1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1807 *********************************************************************** EA1807 DESIGNATION - BEAUFORT ME CHURCH SPIRE EA1807 PID - EA1807 EA1807 STATE/COUNTY- NC/CARTERET EA1807 USGS QUAD - BEAUFORT (1987) EA1807 EA1807 *CURRENT SURVEY CONTROL EA1807 ___________________________________________________________________ EA1807* NAD 83(1986)- 34 43 04.69824(N) 076 39 49.02552(W) ADJUSTED EA1807* NAVD 88 - EA1807 ___________________________________________________________________ EA1807 LAPLACE CORR- -0.95 (seconds) DEFLEC99 EA1807 GEOID HEIGHT- -37.47 (meters) GEOID99 EA1807 EA1807 HORZ ORDER - THIRD EA1807 EA1807.The North Carolina/South Carolina HARNS have been completed but, EA1807.due to contractual restrictions, coordinates for these stations EA1807.will NOT be published in the near future. In the interim, the EA1807.published coordinates in North and South Carolina will not be EA1807.consistent with the Continuously Operating Reference Stations EA1807.(CORS). The HARN coordinates for these stations are available EA1807.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1807.Lapine(803-896-7700). EA1807. EA1807.In addition, the published North and South Carolina positions EA1807.(NAD 83 (1986)) are NOT consistent with those determined in EA1807.adjacent state readjustments. The discontinuity between stations EA1807.located in North or South Carolina and those in adjacent states EA1807.which have been adjusted to the HARN may be as much as 5 EA1807.decimeters. This will result in a significant loss of accuracy EA1807.over lines crossing such state borders. EA1807 EA1807 EA1807.The horizontal coordinates were established by classical geodetic methods EA1807.and adjusted by the National Geodetic Survey in July 1986. EA1807 EA1807 EA1807.The Laplace correction was computed from DEFLEC99 derived deflections. EA1807 EA1807.The geoid height was determined by GEOID99. EA1807 EA1807; North East Units Scale Converg. EA1807;SPC NC - 109,896.346 823,576.653 MT 0.99991569 +1 20 54.6 EA1807;UTM 18 - 3,843,027.707 347,665.477 MT 0.99988602 -0 56 51.6 EA1807 EA1807 SUPERSEDED SURVEY CONTROL EA1807 EA1807 NAD 27 - 34 43 04.11507(N) 076 39 50.27821(W) AD( ) 3 EA1807 EA1807.Superseded values are not recommended for survey control. EA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1807.See file dsdata.txt to determine how the superseded data were derived. EA1807 EA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4766543028(NAD 83) EA1807_MARKER: 90 = CHURCH SPIRE EA1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1807+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 EA1807 EA1807 HISTORY - Date Condition Report By EA1807 HISTORY - 1908 FIRST OBSERVED CGS EA1807 HISTORY - 1960 GOOD CGS EA1807 HISTORY - 1964 GOOD CGS EA1807 HISTORY - 1967 GOOD CGS EA1807 HISTORY - 1985 GOOD USPSQD EA1807 HISTORY - 1988 GOOD USPSQD EA1807 HISTORY - 19960513 GOOD USPSQD EA1807 HISTORY - 19980529 GOOD USPSQD EA1807 HISTORY - 20020613 GOOD USPSQD EA1807 HISTORY - 20031006 GOOD USPSQD EA1807 EA1807 STATION DESCRIPTION EA1807 EA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (KAM) EA1807'STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS A EA1807'GREY, SHINGLED SPIRE, ON THE NORTH CORNER OF THE INTERSECTION EA1807'OF ANN AND CRAVEN STREETS IN BEAUFORT. EA1807 EA1807 STATION RECOVERY (1964) EA1807 EA1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1807'STATION RECOVERED IN GOOD CONDITION. THE CHURCH IS NOW KNOWN EA1807'AS THE ANN STREET METHODIST CHURCH. THE STATION IS LOCATED EA1807'AT CORNER OF ANN STREET AND CRAVEN STREET IN BEAUFORT. EA1807 EA1807 STATION RECOVERY (1967) EA1807 EA1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK) EA1807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. DESCRIBED--P.R.S. EA1807 EA1807 STATION RECOVERY (1985) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1807'STATION FOUND GOOD. EA1807'VISITED SITE, VERIFIED EXISTENCE. EA1807 EA1807 STATION RECOVERY (1988) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1807'RECOVERED IN GOOD CONDITION. EA1807 EA1807 STATION RECOVERY (1996) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1807'RECOVERED IN GOOD CONDITION. EA1807 EA1807 STATION RECOVERY (1998) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1998 EA1807'RECOVERED IN GOOD CONDITION. EA1807 EA1807 STATION RECOVERY (2002) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 2002 (WCB) EA1807'RECOVERED IN GOOD CONDITION. EA1807 EA1807 STATION RECOVERY (2003) EA1807 EA1807'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1807'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1412 *********************************************************************** EA1412 DESIGNATION - BLANCHARD EA1412 PID - EA1412 EA1412 STATE/COUNTY- NC/CARTERET EA1412 USGS QUAD - MANSFIELD (1994) EA1412 EA1412 *CURRENT SURVEY CONTROL EA1412 ___________________________________________________________________ EA1412* NAD 83(1986)- 34 44 03.36220(N) 076 50 37.42006(W) ADJUSTED EA1412* NAVD 88 - 8.161 (meters) 26.77 (feet) ADJUSTED EA1412 ___________________________________________________________________ EA1412 LAPLACE CORR- -0.35 (seconds) DEFLEC99 EA1412 GEOID HEIGHT- -37.42 (meters) GEOID99 EA1412 DYNAMIC HT - 8.153 (meters) 26.75 (feet) COMP EA1412 MODELED GRAV- 979,699.2 (mgal) NAVD 88 EA1412 EA1412 HORZ ORDER - SECOND EA1412 VERT ORDER - SECOND CLASS II EA1412 EA1412.The North Carolina/South Carolina HARNS have been completed but, EA1412.due to contractual restrictions, coordinates for these stations EA1412.will NOT be published in the near future. In the interim, the EA1412.published coordinates in North and South Carolina will not be EA1412.consistent with the Continuously Operating Reference Stations EA1412.(CORS). The HARN coordinates for these stations are available EA1412.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1412.Lapine(803-896-7700). EA1412. EA1412.In addition, the published North and South Carolina positions EA1412.(NAD 83 (1986)) are NOT consistent with those determined in EA1412.adjacent state readjustments. The discontinuity between stations EA1412.located in North or South Carolina and those in adjacent states EA1412.which have been adjusted to the HARN may be as much as 5 EA1412.decimeters. This will result in a significant loss of accuracy EA1412.over lines crossing such state borders. EA1412 EA1412 EA1412.The horizontal coordinates were established by classical geodetic methods EA1412.and adjusted by the National Geodetic Survey in April 1997. EA1412 EA1412.The orthometric height was determined by differential leveling EA1412.and adjusted by the National Geodetic Survey in June 1991. EA1412 EA1412.The Laplace correction was computed from DEFLEC99 derived deflections. EA1412 EA1412.The geoid height was determined by GEOID99. EA1412 EA1412.The dynamic height is computed by dividing the NAVD 88 EA1412.geopotential number by the normal gravity value computed on the EA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1412.degrees latitude (g = 980.6199 gals.). EA1412 EA1412.The modeled gravity was interpolated from observed gravity values. EA1412 EA1412; North East Units Scale Converg. EA1412;SPC NC - 111,330.258 807,044.920 MT 0.99991311 +1 14 40.3 EA1412;UTM 18 - 3,845,122.689 331,204.390 MT 0.99995118 -1 03 02.7 EA1412 EA1412 SUPERSEDED SURVEY CONTROL EA1412 EA1412 NAVD 88 (04/01/97) 8.16 (m) 26.8 (f) LEVELING 3 EA1412 EA1412.Superseded values are not recommended for survey control. EA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1412.See file dsdata.txt to determine how the superseded data were derived. EA1412 EA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3120445123(NAD 83) EA1412_MARKER: DE = TRAVERSE STATION DISK EA1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1412_STAMPING: BLANCHARD 1981 EA1412_MARK LOGO: NCGS EA1412_PROJECTION: RECESSED 15 CENTIMETERS EA1412_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EA1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1412+STABILITY: SURFACE MOTION EA1412 EA1412 HISTORY - Date Condition Report By EA1412 HISTORY - 1981 MONUMENTED NCGS EA1412 HISTORY - 1981 GOOD NCGS EA1412 HISTORY - 19820315 GOOD NCGS EA1412 HISTORY - 20031007 MARK NOT FOUND USPSQD EA1412 EA1412 STATION DESCRIPTION EA1412 EA1412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1412'3.7 MI SOUTH FROM NEWPORT. EA1412'2.8 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 2.35 EA1412'MILES EAST OF SOUND VIEW BAPTIST CHURCH IN HIGHWAY SHOULDER DIRECTLY EA1412'IN FRONT OF BLANCHARDS NURSERY, GARDEN CENTER AND CERAMICS SHOP, 19.9 EA1412'FEET NORTH OF CENTERLINE OF HIGHWAY, 30.5 FEET EAST OF CENTERLINE OF EA1412'WEST DRIVEWAY, 40.5 FEET WEST OF CENTERLINE OF EAST DRIVEWAY, 59.8 EA1412'FEET SOUTHEAST OF POWER POLE (2486) WITH REFERENCE TAG, 18.0 FEET EA1412'SOUTH OF FLAG POLE AND 57.0 FEET WEST OF POWER POLE BRACE WITH EA1412'REFERENCE TAG. EA1412'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1412 EA1412 STATION RECOVERY (1982) EA1412 EA1412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1412'RECOVERED AS DESCRIBED. EA1412 EA1412 STATION RECOVERY (2003) EA1412 EA1412'RECOVERY NOTE BY US POWER SQUADRON 2003 (LKM) EA1412'NOW POWER HOUSE EA1412'788 HWY 24 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1368 *********************************************************************** EA1368 DESIGNATION - CAKING EA1368 PID - EA1368 EA1368 STATE/COUNTY- NC/CARTERET EA1368 USGS QUAD - SWANSBORO (1994) EA1368 EA1368 *CURRENT SURVEY CONTROL EA1368 ___________________________________________________________________ EA1368* NAD 83(1986)- 34 43 17.01746(N) 077 04 19.09092(W) ADJUSTED EA1368* NAVD 88 - 9.376 (meters) 30.76 (feet) ADJUSTED EA1368 ___________________________________________________________________ EA1368 LAPLACE CORR- -1.20 (seconds) DEFLEC99 EA1368 GEOID HEIGHT- -37.17 (meters) GEOID99 EA1368 DYNAMIC HT - 9.367 (meters) 30.73 (feet) COMP EA1368 MODELED GRAV- 979,708.7 (mgal) NAVD 88 EA1368 EA1368 HORZ ORDER - SECOND EA1368 VERT ORDER - SECOND CLASS II EA1368 EA1368.The North Carolina/South Carolina HARNS have been completed but, EA1368.due to contractual restrictions, coordinates for these stations EA1368.will NOT be published in the near future. In the interim, the EA1368.published coordinates in North and South Carolina will not be EA1368.consistent with the Continuously Operating Reference Stations EA1368.(CORS). The HARN coordinates for these stations are available EA1368.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1368.Lapine(803-896-7700). EA1368. EA1368.In addition, the published North and South Carolina positions EA1368.(NAD 83 (1986)) are NOT consistent with those determined in EA1368.adjacent state readjustments. The discontinuity between stations EA1368.located in North or South Carolina and those in adjacent states EA1368.which have been adjusted to the HARN may be as much as 5 EA1368.decimeters. This will result in a significant loss of accuracy EA1368.over lines crossing such state borders. EA1368 EA1368 EA1368.The horizontal coordinates were established by classical geodetic methods EA1368.and adjusted by the National Geodetic Survey in July 1986. EA1368 EA1368.The orthometric height was determined by differential leveling EA1368.and adjusted by the National Geodetic Survey in June 1991. EA1368 EA1368.The Laplace correction was computed from DEFLEC99 derived deflections. EA1368 EA1368.The geoid height was determined by GEOID99. EA1368 EA1368.The dynamic height is computed by dividing the NAVD 88 EA1368.geopotential number by the normal gravity value computed on the EA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1368.degrees latitude (g = 980.6199 gals.). EA1368 EA1368.The modeled gravity was interpolated from observed gravity values. EA1368 EA1368; North East Units Scale Converg. EA1368;SPC NC - 109,472.576 786,175.976 MT 0.99991514 +1 06 46.1 EA1368;UTM 18 - 3,844,101.850 310,276.083 MT 1.00004367 -1 10 49.9 EA1368 EA1368: Primary Azimuth Mark Grid Az EA1368:SPC NC - LAMB 327 47 16.0 EA1368:UTM 18 - LAMB 330 04 52.0 EA1368 EA1368|---------------------------------------------------------------------| EA1368| PID Reference Object Distance Geod. Az | EA1368| dddmmss.s | EA1368| EA1369 LAMB APPROX. 1.9 KM 3285402.1 | EA1368|---------------------------------------------------------------------| EA1368 EA1368 SUPERSEDED SURVEY CONTROL EA1368 EA1368 NAD 27 - 34 43 16.43564(N) 077 04 20.27495(W) AD( ) 2 EA1368 NGVD 29 (07/19/86) 9.8 (m) 32. (f) VERT ANG EA1368 EA1368.Superseded values are not recommended for survey control. EA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1368.See file dsdata.txt to determine how the superseded data were derived. EA1368 EA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1027644102(NAD 83) EA1368_MARKER: DE = TRAVERSE STATION DISK EA1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1368_STAMPING: CAKING 1975 EA1368_MARK LOGO: NCGS EA1368_PROJECTION: FLUSH EA1368_MAGNETIC: N = NO MAGNETIC MATERIAL EA1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1368+STABILITY: SURFACE MOTION EA1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1368+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EA1368 EA1368 HISTORY - Date Condition Report By EA1368 HISTORY - 1975 MONUMENTED NCGS EA1368 HISTORY - 1981 GOOD NCGS EA1368 HISTORY - 19820101 GOOD NCGS EA1368 HISTORY - 1987 GOOD USPSQD EA1368 HISTORY - 20030930 GOOD USPSQD EA1368 EA1368 STATION DESCRIPTION EA1368 EA1368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1368'CAKING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1368'THE VICINITY OF SWANSBORO, NORTH CAROLINA. EA1368' EA1368'CAKING IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF SWANSBORO EA1368'(ONSLOW COUNTY) AND 15.6 MILES SOUTHEAST OF MAYSVILLE (JONES EA1368'COUNTY). TO REACH STATION FROM THE INTERSECTION OF NC 24 WITH NC EA1368'58 AT CAPE CARTERET, PROCEED NORTH ALONG NC 58 FOR 2.35 MILES TO EA1368'STATION ON RIGHT ON GROUNDS OF PELETIER BAPTIST CHURCH PARSONAGE EA1368'AND 0.15 MILE SOUTH OF INTERSECTION WITH SR 1110 (E). EA1368' EA1368'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1368'CAKING 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1368'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1368' EA1368'MARK IS 51.7 FT NE OF C/L OF CN 58. EA1368' EA1368'13.2 FT NW OF C/L OF DRIVEWAY TO PARSONAGE EA1368' EA1368'63.7 FT NW OF PP WITH ALUMINUM REF. TAG. EA1368' EA1368'31.0 FT S OF 10 INCH PINE WITH ALUMINUM REF. TAG. EA1368' EA1368'83.3 FT SE OF A PELETIER BAPTIST CHURCH SIGNPOST WITH ALUMINUM EA1368'REF. TAG. EA1368 EA1368 STATION RECOVERY (1981) EA1368 EA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1368'3.5 MI NE FROM SWANSBORO. EA1368'2.4 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE EA1368'CARTERET, ON GROUNDS OF PELETIER BAPTIST CHURCH PARSONAGE, 0.1 MILE EA1368'SOUTH OF INTERSECTION WITH SR 1110, 51.7 FEET NORTHEAST OF CENTERLINE EA1368'OF HIGHWAY, 13.2 FEET NORTHWEST OF CENTER OF DRIVEWAY TO PARSONAGE, EA1368'31.0 FEET SOUTH OF 10-INCH PINE, 63.7 FEET NORTHWEST OF POWER POLE AND EA1368'83.3 FEET SOUTHEAST OF CHURCH SIGN POST ALL WITH REFERENCE TAGS. EA1368'THE MARK IS ABOVE LEVEL WITH HIGHWAYL. EA1368 EA1368 STATION RECOVERY (1982) EA1368 EA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1368'RECOVERED IN GOOD CONDITION. EA1368 EA1368 STATION RECOVERY (1987) EA1368 EA1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EA1368'RECOVERED IN GOOD CONDITION. EA1368 EA1368 STATION RECOVERY (2003) EA1368 EA1368'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1368'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1385 *********************************************************************** EA1385 DESIGNATION - CAR 10 NCGS EA1385 PID - EA1385 EA1385 STATE/COUNTY- NC/CARTERET EA1385 USGS QUAD - SWANSBORO (1994) EA1385 EA1385 *CURRENT SURVEY CONTROL EA1385 ___________________________________________________________________ EA1385* NAD 83(1986)- 34 41 53. (N) 077 02 33. (W) SCALED EA1385* NAVD 88 - 2.182 (meters) 7.16 (feet) ADJUSTED EA1385 ___________________________________________________________________ EA1385 GEOID HEIGHT- -37.17 (meters) GEOID99 EA1385 DYNAMIC HT - 2.180 (meters) 7.15 (feet) COMP EA1385 MODELED GRAV- 979,711.3 (mgal) NAVD 88 EA1385 EA1385 VERT ORDER - SECOND CLASS II EA1385 EA1385.The horizontal coordinates were scaled from a topographic map and have EA1385.an estimated accuracy of +/- 6 seconds. EA1385 EA1385.The orthometric height was determined by differential leveling EA1385.and adjusted by the National Geodetic Survey in June 1991. EA1385 EA1385.The geoid height was determined by GEOID99. EA1385 EA1385.The dynamic height is computed by dividing the NAVD 88 EA1385.geopotential number by the normal gravity value computed on the EA1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1385.degrees latitude (g = 980.6199 gals.). EA1385 EA1385.The modeled gravity was interpolated from observed gravity values. EA1385 EA1385; North East Units Estimated Accuracy EA1385;SPC NC - 106,940. 