operating Reference Stations FX0611.(CORS). The HARN coordinates for these stations are available FX0611.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX0611.Lapine(803-896-7700). FX0611. FX0611.In addition, the published North and South Carolina positions FX0611.(NAD 83 (1986)) are NOT consistent with those determined in FX0611.adjacent state readjustments. The discontinuity between stations FX0611.located in North or South Carolina and those in adjacent states FX0611.which have been adjusted to the HARN may be as much as 5 FX0611.decimeters. This will result in a significant loss of accuracy FX0611.over lines crossing such state borders. FX0611 FX0611 FX0611.The horizontal coordinates were established by classical geodetic methods FX0611.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. FX0611 FX0611.The orthometric height was determined by differential leveling FX0611.and adjusted by the National Geodetic Survey in June 1991. FX0611 FX0611.The Laplace correction was computed from DEFLEC99 derived deflections. FX0611 FX0611.The geoid height was determined by GEOID99. FX0611 FX0611.The dynamic height is computed by dividing the NAVD 88 FX0611.geopotential number by the normal gravity value computed on the FX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0611.degrees latitude (g = 980.6199 gals.). FX0611 FX0611.The modeled gravity was interpolated from observed gravity values. FX0611 FX0611; North East Units Scale Converg. FX0611;SPC NC - 282,538.613 862,652.540 MT 1.00002877 +1 37 31.8 FX0611;UTM 18 - 4,013,934.809 393,671.627 MT 0.99973930 -0 42 00.9 FX0611 FX0611 SUPERSEDED SURVEY CONTROL FX0611 FX0611 NAVD 88 (10/17/03) 2.31 (m) 7.6 (f) LEVELING 3 FX0611 NGVD 29 (??/??/92) 2.599 (m) 8.53 (f) ADJ UNCH 1 1 FX0611 FX0611.Superseded values are not recommended for survey control. FX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0611.See file dsdata.txt to determine how the superseded data were derived. FX0611 FX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9367213935(NAD 83) FX0611_MARKER: DB = BENCH MARK DISK FX0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0611_STAMPING: T 176 1963 FX0611_MARK LOGO: CGS FX0611_MAGNETIC: O = OTHER; SEE DESCRIPTION FX0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0611+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996 FX0611 FX0611 HISTORY - Date Condition Report By FX0611 HISTORY - 1963 MONUMENTED CGS FX0611 HISTORY - 1978 GOOD USGS FX0611 HISTORY - 19940413 GOOD NCGS FX0611 HISTORY - 19940413 GOOD NCGS FX0611 HISTORY - 19961216 GOOD NCGS FX0611 FX0611 STATION DESCRIPTION FX0611 FX0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 FX0611'AT ELIZABETH CITY. FX0611'AT ELIZABETH CITY, AT THE COAST GUARD AIR STATION, 101 FEET NORTH FX0611'OF NORTH CORNER OF HANGAR BUILDING 68, 65 FEET SOUTHEAST OF CENTER FX0611'LINE OF BLACK TOP STREET, 50 FEET NORTHWEST OF NORTHWEST EDGE OF FX0611'PAVED PLANE PARKING AREA, 41 FEET SOUTHWEST OF SOUTH CORNER OF FX0611'WEATHER STATION BUILDING, 26.5 FEET EAST OF SOUTHWEST END OF A FX0611'1 1/2 FOOT HIGH PICKET FENCE, 4 FEET SOUTHWEST OF A TELEPHONE POLE, FX0611'ABOUT LEVEL WITH STREET, AND SET IN THE TOP OF A CONCRETE POST FX0611'PROJECTING 2 INCHES. FX0611 FX0611 STATION RECOVERY (1978) FX0611 FX0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 FX0611'THE NUMBER OF "HANGAR BUILDING 68" HAS BEEN CHANGED TO "3" THE FX0611'"WEATHER STATION BUILDING" NOW HOUSE THE BASE SECURITY OFFICE BUT THE FX0611'BUILDING IS SOON TO BE DEMOLISHED , THE PICKET FENCE AND TELEPHONE FX0611'POLE HAVE BEEN REMOVED, AND THE MARK IS 61.6 FEET WEST OF THE WEST FX0611'CORNER OF BUILDING 4 (NOW UNDER CONSTRUCTION). FX0611 FX0611 STATION RECOVERY (1994) FX0611 FX0611'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0611'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. HANGAR 3 AND THE FX0611'WEATHER STATION BUILDING HAVE BEEN DEMOLISHED. STATION IS LOCATED FX0611'ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF ELIZABETH CITY AT THE US COAST FX0611'GUARD AIR BASE. PROCEED ALONG MAIN ENTRANCE ROAD FOR 0.15 MI (0.24 KM) FX0611'TO SENTRY HOUSE, CONTINUE ON MAIN ROAD FOR 0.4 MI (0.6 KM) TO STATION FX0611'ON THE RIGHT IN THE CENTER OF A FLOWER BED. MARK IS ABOUT LEVEL WITH FX0611'THE ROAD AND IS RECESSED 2 INCHES BELOW THE GROUND. LOCATED 62.0 FT FX0611'(18.9 M) SOUTHEAST OF THE CENTERLINE OF MAIN ROAD, 50.0 FT (15.2 M) FX0611'NORTHWEST OF THE NORTHWEST EDGE OF PAVED PARKING AREA, 61.6 FT (18.8 FX0611'M) WEST OF THE WEST CORNER OF BUILDING NO. 4, AND 118.0 FT (36.0 M) FX0611'SOUTH OF A FIRE HYDRANT ACROSS THE ROAD. FX0611 FX0611 STATION RECOVERY (1994) FX0611 FX0611'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX0611'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. HANGAR 3 AND THE FX0611'WEATHER STATION BUILDING HAVE BEEN DEMOLISHED. FX0611'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF ELIZABETH CITY FX0611'AT THE US COAST GUARD AIR BASE. FX0611'PROCEED ALONG MAIN ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO SENTRY FX0611'HOUSE, CONTINUE ON MAIN ROAD FOR 0.4 MI (0.6 KM) TO STATION ON THE FX0611'RIGHT IN THE CENTER OF A FLOWER BED. FX0611'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE FX0611'GROUND. LOCATED 62.0 FT (18.9 M) SOUTHEAST OF THE CENTERLINE OF MAIN FX0611'ROAD, 50.0 FT (15.2 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVED FX0611'PARKING AREA, 61.6 FT (18.8 M) WEST OF THE WEST CORNER OF BUILDING NO. FX0611'4, AND 118.0 FT (36.0 M) SOUTH OF A FIRE HYDRANT ACROSS THE ROAD. FX0611 FX0611 STATION RECOVERY (1996) FX0611 FX0611'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) FX0611'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4519 *********************************************************************** FX4519 DESIGNATION - VILLE FX4519 PID - FX4519 FX4519 STATE/COUNTY- NC/PASQUOTANK FX4519 USGS QUAD - WEEKSVILLE (1982) FX4519 FX4519 *CURRENT SURVEY CONTROL FX4519 ___________________________________________________________________ FX4519* NAD 83(1986)- 36 11 00.63335(N) 076 09 22.68274(W) ADJUSTED FX4519* NAVD 88 - 2. (meters) 7. (feet) VERTCON FX4519 ___________________________________________________________________ FX4519 LAPLACE CORR- -6.83 (seconds) DEFLEC99 FX4519 GEOID HEIGHT- -37.89 (meters) GEOID99 FX4519 FX4519 HORZ ORDER - SECOND FX4519 FX4519.The North Carolina/South Carolina HARNS have been completed but, FX4519.due to contractual restrictions, coordinates for these stations FX4519.will NOT be published in the near future. In the interim, the FX4519.published coordinates in North and South Carolina will not be FX4519.consistent with the Continuously Operating Reference Stations FX4519.(CORS). The HARN coordinates for these stations are available FX4519.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX4519.Lapine(803-896-7700). FX4519. FX4519.In addition, the published North and South Carolina positions FX4519.(NAD 83 (1986)) are NOT consistent with those determined in FX4519.adjacent state readjustments. The discontinuity between stations FX4519.located in North or South Carolina and those in adjacent states FX4519.which have been adjusted to the HARN may be as much as 5 FX4519.decimeters. This will result in a significant loss of accuracy FX4519.over lines crossing such state borders. FX4519 FX4519 FX4519.The horizontal coordinates were established by classical geodetic methods FX4519.and adjusted by the National Geodetic Survey in November 1990. FX4519 FX4519.The NAVD 88 height was computed by applying the VERTCON shift value to FX4519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4519 FX4519.The Laplace correction was computed from DEFLEC99 derived deflections. FX4519 FX4519.The geoid height was determined by GEOID99. FX4519 FX4519; North East Units Scale Converg. FX4519;SPC NC - 273,626.274 865,370.524 MT 1.00000474 +1 38 28.7 FX4519;UTM 18 - 4,004,922.077 396,025.182 MT 0.99973320 -0 40 57.8 FX4519 FX4519 SUPERSEDED SURVEY CONTROL FX4519 FX4519 NGVD 29 (11/01/90) 2. (m) 7. (f) VERT ANG FX4519 FX4519.Superseded values are not recommended for survey control. FX4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4519.See file dsdata.txt to determine how the superseded data were derived. FX4519 FX4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9602504922(NAD 83) FX4519_MARKER: DH = HORIZONTAL CONTROL DISK FX4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4519_STAMPING: VILLE 1981 FX4519_MARK LOGO: NCGS FX4519_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FX4519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4519+STABILITY: SURFACE MOTION FX4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4519+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1994 FX4519 FX4519 HISTORY - Date Condition Report By FX4519 HISTORY - 1981 MONUMENTED NCGS FX4519 HISTORY - 19940202 GOOD NCGS FX4519 FX4519 STATION DESCRIPTION FX4519 FX4519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LSF) FX4519'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTH OF WEEKSVILLE FX4519'AND 8.7 MILES SOUTH-SOUTHEAST OF ELIZABETH CITY. FX4519' FX4519'TO REACH THE STATION FROM THE INTERSECTION OF NC 34 AND SR 1103 IN FX4519'WEEKSVILLE, PROCEED SOUTHERLY ALONG SR 1103 FOR 1.8 MILES TO SR 1114 FX4519'ON RIGHT AND STATION IN LEFT SHOULDER ON PROLONGATION OF CENTERLINE FX4519'OF SR 1114. FX4519' FX4519'STATION MARK IS A STANDARD DISK STAMPED---VILLE 1981---SET IN TOP OF FX4519'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS FX4519'12.3 FEET EAST-SOUTHEAST OF CENTERLINE OF SR 1103, 17.9 FEET NORTHWEST FX4519'OF TELEPHONE POLE 39 WITH REFERENCE TAG, 72.2 FEET SOUTH OF POWER FX4519'POLE 25 WITH REFERENCE TAG AND 59.8 FEET EAST OF --STOP-- SIGN POST. FX4519 FX4519 STATION RECOVERY (1994) FX4519 FX4519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) FX4519'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS FX4519'RECESSED 9 INCHES BELOW THE GROUND. LOCATED 17.9 FT (5.5 M) NORTHWEST FX4519'OF TELEPHONE POLE 47 WITH REFERENCE TAG. THE LINE OF SIGHT TO FINDER FX4519'IS OPEN.