788,930. MT (+/- 180 meters Scaled) EA1385 EA1385 SUPERSEDED SURVEY CONTROL EA1385 EA1385.No superseded survey control is available for this station. EA1385 EA1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD129414(NAD 83) EA1385_MARKER: DB = BENCH MARK DISK EA1385_SETTING: 32 = HEADWALL EA1385_STAMPING: CAR 10 1981 EA1385_MARK LOGO: NCGS EA1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1385+STABILITY: SURFACE MOTION EA1385 EA1385 HISTORY - Date Condition Report By EA1385 HISTORY - 1981 MONUMENTED NCGS EA1385 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1385 EA1385 STATION DESCRIPTION EA1385 EA1385'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1385'4.4 MI EAST FROM SWANSBORO. EA1385'1.7 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 14.8 EA1385'MILES WEST OF THE INTERSECTION WITH US 70, IN EAST END OF SOUTH EA1385'HEADWALL OF HUNTING ISLAND CREEK, 24.0 FEET SOUTH OF CENTERLINE OF EA1385'HIGHWAY, 1.2 FEET WEST OF EAST END OF HEADWALL AND 85.8 FEET SOUTHEAST EA1385'OF POWER POLE WITH REFERENCE TAG. EA1385'THE MARK IS 1 FT BELOW HIGHWAY. EA1385 EA1385 STATION RECOVERY (2003) EA1385 EA1385'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1385'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1390 *********************************************************************** EA1390 DESIGNATION - CAR 12 EA1390 PID - EA1390 EA1390 STATE/COUNTY- NC/CARTERET EA1390 USGS QUAD - SWANSBORO (1994) EA1390 EA1390 *CURRENT SURVEY CONTROL EA1390 ___________________________________________________________________ EA1390* NAD 83(1986)- 34 42 26.43424(N) 077 00 23.82754(W) ADJUSTED EA1390* NAVD 88 - 1.823 (meters) 5.98 (feet) ADJUSTED EA1390 ___________________________________________________________________ EA1390 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EA1390 GEOID HEIGHT- -37.23 (meters) GEOID99 EA1390 DYNAMIC HT - 1.822 (meters) 5.98 (feet) COMP EA1390 MODELED GRAV- 979,711.9 (mgal) NAVD 88 EA1390 EA1390 HORZ ORDER - THIRD EA1390 VERT ORDER - SECOND CLASS II EA1390 EA1390.The North Carolina/South Carolina HARNS have been completed but, EA1390.due to contractual restrictions, coordinates for these stations EA1390.will NOT be published in the near future. In the interim, the EA1390.published coordinates in North and South Carolina will not be EA1390.consistent with the Continuously Operating Reference Stations EA1390.(CORS). The HARN coordinates for these stations are available EA1390.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1390.Lapine(803-896-7700). EA1390. EA1390.In addition, the published North and South Carolina positions EA1390.(NAD 83 (1986)) are NOT consistent with those determined in EA1390.adjacent state readjustments. The discontinuity between stations EA1390.located in North or South Carolina and those in adjacent states EA1390.which have been adjusted to the HARN may be as much as 5 EA1390.decimeters. This will result in a significant loss of accuracy EA1390.over lines crossing such state borders. EA1390 EA1390 EA1390.The horizontal coordinates were established by classical geodetic methods EA1390.and adjusted by the National Geodetic Survey in April 1997. EA1390 EA1390.The orthometric height was determined by differential leveling EA1390.and adjusted by the National Geodetic Survey in June 1991. EA1390 EA1390.The Laplace correction was computed from DEFLEC99 derived deflections. EA1390 EA1390.The geoid height was determined by GEOID99. EA1390 EA1390.The dynamic height is computed by dividing the NAVD 88 EA1390.geopotential number by the normal gravity value computed on the EA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1390.degrees latitude (g = 980.6199 gals.). EA1390 EA1390.The modeled gravity was interpolated from observed gravity values. EA1390 EA1390; North East Units Scale Converg. EA1390;SPC NC - 108,032.492 792,191.513 MT 0.99991743 +1 09 01.9 EA1390;UTM 18 - 3,842,422.011 316,229.852 MT 1.00001626 -1 08 34.3 EA1390 EA1390 SUPERSEDED SURVEY CONTROL EA1390 EA1390 NAVD 88 (04/01/97) 1.82 (m) 6.0 (f) LEVELING 3 EA1390 EA1390.Superseded values are not recommended for survey control. EA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1390.See file dsdata.txt to determine how the superseded data were derived. EA1390 EA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1623042422(NAD 83) EA1390_MARKER: DB = BENCH MARK DISK EA1390_SETTING: 32 = HEADWALL EA1390_STAMPING: CAR 12 1981 EA1390_MARK LOGO: NCGS EA1390_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1390+STABILITY: SURFACE MOTION EA1390 EA1390 HISTORY - Date Condition Report By EA1390 HISTORY - 1981 MONUMENTED NCGS EA1390 HISTORY - 19820101 GOOD NCGS EA1390 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1390 EA1390 STATION DESCRIPTION EA1390 EA1390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1390'6.6 MI EAST FROM SWANSBORO. EA1390'3.9 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 12.6 EA1390'MILES WEST OF THE INTERSECTION WITH US 70, IN WEST END OF NORTH EA1390'HEADWALL OF SANDERS CREEK, AND 0.1 MILE WEST OF EAST INTERSECTION WITH EA1390'SR 1118 (LOOP ROAD), 22.3 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 1.4 EA1390'FEET EAST OF WEST END OF HEADWALL. EA1390'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1390 EA1390 STATION RECOVERY (1982) EA1390 EA1390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1390'RECOVERED AS DESCRIBED.$MARK IS 0.1 MI (0.2 KM) WEST ALONG NC 24 FROM EA1390'THE EAST INTERSECTION WITH SR 1118 (LOOP ROAD) AT THE NC 24 CROSSING EA1390'OF SANDERS CREEK, IN THE WEST END OF THE NORTH HEADWALL. LOCATED 22.3 EA1390'FT (6.8 M) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.4 FT (0.4 M) EA1390'EAST OF THE WEST END OF THE HEADWALL. EA1390 EA1390 STATION RECOVERY (2003) EA1390 EA1390'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1390'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1406 *********************************************************************** EA1406 DESIGNATION - CAR 14 EA1406 PID - EA1406 EA1406 STATE/COUNTY- NC/CARTERET EA1406 USGS QUAD - SALTER PATH (1994) EA1406 EA1406 *CURRENT SURVEY CONTROL EA1406 ___________________________________________________________________ EA1406* NAD 83(1986)- 34 43 45.02166(N) 076 54 02.29590(W) ADJUSTED EA1406* NAVD 88 - 2.282 (meters) 7.49 (feet) ADJUSTED EA1406 ___________________________________________________________________ EA1406 LAPLACE CORR- -1.23 (seconds) DEFLEC99 EA1406 GEOID HEIGHT- -37.39 (meters) GEOID99 EA1406 DYNAMIC HT - 2.280 (meters) 7.48 (feet) COMP EA1406 MODELED GRAV- 979,698.3 (mgal) NAVD 88 EA1406 EA1406 HORZ ORDER - THIRD EA1406 VERT ORDER - SECOND CLASS II EA1406 EA1406.The North Carolina/South Carolina HARNS have been completed but, EA1406.due to contractual restrictions, coordinates for these stations EA1406.will NOT be published in the near future. In the interim, the EA1406.published coordinates in North and South Carolina will not be EA1406.consistent with the Continuously Operating Reference Stations EA1406.(CORS). The HARN coordinates for these stations are available EA1406.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1406.Lapine(803-896-7700). EA1406. EA1406.In addition, the published North and South Carolina positions EA1406.(NAD 83 (1986)) are NOT consistent with those determined in EA1406.adjacent state readjustments. The discontinuity between stations EA1406.located in North or South Carolina and those in adjacent states EA1406.which have been adjusted to the HARN may be as much as 5 EA1406.decimeters. This will result in a significant loss of accuracy EA1406.over lines crossing such state borders. EA1406 EA1406 EA1406.The horizontal coordinates were established by classical geodetic methods EA1406.and adjusted by the National Geodetic Survey in April 1997. EA1406 EA1406.The orthometric height was determined by differential leveling EA1406.and adjusted by the National Geodetic Survey in June 1991. EA1406 EA1406.The Laplace correction was computed from DEFLEC99 derived deflections. EA1406 EA1406.The geoid height was determined by GEOID99. EA1406 EA1406.The dynamic height is computed by dividing the NAVD 88 EA1406.geopotential number by the normal gravity value computed on the EA1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1406.degrees latitude (g = 980.6199 gals.). EA1406 EA1406.The modeled gravity was interpolated from observed gravity values. EA1406 EA1406; North East Units Scale Converg. EA1406;SPC NC - 110,653.563 801,846.575 MT 0.99991391 +1 12 42.1 EA1406;UTM 18 - 3,844,654.682 325,982.863 MT 0.99997325 -1 04 59.0 EA1406 EA1406 SUPERSEDED SURVEY CONTROL EA1406 EA1406 NAVD 88 (04/01/97) 2.28 (m) 7.5 (f) LEVELING 3 EA1406 EA1406.Superseded values are not recommended for survey control. EA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1406.See file dsdata.txt to determine how the superseded data were derived. EA1406 EA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2598344655(NAD 83) EA1406_MARKER: DB = BENCH MARK DISK EA1406_SETTING: 31 = CONCRETE WHEEL GUARD EA1406_STAMPING: CAR 14 1981 EA1406_MARK LOGO: NCGS EA1406_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1406 EA1406 HISTORY - Date Condition Report By EA1406 HISTORY - 1981 MONUMENTED NCGS EA1406 HISTORY - 19820101 GOOD NCGS EA1406 HISTORY - 19860826 GOOD USPSQD EA1406 HISTORY - 20031007 MARK NOT FOUND USPSQD EA1406 EA1406 STATION DESCRIPTION EA1406 EA1406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1406'4.7 MI SW FROM NEWPORT. EA1406'6.2 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 10.0 EA1406'MILES EAST OF INTERSECTION WITH NC 58, IN SOUTH WHEEL GUARD AT CENTER EA1406'OF BRIDGE OVER GALES CREEK, 19.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, EA1406'78.0 FEET EAST OF WEST END OF BRIDGE AND 78.0 FEET WEST OF EAST END OF EA1406'BRIDGE. EA1406'THE MARK IS 1 FT ABOVE HIGHWAY. EA1406 EA1406 STATION RECOVERY (1982) EA1406 EA1406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1406'RECOVERED AS DESCRIBED.$MARK IS 6.2 MI (10.0 KM) WEST ALONG NC 24 FROM EA1406'NC 70, IN THE SOUTH WHEEL GUARD AT THE CENTER OF THE BRIDGE OVER GALES EA1406'CREEK. LOCATED 19.0 FT (5.8 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, EA1406'78.0 FT (23.8 M) EAST OF THE WEST END OF THE BRIDGE, AND 78.0 FT (23.8 EA1406'M) WEST OF THE EAST END OF THE BRIDGE. EA1406 EA1406 STATION RECOVERY (1986) EA1406 EA1406'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1406'RECOVERED IN GOOD CONDITION. EA1406 EA1406 STATION RECOVERY (2003) EA1406 EA1406'RECOVERY NOTE BY US POWER SQUADRON 2003 (LKM) EA1406'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1371 *********************************************************************** EA1371 DESIGNATION - CAR 9 NCGS EA1371 PID - EA1371 EA1371 STATE/COUNTY- NC/CARTERET EA1371 USGS QUAD - SWANSBORO (1994) EA1371 EA1371 *CURRENT SURVEY CONTROL EA1371 ___________________________________________________________________ EA1371* NAD 83(1986)- 34 42 40. (N) 077 04 05. (W) SCALED EA1371* NAVD 88 - 3.202 (meters) 10.51 (feet) ADJUSTED EA1371 ___________________________________________________________________ EA1371 GEOID HEIGHT- -37.17 (meters) GEOID99 EA1371 DYNAMIC HT - 3.199 (meters) 10.50 (feet) COMP EA1371 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EA1371 EA1371 VERT ORDER - SECOND CLASS II EA1371 EA1371.The horizontal coordinates were scaled from a topographic map and have EA1371.an estimated accuracy of +/- 6 seconds. EA1371 EA1371.The orthometric height was determined by differential leveling EA1371.and adjusted by the National Geodetic Survey in June 1991. EA1371 EA1371.The geoid height was determined by GEOID99. EA1371 EA1371.The dynamic height is computed by dividing the NAVD 88 EA1371.geopotential number by the normal gravity value computed on the EA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1371.degrees latitude (g = 980.6199 gals.). EA1371 EA1371.The modeled gravity was interpolated from observed gravity values. EA1371 EA1371; North East Units Estimated Accuracy EA1371;SPC NC - 108,340. 786,560. MT (+/- 180 meters Scaled) EA1371 EA1371 SUPERSEDED SURVEY CONTROL EA1371 EA1371.No superseded survey control is available for this station. EA1371 EA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD106429(NAD 83) EA1371_MARKER: DB = BENCH MARK DISK EA1371_SETTING: 32 = WINGWALL OF BRIDGE EA1371_STAMPING: CAR 9 1981 EA1371_MARK LOGO: NCGS EA1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1371+STABILITY: SURFACE MOTION EA1371 EA1371 HISTORY - Date Condition Report By EA1371 HISTORY - 1981 MONUMENTED NCGS EA1371 HISTORY - 19860826 GOOD USPSQD EA1371 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1371 EA1371 STATION DESCRIPTION EA1371 EA1371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1371'3.3 MI NE FROM SWANSBORO. EA1371'1.5 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE EA1371'CARTERET, IN SOUTHWEST WINGWALL OF BRIDGE OVER PETTIFORD CREEK, 18.4 EA1371'FEET WEST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTHWEST OF EAST END OF EA1371'BRIDGE RAIL AND 8.0 FEET NORTH OF SOUTH END OF CIRCULAR CURB. EA1371'THE MARK IS 1 FT ABOVE HIGHWAY. EA1371 EA1371 STATION RECOVERY (1986) EA1371 EA1371'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1371'RECOVERED IN GOOD CONDITION. EA1371 EA1371 STATION RECOVERY (2003) EA1371 EA1371'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1371'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AC7530 *********************************************************************** AC7530 DESIGNATION - CARTERET CO COURTHOUSE TOWER AC7530 PID - AC7530 AC7530 STATE/COUNTY- NC/CARTERET AC7530 USGS QUAD - BEAUFORT (1987) AC7530 AC7530 *CURRENT SURVEY CONTROL AC7530 ___________________________________________________________________ AC7530* NAD 83(1986)- 34 43 11.04479(N) 076 39 43.68365(W) ADJUSTED AC7530* NAVD 88 - AC7530 ___________________________________________________________________ AC7530 LAPLACE CORR- -0.95 (seconds) DEFLEC99 AC7530 GEOID HEIGHT- -37.48 (meters) GEOID99 AC7530 AC7530 HORZ ORDER - THIRD AC7530 AC7530.The North Carolina/South Carolina HARNS have been completed but, AC7530.due to contractual restrictions, coordinates for these stations AC7530.will NOT be published in the near future. In the interim, the AC7530.published coordinates in North and South Carolina will not be AC7530.consistent with the Continuously Operating Reference Stations AC7530.(CORS). The HARN coordinates for these stations are available AC7530.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7530.Lapine(803-896-7700). AC7530. AC7530.In addition, the published North and South Carolina positions AC7530.(NAD 83 (1986)) are NOT consistent with those determined in AC7530.adjacent state readjustments. The discontinuity between stations AC7530.located in North or South Carolina and those in adjacent states AC7530.which have been adjusted to the HARN may be as much as 5 AC7530.decimeters. This will result in a significant loss of accuracy AC7530.over lines crossing such state borders. AC7530 AC7530 AC7530.The horizontal coordinates were established by classical geodetic methods AC7530.and adjusted by the National Geodetic Survey in December 1997. AC7530 AC7530 AC7530.The Laplace correction was computed from DEFLEC99 derived deflections. AC7530 AC7530.The geoid height was determined by GEOID99. AC7530 AC7530; North East Units Scale Converg. AC7530;SPC NC - 110,095.046 823,707.920 MT 0.99991541 +1 20 57.6 AC7530;UTM 18 - 3,843,220.982 347,804.595 MT 0.99988550 -0 56 48.7 AC7530 AC7530 SUPERSEDED SURVEY CONTROL AC7530 AC7530.No superseded survey control is available for this station. AC7530 AC7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4780543221(NAD 83) AC7530_MARKER: 55 = TOWER AC7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7530+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 AC7530 AC7530 HISTORY - Date Condition Report By AC7530 HISTORY - 1992 FIRST OBSERVED NCGS AC7530 HISTORY - 19960304 GOOD NCGS AC7530 HISTORY - 20031006 GOOD USPSQD AC7530 AC7530 STATION DESCRIPTION AC7530 AC7530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC) AC7530'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST OF MOREHEAD CITY IN AC7530'BEAUFORT.$PROCEED ALONG US 70 FOR 1.4 MI (2.3 KM) EAST FROM THE EAST AC7530'END OF THE HIGH RISE BRIDGE OVER NEWPORT RIVER TO THE INTERSECTION AC7530'WITH CEDAR AND CRAVEN STREETS, THENCE SOUTH ALONG CRAVEN STREET TO THE AC7530'CARTERET COUNTY JAIL COMPLEX AND THE STATION, DIRECTLY IN FRONT OF THE AC7530'MAGISTRATES OFFICE.$TOWER IS 162-FEET TALL, TRIANGULAR, WITH AC7530'ALTERNATING RED AND WHITE BANDS. LOCATED 162.0 FT (49.4 M) SOUTH OF AC7530'THE CENTERLINE OF CEDAR STREET, AND 25.0 FT (7.6 M) WEST OF THE AC7530'CENTERLINE OF CRAVEN STREET. AC7530 AC7530 STATION RECOVERY (2003) AC7530 AC7530'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) AC7530'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1405 *********************************************************************** EA1405 DESIGNATION - CEPHAS EA1405 PID - EA1405 EA1405 STATE/COUNTY- NC/CARTERET EA1405 USGS QUAD - SALTER PATH (1994) EA1405 EA1405 *CURRENT SURVEY CONTROL EA1405 ___________________________________________________________________ EA1405* NAD 83(1986)- 34 43 46.38866(N) 076 54 18.53075(W) ADJUSTED EA1405* NAVD 88 - 5.146 (meters) 16.88 (feet) ADJUSTED EA1405 ___________________________________________________________________ EA1405 LAPLACE CORR- -1.31 (seconds) DEFLEC99 EA1405 GEOID HEIGHT- -37.39 (meters) GEOID99 EA1405 DYNAMIC HT - 5.141 (meters) 16.87 (feet) COMP EA1405 MODELED GRAV- 979,697.9 (mgal) NAVD 88 EA1405 EA1405 HORZ ORDER - SECOND EA1405 VERT ORDER - SECOND CLASS II EA1405 EA1405.The North Carolina/South Carolina HARNS have been completed but, EA1405.due to contractual restrictions, coordinates for these stations EA1405.will NOT be published in the near future. In the interim, the EA1405.published coordinates in North and South Carolina will not be EA1405.consistent with the Continuously Operating Reference Stations EA1405.(CORS). The HARN coordinates for these stations are available EA1405.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1405.Lapine(803-896-7700). EA1405. EA1405.In addition, the published North and South Carolina positions EA1405.(NAD 83 (1986)) are NOT consistent with those determined in EA1405.adjacent state readjustments. The discontinuity between stations EA1405.located in North or South Carolina and those in adjacent states EA1405.which have been adjusted to the HARN may be as much as 5 EA1405.decimeters. This will result in a significant loss of accuracy EA1405.over lines crossing such state borders. EA1405 EA1405 EA1405.The horizontal coordinates were established by classical geodetic methods EA1405.and adjusted by the National Geodetic Survey in April 1997. EA1405 EA1405.The orthometric height was determined by differential leveling EA1405.and adjusted by the National Geodetic Survey in June 1991. EA1405 EA1405.The Laplace correction was computed from DEFLEC99 derived deflections. EA1405 EA1405.The geoid height was determined by GEOID99. EA1405 EA1405.The dynamic height is computed by dividing the NAVD 88 EA1405.geopotential number by the normal gravity value computed on the EA1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1405.degrees latitude (g = 980.6199 gals.). EA1405 EA1405.The modeled gravity was interpolated from observed gravity values. EA1405 EA1405; North East Units Scale Converg. EA1405;SPC NC - 110,686.951 801,432.782 MT 0.99991385 +1 12 32.7 EA1405;UTM 18 - 3,844,704.614 325,570.713 MT 0.99997502 -1 05 08.3 EA1405 EA1405 SUPERSEDED SURVEY CONTROL EA1405 EA1405 NAVD 88 (04/01/97) 5.15 (m) 16.9 (f) LEVELING 3 EA1405 EA1405.Superseded values are not recommended for survey control. EA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1405.See file dsdata.txt to determine how the superseded data were derived. EA1405 EA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2557144705(NAD 83) EA1405_MARKER: DE = TRAVERSE STATION DISK EA1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1405_STAMPING: CEPHAS 1981 EA1405_MARK LOGO: NCGS EA1405_PROJECTION: RECESSED 13 CENTIMETERS EA1405_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EA1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1405+STABILITY: SURFACE MOTION EA1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1405+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 EA1405 EA1405 HISTORY - Date Condition Report By EA1405 HISTORY - 1981 MONUMENTED NCGS EA1405 HISTORY - 1981 GOOD NCGS EA1405 HISTORY - 19820315 GOOD NCGS EA1405 HISTORY - 20031007 GOOD USPSQD EA1405 EA1405 STATION DESCRIPTION EA1405 EA1405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1405'4.7 MI SW FROM NEWPORT. EA1405'6.45 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 9.8 EA1405'MILES EAST OF INTERSECTION WITH NC 58, IN HIGHWAY SHOULDER AT DRIVE TO EA1405'A BRICK HOUSE, AND 0.2 MILE WEST OF BRIDGE OVER GALES CREEK, 22.1 FEET EA1405'NORTH OF CENTERLINE OF HIGHWAY, 28.8 FEET EAST OF CENTERLINE OF EA1405'DRIVEWAY TO HOUSE, 20.2 FEET EAST-SOUTHEAST OF EAST END OF DRIVEWAY EA1405'CULVERT, 44.4 FEET SOUTH OF BRACE POLE WITH REFERENCE TAG AND 120.7 EA1405'FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EA1405'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1405 EA1405 STATION RECOVERY (1982) EA1405 EA1405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1405'RECOVERED AS DESCRIBED. EA1405 EA1405 STATION RECOVERY (2003) EA1405 EA1405'RECOVERY NOTE BY US POWER SQUADRON 2003 (LKM) EA1405'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1838 *********************************************************************** EA1838 DESIGNATION - DUKE EA1838 PID - EA1838 EA1838 STATE/COUNTY- NC/CARTERET EA1838 USGS QUAD - BEAUFORT (1987) EA1838 EA1838 *CURRENT SURVEY CONTROL EA1838 ___________________________________________________________________ EA1838* NAD 83(1986)- 34 42 55.84886(N) 076 40 21.26190(W) ADJUSTED EA1838* NAVD 88 - 1. (meters) 3. (feet) SCALED EA1838 ___________________________________________________________________ EA1838 LAPLACE CORR- -0.87 (seconds) DEFLEC99 EA1838 GEOID HEIGHT- -37.47 (meters) GEOID99 EA1838 EA1838 HORZ ORDER - SECOND EA1838 EA1838.The North Carolina/South Carolina HARNS have been completed but, EA1838.due to contractual restrictions, coordinates for these stations EA1838.will NOT be published in the near future. In the interim, the EA1838.published coordinates in North and South Carolina will not be EA1838.consistent with the Continuously Operating Reference Stations EA1838.(CORS). The HARN coordinates for these stations are available EA1838.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1838.Lapine(803-896-7700). EA1838. EA1838.In addition, the published North and South Carolina positions EA1838.(NAD 83 (1986)) are NOT consistent with those determined in EA1838.adjacent state readjustments. The discontinuity between stations EA1838.located in North or South Carolina and those in adjacent states EA1838.which have been adjusted to the HARN may be as much as 5 EA1838.decimeters. This will result in a significant loss of accuracy EA1838.over lines crossing such state borders. EA1838 EA1838 EA1838.The horizontal coordinates were established by classical geodetic methods EA1838.and adjusted by the National Geodetic Survey in July 1986. EA1838 EA1838.The orthometric height was scaled from a topographic map. EA1838 EA1838.The Laplace correction was computed from DEFLEC99 derived deflections. EA1838 EA1838.The geoid height was determined by GEOID99. EA1838 EA1838; North East Units Scale Converg. EA1838;SPC NC - 109,604.482 822,763.102 MT 0.99991609 +1 20 36.0 EA1838;UTM 18 - 3,842,768.679 346,840.909 MT 0.99988913 -0 57 09.8 EA1838 EA1838: Primary Azimuth Mark Grid Az EA1838:SPC NC - BEAUFORT MUNICIPAL TANK 063 16 51.1 EA1838:UTM 18 - BEAUFORT MUNICIPAL TANK 065 34 36.9 EA1838 EA1838|---------------------------------------------------------------------| EA1838| PID Reference Object Distance Geod. Az | EA1838| dddmmss.s | EA1838| EA3346 DUKE RM 2 18.104 METERS 05814 | EA1838| EA1818 BEAUFORT MUNICIPAL TANK APPROX. 0.9 KM 0643727.1 | EA1838| EA1878 MOREHEAD CITY PORT TERM NE TK APPROX. 2.2 KM 2793259.4 | EA1838| EA3345 DUKE RM 1 20.980 METERS 33251 | EA1838|---------------------------------------------------------------------| EA1838 EA1838 SUPERSEDED SURVEY CONTROL EA1838 EA1838 NAD 27 - 34 42 55.26858(N) 076 40 22.51300(W) AD( ) 2 EA1838 EA1838.Superseded values are not recommended for survey control. EA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1838.See file dsdata.txt to determine how the superseded data were derived. EA1838 EA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4684142769(NAD 83) EA1838_MARKER: DS = TRIANGULATION STATION DISK EA1838_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE EA1838 EA1838 HISTORY - Date Condition Report By EA1838 HISTORY - 1943 MONUMENTED CGS EA1838 HISTORY - 1963 MARK NOT FOUND CGS EA1838 HISTORY - 1967 MARK NOT FOUND CGS EA1838 HISTORY - 20031006 MARK NOT FOUND USPSQD EA1838 EA1838 STATION DESCRIPTION EA1838 EA1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA1838'THE STATION IS 1.5 MILES EAST OF MOREHEAD CITY ON PROPERTY EA1838'OWNED BY THE DUKE MARINE LABORATORY. IT IS ABOUT 150 YARDS EA1838'SOUTH OF THE TURNING CIRCLE AT THE END OF THE LABORATORY EA1838'ENTRANCE ROAD AND ON THE PROJECTED CENTERLINE OF THE MOST EA1838'SOUTHERLY TANGENT OF THIS ROAD. TO REACH FROM THE POST OFFICE EA1838'IN MOREHEAD CITY, GO 1.5 MILES EAST ON THE BEAUFORT HIGHWAY TO EA1838'THE ENTRANCE FOR THE DUKE MARINE LABORATORY. THENCE TURN RIGHT EA1838'AND GO ABOUT 0.3 MILES TO THE END OF THE ROAD AND STATION. EA1838' EA1838'SURFACE, UNDERGROUND AND REFERENCE MARKS SET ACCORDINGLY. EA1838' EA1838'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS STAMPED DUKE NO 1 EA1838'1943. EA1838' EA1838'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS STAMPED DUKE NO 2 EA1838'1943. EA1838 EA1838 STATION RECOVERY (1963) EA1838 EA1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ) EA1838'STATION AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT EA1838'RECOVERED. REFERENCE MARK NO. 1 HAD BEEN RECOVERED AND MOVED EA1838'OUT OF THE WAY OF DREDGING OPERATIONS. IT WAS REPORTED THAT EA1838'THIS WAS THE ONLY MARK FOUND. FROM FOUR TO FIVE FEET OF FILL EA1838'WAS PUT IN THE AREA BY DREDGING OPERATIONS AND SINCE THE EA1838'DESCRIPTION WAS NOT VERY GOOD IT MADE IT VERY DIFFICULT TO EA1838'RECOVER THE STATION. THE POSITION OF REFERENCE MARK NO. 1 HAD EA1838'NOT BEEN MARKED SO THERE WAS NOTHING TO START FROM. THE DISK EA1838'OF REFERENCE MARK NO. 1 WAS RECOVERED AT THIS TIME. EA1838 EA1838 STATION RECOVERY (1967) EA1838 EA1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK) EA1838'STATION WAS NOT FOUND. CONSULTATION WITH THE MAINTENANCE EA1838'FOREMAN OF DUKE MARINE LABORATORY REVEALED THAT THE ENTIRE AREA EA1838'WHERE STATION IS LOCATED HAS BEEN FILLED WITH EARTH TO AN EA1838'APPROXIMATE DEPTH OF FOUR FEET. EA1838' EA1838'STATION COULD PROBABLY BE RECOVERED BY TRIANGULATION AND EA1838'EXCAVATION. EA1838 EA1838 STATION RECOVERY (2003) EA1838 EA1838'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1838'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA0211 *********************************************************************** EA0211 DESIGNATION - E 108 EA0211 PID - EA0211 EA0211 STATE/COUNTY- NC/CARTERET EA0211 USGS QUAD - BEAUFORT (1987) EA0211 EA0211 *CURRENT SURVEY CONTROL EA0211 ___________________________________________________________________ EA0211* NAD 83(1986)- 34 43 11. (N) 076 39 46. (W) SCALED EA0211* NAVD 88 - 3.749 (meters) 12.30 (feet) ADJUSTED EA0211 ___________________________________________________________________ EA0211 GEOID HEIGHT- -37.47 (meters) GEOID99 EA0211 DYNAMIC HT - 3.746 (meters) 12.29 (feet) COMP EA0211 MODELED GRAV- 979,715.5 (mgal) NAVD 88 EA0211 EA0211 VERT ORDER - SECOND CLASS 0 EA0211 EA0211.The horizontal coordinates were scaled from a topographic map and have EA0211.an estimated accuracy of +/- 6 seconds. EA0211 EA0211.The orthometric height was determined by differential leveling EA0211.and adjusted by the National Geodetic Survey in June 1991. EA0211 EA0211.The geoid height was determined by GEOID99. EA0211 EA0211.The dynamic height is computed by dividing the NAVD 88 EA0211.geopotential number by the normal gravity value computed on the EA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0211.degrees latitude (g = 980.6199 gals.). EA0211 EA0211.The modeled gravity was interpolated from observed gravity values. EA0211 EA0211; North East Units Estimated Accuracy EA0211;SPC NC - 110,090. 823,650. MT (+/- 180 meters Scaled) EA0211 EA0211 SUPERSEDED SURVEY CONTROL EA0211 EA0211 NGVD 29 (??/??/92) 4.043 (m) 13.26 (f) ADJ UNCH 2 0 EA0211 EA0211.Superseded values are not recommended for survey control. EA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0211.See file dsdata.txt to determine how the superseded data were derived. EA0211 EA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD477432(NAD 83) EA0211_MARKER: DB = BENCH MARK DISK EA0211_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS EA0211_STAMPING: E 108 1962 EA0211_MARK LOGO: CGS EA0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EA0211+STABILITY: POSITION/ELEVATION WELL EA0211 EA0211 HISTORY - Date Condition Report By EA0211 HISTORY - 1962 MONUMENTED CGS EA0211 HISTORY - 1982 GOOD NCGS EA0211 HISTORY - 19890813 GOOD USPSQD EA0211 HISTORY - 19960513 MARK NOT FOUND USPSQD EA0211 HISTORY - 19980531 MARK NOT FOUND USPSQD EA0211 HISTORY - 20031006 MARK NOT FOUND USPSQD EA0211 EA0211 STATION DESCRIPTION EA0211 EA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA0211'AT BEAUFORT. EA0211'AT BEAUFORT, ALONG NORTH CRAVEN STREET, AT THE COUNTY JAIL, EA0211'SET VERTICALLY IN THE SOUTH BRICK FACE AND NEAR THE SOUTHWEST EA0211'CORNER OF THE JAIL, 81 1/2 FEET WEST OF THE CENTER LINE OF NORTH EA0211'CRAVEN STREET, 46 FEET EAST OF THE SOUTHEAST CORNER OF THE EA0211'COUNTY COURTHOUSE BUILDING, 1 FOOT EAST OF THE SOUTHWEST CORNER EA0211'OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND. EA0211 EA0211 STATION RECOVERY (1982) EA0211 EA0211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA0211'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY. EA0211 EA0211 STATION RECOVERY (1989) EA0211 EA0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EA0211'RECOVERED IN GOOD CONDITION. EA0211 EA0211 STATION RECOVERY (1996) EA0211 EA0211'RECOVERY NOTE BY US POWER SQUADRON 1996 EA0211'MARK NOT FOUND. EA0211 EA0211 STATION RECOVERY (1998) EA0211 EA0211'RECOVERY NOTE BY US POWER SQUADRON 1998 EA0211'MARK NOT FOUND. EA0211 EA0211 STATION RECOVERY (2003) EA0211 EA0211'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA0211'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1370 *********************************************************************** EA1370 DESIGNATION - JIM EA1370 PID - EA1370 EA1370 STATE/COUNTY- NC/CARTERET EA1370 USGS QUAD - SWANSBORO (1994) EA1370 EA1370 *CURRENT SURVEY CONTROL EA1370 ___________________________________________________________________ EA1370* NAD 83(1986)- 34 42 50.92058(N) 077 04 03.77573(W) ADJUSTED EA1370* NAVD 88 - 4.118 (meters) 13.51 (feet) ADJUSTED EA1370 ___________________________________________________________________ EA1370 LAPLACE CORR- -1.18 (seconds) DEFLEC99 EA1370 GEOID HEIGHT- -37.17 (meters) GEOID99 EA1370 DYNAMIC HT - 4.114 (meters) 13.50 (feet) COMP EA1370 MODELED GRAV- 979,709.1 (mgal) NAVD 88 EA1370 EA1370 HORZ ORDER - SECOND EA1370 VERT ORDER - SECOND CLASS II EA1370 EA1370.The North Carolina/South Carolina HARNS have been completed but, EA1370.due to contractual restrictions, coordinates for these stations EA1370.will NOT be published in the near future. In the interim, the EA1370.published coordinates in North and South Carolina will not be EA1370.consistent with the Continuously Operating Reference Stations EA1370.(CORS). The HARN coordinates for these stations are available EA1370.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1370.Lapine(803-896-7700). EA1370. EA1370.In addition, the published North and South Carolina positions EA1370.(NAD 83 (1986)) are NOT consistent with those determined in EA1370.adjacent state readjustments. The discontinuity between stations EA1370.located in North or South Carolina and those in adjacent states EA1370.which have been adjusted to the HARN may be as much as 5 EA1370.decimeters. This will result in a significant loss of accuracy EA1370.over lines crossing such state borders. EA1370 EA1370 EA1370.The horizontal coordinates were established by classical geodetic methods EA1370.and adjusted by the National Geodetic Survey in July 1986. EA1370 EA1370.The orthometric height was determined by differential leveling EA1370.and adjusted by the National Geodetic Survey in June 1991. EA1370 EA1370.The Laplace correction was computed from DEFLEC99 derived deflections. EA1370 EA1370.The geoid height was determined by GEOID99. EA1370 EA1370.The dynamic height is computed by dividing the NAVD 88 EA1370.geopotential number by the normal gravity value computed on the EA1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1370.degrees latitude (g = 980.6199 gals.). EA1370 EA1370.The modeled gravity was interpolated from observed gravity values. EA1370 EA1370; North East Units Scale Converg. EA1370;SPC NC - 108,676.186 786,581.192 MT 0.99991631 +1 06 54.9 EA1370;UTM 18 - 3,843,289.780 310,649.155 MT 1.00004193 -1 10 40.4 EA1370 EA1370: Primary Azimuth Mark Grid Az EA1370:SPC NC - CAKING 333 01 56.2 EA1370:UTM 18 - CAKING 335 19 31.5 EA1370 EA1370|---------------------------------------------------------------------| EA1370| PID Reference Object Distance Geod. Az | EA1370| dddmmss.s | EA1370| EA1368 CAKING APPROX. 0.9 KM 3340851.1 | EA1370|---------------------------------------------------------------------| EA1370 EA1370 SUPERSEDED SURVEY CONTROL EA1370 EA1370 NAD 27 - 34 42 50.33839(N) 077 04 04.96022(W) AD( ) 2 EA1370 NGVD 29 (07/19/86) 4.5 (m) 15. (f) VERT ANG EA1370 EA1370.Superseded values are not recommended for survey control. EA1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1370.See file dsdata.txt to determine how the superseded data were derived. EA1370 EA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1064943290(NAD 83) EA1370_MARKER: DE = TRAVERSE STATION DISK EA1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1370_STAMPING: JIM 1975 EA1370_MARK LOGO: NCGS EA1370_PROJECTION: FLUSH EA1370_MAGNETIC: N = NO MAGNETIC MATERIAL EA1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1370+STABILITY: SURFACE MOTION EA1370 EA1370 HISTORY - Date Condition Report By EA1370 HISTORY - 1975 MONUMENTED NCGS EA1370 HISTORY - 1981 GOOD NCGS EA1370 HISTORY - 19820101 GOOD NCGS EA1370 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1370 EA1370 STATION DESCRIPTION EA1370 EA1370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1370'JIM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1370'VICINITY OF SWANSBORO, NORTH CAROLINA. EA1370' EA1370'JIM IS LOCATED APPROXIMATELY 3.5 MILES ENE OF SWANSBORO (ONSLOW EA1370'COUNTY) AND 16.2 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY). TO EA1370'REACH STATION FROM THE INTERSECTION OF NC 24 WITH NC 58 AT CAPE EA1370'CARTERET, PROCEED NORTH ALONG NC 58 FOR 1.8 MILES TO SR 1111 (E) EA1370'AND STATION ON RIGHT IN NORTHEAST QUADRANT OF T INTERSECTION, AT EA1370'JIMS AUTO REPAIR GARAGE, AND ON GRASSY SPACE BETWEEN AN AMOCO EA1370'SIGN AND A NIGHT LIGHT POST. EA1370' EA1370'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1370'JIM 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1370'IS FLUSH WITH THE SURFACE OF THE GROUND. EA1370' EA1370'MARK IS 70.0 FT E OF C/L OF CN 58. EA1370' EA1370'76.1 FT N OF C/L OF SR 1111. EA1370' EA1370'18.9 FT SE OF A METAL LIGHT POLE. EA1370' EA1370'24.1 FT N OF AN AMOCO SIGN. EA1370' EA1370'116.3 FT N OF PP WITH ALUMINUM REF. TAG. EA1370' EA1370'153.5 FT S OF PP WITH ALUMINUM REF. TAG. EA1370 EA1370 STATION RECOVERY (1981) EA1370 EA1370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1370'3.5 MI ENE FROM SWANSBORO. EA1370'1.8 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE EA1370'CARTERET, IN NORTHEAST QUADRANT OF INTERSECTION WITH SR 1111, IN EA1370'GRASSY SPACE BETWEEN AMOCO SIGN AND NIGHT LIGHT POST AT JIMS AUTO EA1370'REPAIR AND STORE, 70.0 FEET EAST OF CENTERLINE OF HIGHWAY, 76.1 FEET EA1370'NORTH OF CENTERLINE OF ROAD, 60.5 FEET WEST OF SOUTHWEST CORNER OF EA1370'STORE, 18.9 FEET SOUTHEAST OF METAL LIGHT POLE, 24.1 FEET NORTH OF EA1370'AMOCO SIGN, 119.5 FEET NORTH OF POWER POLE AND 153.5 FEET SOUTH OF EA1370'POWER POLE WITH REFERENCE TAG. EA1370'THE MARK IS 1 FT ABOVE HIGHWAY. EA1370 EA1370 STATION RECOVERY (1982) EA1370 EA1370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1370'RECOVERED IN GOOD CONDITION AS DESCRIBED. POWER POLES HAVE BEEN EA1370'REPLACED. MARK IS 60.5 FT (18.4 M) WEST OF SOUTHWEST CORNER OF STORE EA1370'AND 119.5 FT (36.4 M) NORTH OF NEW POWER POLE WITH REFERENCE TAG. THE EA1370'DISTANCE FROM THE OTHER POLE REMAINS THE SAME. EA1370 EA1370 STATION RECOVERY (2003) EA1370 EA1370'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1370'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1880 *********************************************************************** EA1880 DESIGNATION - MOREHEAD CITY RADIO WMBL TOWER EA1880 PID - EA1880 EA1880 STATE/COUNTY- NC/CARTERET EA1880 USGS QUAD - BEAUFORT (1987) EA1880 EA1880 *CURRENT SURVEY CONTROL EA1880 ___________________________________________________________________ EA1880* NAD 83(1986)- 34 42 52.01451(N) 076 41 10.24341(W) ADJUSTED EA1880* NAVD 88 - EA1880 ___________________________________________________________________ EA1880 LAPLACE CORR- -0.71 (seconds) DEFLEC99 EA1880 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1880 EA1880 HORZ ORDER - THIRD EA1880 EA1880.The North Carolina/South Carolina HARNS have been completed but, EA1880.due to contractual restrictions, coordinates for these stations EA1880.will NOT be published in the near future. In the interim, the EA1880.published coordinates in North and South Carolina will not be EA1880.consistent with the Continuously Operating Reference Stations EA1880.(CORS). The HARN coordinates for these stations are available EA1880.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1880.Lapine(803-896-7700). EA1880. EA1880.In addition, the published North and South Carolina positions EA1880.(NAD 83 (1986)) are NOT consistent with those determined in EA1880.adjacent state readjustments. The discontinuity between stations EA1880.located in North or South Carolina and those in adjacent states EA1880.which have been adjusted to the HARN may be as much as 5 EA1880.decimeters. This will result in a significant loss of accuracy EA1880.over lines crossing such state borders. EA1880 EA1880 EA1880.The horizontal coordinates were established by classical geodetic methods EA1880.and adjusted by the National Geodetic Survey in July 1986. EA1880 EA1880 EA1880.The Laplace correction was computed from DEFLEC99 derived deflections. EA1880 EA1880.The geoid height was determined by GEOID99. EA1880 EA1880; North East Units Scale Converg. EA1880;SPC NC - 109,457.237 821,519.952 MT 0.99991627 +1 20 07.7 EA1880;UTM 18 - 3,842,671.357 345,592.889 MT 0.99989386 -0 57 37.6 EA1880 EA1880 SUPERSEDED SURVEY CONTROL EA1880 EA1880 NAD 27 - 34 42 51.42806(N) 076 41 11.48696(W) AD( ) 3 EA1880 EA1880.Superseded values are not recommended for survey control. EA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1880.See file dsdata.txt to determine how the superseded data were derived. EA1880 EA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4559342671(NAD 83) EA1880_MARKER: 43 = RADIO/TV TOWER EA1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1880+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 EA1880 EA1880 HISTORY - Date Condition Report By EA1880 HISTORY - 1962 FIRST OBSERVED CGS EA1880 HISTORY - 1962 GOOD CGS EA1880 HISTORY - 1967 GOOD CGS EA1880 HISTORY - 20031006 GOOD USPSQD EA1880 EA1880 STATION DESCRIPTION EA1880 EA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1880'THE WMBL RADIO TOWER IS LOCATED SOUTH OF THE CAUSEWAY BETWEEN EA1880'MOREHEAD CITY AND BEAUFORT N. C. ON THE SOUTHERN PART OF INLET EA1880'ISLAND. EA1880' EA1880'THIS TOWER SHOULD NOT BE CONFUSED WITH A TOWER THAT WAS EA1880'DESTROYED IN THIS AREA IN THE EARLY PART OF 1948. EA1880 EA1880 STATION RECOVERY (1962) EA1880 EA1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1880'STATION RECOVERED AS DESCRIBED. INLET ISLAND, AT WHICH THE EA1880'TOWER IS LOCATED, IS NOW KNOWN LOCALLY AS RADIO ISLAND. EA1880 EA1880 STATION RECOVERY (1967) EA1880 EA1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW) EA1880'THE TOWER WAS BLOWN DOWN IN 1949 AND IN 1954 BY HURRICANES, EA1880'BUT THE TOWERS WERE REBUILT EACH TIME IN APPROXIMATELY THE EA1880'SAME POSITION. EA1880 EA1880 STATION RECOVERY (2003) EA1880 EA1880'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1880'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1883 *********************************************************************** EA1883 DESIGNATION - MOREHEAD CITY STANDPIPE EA1883 PID - EA1883 EA1883 STATE/COUNTY- NC/CARTERET EA1883 USGS QUAD - BEAUFORT (1987) EA1883 EA1883 *CURRENT SURVEY CONTROL EA1883 ___________________________________________________________________ EA1883* NAD 83(1986)- 34 43 16.94786(N) 076 42 31.01938(W) ADJUSTED EA1883* NAVD 88 - EA1883 ___________________________________________________________________ EA1883 LAPLACE CORR- -0.57 (seconds) DEFLEC99 EA1883 GEOID HEIGHT- -37.45 (meters) GEOID99 EA1883 EA1883 HORZ ORDER - THIRD EA1883 EA1883.The North Carolina/South Carolina HARNS have been completed but, EA1883.due to contractual restrictions, coordinates for these stations EA1883.will NOT be published in the near future. In the interim, the EA1883.published coordinates in North and South Carolina will not be EA1883.consistent with the Continuously Operating Reference Stations EA1883.(CORS). The HARN coordinates for these stations are available EA1883.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1883.Lapine(803-896-7700). EA1883. EA1883.In addition, the published North and South Carolina positions EA1883.(NAD 83 (1986)) are NOT consistent with those determined in EA1883.adjacent state readjustments. The discontinuity between stations EA1883.located in North or South Carolina and those in adjacent states EA1883.which have been adjusted to the HARN may be as much as 5 EA1883.decimeters. This will result in a significant loss of accuracy EA1883.over lines crossing such state borders. EA1883 EA1883 EA1883.The horizontal coordinates were established by classical geodetic methods EA1883.and adjusted by the National Geodetic Survey in July 1986. EA1883 EA1883 EA1883.The Laplace correction was computed from DEFLEC99 derived deflections. EA1883 EA1883.The geoid height was determined by GEOID99. EA1883 EA1883; North East Units Scale Converg. EA1883;SPC NC - 110,177.631 819,447.552 MT 0.99991515 +1 19 21.1 EA1883;UTM 18 - 3,843,474.180 343,551.049 MT 0.99990168 -0 58 24.2 EA1883 EA1883 SUPERSEDED SURVEY CONTROL EA1883 EA1883 NAD 27 - 34 43 16.37012(N) 076 42 32.26235(W) AD( ) 3 EA1883 EA1883.Superseded values are not recommended for survey control. EA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1883.See file dsdata.txt to determine how the superseded data were derived. EA1883 EA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4355143474(NAD 83) EA1883_MARKER: 52 = STANDPIPE TANK EA1883 EA1883 HISTORY - Date Condition Report By EA1883 HISTORY - 1913 FIRST OBSERVED CGS EA1883 HISTORY - 1933 GOOD CGS EA1883 HISTORY - 1962 GOOD CGS EA1883 HISTORY - 1965 GOOD CGS EA1883 HISTORY - 1967 GOOD AMS EA1883 HISTORY - 1973 GOOD NGS EA1883 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1883 EA1883 STATION DESCRIPTION EA1883 EA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EA1883'ON MOREHEAD CITY MUNICIPAL WATER SUPPLY STANDPIPE, IN EASTERN EA1883'PART OF TOWN, JUST NORTH OF ARENDELL STREET AND NEAR FIFTH EA1883'STREET. MARK IS CENTER OF TOP WHERE FINIAL EXISTED UNTIL EA1883'1918. STANDPIPE IS ABOUT 120 FEET IN HEIGHT AND ABOUT 10 EA1883'FEET IN DIAMETER. EA1883 EA1883 STATION RECOVERY (1962) EA1883 EA1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA1883'STATION RECOVERED AS DESCRIBED IN 1933, EXCEPT THE SILVER EA1883'STANDPIPE HAS CAROLINA WATER CO. MOREHEAD CITY PAINTED ON THE SIDE. EA1883 EA1883 STATION RECOVERY (1965) EA1883 EA1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA1883'STATION RECOVERED IN GOOD CONDITION. THE STANDPIPE IS AT THE EA1883'CORNER OF ARENDELL STREET AND NORTH FIFTH STREET. IT IS 87.0 EA1883'FEET NORTH OF THE NORTH CURB OF ARENDELL STREET AND 80.0 FEET EA1883'WEST OF THE WEST CURB OF NORTH FIFTH STREET. EA1883 EA1883 STATION RECOVERY (1967) EA1883 EA1883'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 EA1883'THE STATION IS A STEEL STANDPIPE, ABOUT 120 FT HIGH AND ABOUT EA1883'10 FT IN DIAMETER. EA1883' EA1883'IT IS THE MOREHEAD CITY MUNICIPAL WATER SUPPLY STANDPIPE, EA1883'JUST N OF ARINDELL ST. NEAR FIFTH ST. EA1883' EA1883'TO REACH GO TO THE INTERSECTION OF HWY.70(ARINDELL ST.) AND EA1883'N FIFTH ST. AND STATION SITE. EA1883 EA1883 STATION RECOVERY (1973) EA1883 EA1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST) EA1883'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EA1883 EA1883 STATION RECOVERY (2003) EA1883 EA1883'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1883'WELL SITE TWO. NO WATER TANK 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AC7532 *********************************************************************** AC7532 DESIGNATION - NEWPORT HIBBS ROAD RADIO TOWER AC7532 PID - AC7532 AC7532 STATE/COUNTY- NC/CARTERET AC7532 USGS QUAD - AC7532 AC7532 *CURRENT SURVEY CONTROL AC7532 ___________________________________________________________________ AC7532* NAD 83(1986)- 34 45 08.23486(N) 076 52 56.26846(W) ADJUSTED AC7532* NAVD 88 - AC7532 ___________________________________________________________________ AC7532 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AC7532 GEOID HEIGHT- -37.43 (meters) GEOID99 AC7532 AC7532 HORZ ORDER - THIRD AC7532 AC7532.The North Carolina/South Carolina HARNS have been completed but, AC7532.due to contractual restrictions, coordinates for these stations AC7532.will NOT be published in the near future. In the interim, the AC7532.published coordinates in North and South Carolina will not be AC7532.consistent with the Continuously Operating Reference Stations AC7532.(CORS). The HARN coordinates for these stations are available AC7532.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7532.Lapine(803-896-7700). AC7532. AC7532.In addition, the published North and South Carolina positions AC7532.(NAD 83 (1986)) are NOT consistent with those determined in AC7532.adjacent state readjustments. The discontinuity between stations AC7532.located in North or South Carolina and those in adjacent states AC7532.which have been adjusted to the HARN may be as much as 5 AC7532.decimeters. This will result in a significant loss of accuracy AC7532.over lines crossing such state borders. AC7532 AC7532 AC7532.The horizontal coordinates were established by classical geodetic methods AC7532.and adjusted by the National Geodetic Survey in December 1997. AC7532 AC7532 AC7532.The Laplace correction was computed from DEFLEC99 derived deflections. AC7532 AC7532.The geoid height was determined by GEOID99. AC7532 AC7532; North East Units Scale Converg. AC7532;SPC NC - 113,252.686 803,471.168 MT 0.99991034 +1 13 20.2 AC7532;UTM 18 - 3,847,186.805 327,710.338 MT 0.99996587 -1 04 23.6 AC7532 AC7532 SUPERSEDED SURVEY CONTROL AC7532 AC7532.No superseded survey control is available for this station. AC7532 AC7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2771047187(NAD 83) AC7532_MARKER: 43 = RADIO/TV TOWER AC7532_SETTING: 0 = UNSPECIFIED SETTING AC7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7532+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AC7532 AC7532 HISTORY - Date Condition Report By AC7532 HISTORY - 1992 FIRST OBSERVED NCGS AC7532 HISTORY - 19960212 GOOD NCGS AC7532 HISTORY - 20030930 GOOD USPSQD AC7532 AC7532 STATION DESCRIPTION AC7532 AC7532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC) AC7532'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHWEST OF NEWPORT AND 7.4 AC7532'MI (11.9 KM) WEST-NORTHWEST OF MOREHEAD CITY.$PROCEED ALONG SR 1141 AC7532'(HIBBS ROAD) FOR 1.6 MI (2.6 KM) SOUTHWEST FROM US 70 TO A DIRT ROAD AC7532'WITH A CABLE, THENCE NORTHWEST FOR 0.25 MI (0.40 KM) ON THE DIRT ROAD AC7532'TO THE TOWER.$LANDMARK IS A RADIO TRANSMISSION TOWER OF UNIFORM WIDTH AC7532'WITH SIX METAL APPENDAGES NEAR THE TOP ON THE SOUTHEAST SIDE, PAINTED AC7532'ALTERNATELY RED AND WHITE, ABOUT 508-FEET TALL. AC7532 AC7532 STATION RECOVERY (2003) AC7532 AC7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) AC7532'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA2051 *********************************************************************** EA2051 DESIGNATION - NEWPORT MUN TANK EA2051 PID - EA2051 EA2051 STATE/COUNTY- NC/CARTERET EA2051 USGS QUAD - NEWPORT (1994) EA2051 EA2051 *CURRENT SURVEY CONTROL EA2051 ___________________________________________________________________ EA2051* NAD 83(1986)- 34 47 19.91581(N) 076 51 50.59590(W) ADJUSTED EA2051* NAVD 88 - EA2051 ___________________________________________________________________ EA2051 LAPLACE CORR- 0.27 (seconds) DEFLEC99 EA2051 GEOID HEIGHT- -37.48 (meters) GEOID99 EA2051 EA2051 HORZ ORDER - THIRD EA2051 EA2051.The North Carolina/South Carolina HARNS have been completed but, EA2051.due to contractual restrictions, coordinates for these stations EA2051.will NOT be published in the near future. In the interim, the EA2051.published coordinates in North and South Carolina will not be EA2051.consistent with the Continuously Operating Reference Stations EA2051.(CORS). The HARN coordinates for these stations are available EA2051.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2051.Lapine(803-896-7700). EA2051. EA2051.In addition, the published North and South Carolina positions EA2051.(NAD 83 (1986)) are NOT consistent with those determined in EA2051.adjacent state readjustments. The discontinuity between stations EA2051.located in North or South Carolina and those in adjacent states EA2051.which have been adjusted to the HARN may be as much as 5 EA2051.decimeters. This will result in a significant loss of accuracy EA2051.over lines crossing such state borders. EA2051 EA2051 EA2051.The horizontal coordinates were established by classical geodetic methods EA2051.and adjusted by the National Geodetic Survey in July 1986. EA2051.No horizontal observational check was made to the station. EA2051 EA2051 EA2051.The Laplace correction was computed from DEFLEC99 derived deflections. EA2051 EA2051.The geoid height was determined by GEOID99. EA2051 EA2051; North East Units Scale Converg. EA2051;SPC NC - 117,344.987 805,053.656 MT 0.99990502 +1 13 58.1 EA2051;UTM 18 - 3,851,212.641 329,455.601 MT 0.99995849 -1 03 49.7 EA2051 EA2051 SUPERSEDED SURVEY CONTROL EA2051 EA2051 NAD 27 - 34 47 19.33709(N) 076 51 51.81046(W) AD( ) 3 EA2051 EA2051.Superseded values are not recommended for survey control. EA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2051.See file dsdata.txt to determine how the superseded data were derived. EA2051 EA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2945651213(NAD 83) EA2051_MARKER: 53 = ELEVATED TANK EA2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2051+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EA2051 EA2051 HISTORY - Date Condition Report By EA2051 HISTORY - 1965 FIRST OBSERVED CGS EA2051 HISTORY - 20030930 GOOD USPSQD EA2051 EA2051 STATION DESCRIPTION EA2051 EA2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EA2051'THE BALL AT THE TOP CENTER OF THE NEWPORT MUNICIPAL WATER TANK, EA2051'LOCATED AT THE WEST SIDE OF NEWPORT, 0.1 MILE NORTH OF MOREHEAD EA2051'AVE. AND ON THE EAST SIDE OF VERDUN STREET. THE TANK IS PAINTED EA2051'SILVER, 125 FEET HIGH AND IS SUPPORTED BY A FOUR-LEGGED STEEL EA2051'STRUCTURE. EA2051 EA2051 STATION RECOVERY (2003) EA2051 EA2051'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA2051'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AC7546 *********************************************************************** AC7546 DESIGNATION - NEWPORT NEW WOTJ RADIO MAST AC7546 PID - AC7546 AC7546 STATE/COUNTY- NC/CARTERET AC7546 USGS QUAD - MASONTOWN (1994) AC7546 AC7546 *CURRENT SURVEY CONTROL AC7546 ___________________________________________________________________ AC7546* NAD 83(1986)- 34 46 42.43471(N) 076 52 39.51381(W) ADJUSTED AC7546* NAVD 88 - AC7546 ___________________________________________________________________ AC7546 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AC7546 GEOID HEIGHT- -37.47 (meters) GEOID99 AC7546 AC7546 HORZ ORDER - THIRD AC7546 AC7546.The North Carolina/South Carolina HARNS have been completed but, AC7546.due to contractual restrictions, coordinates for these stations AC7546.will NOT be published in the near future. In the interim, the AC7546.published coordinates in North and South Carolina will not be AC7546.consistent with the Continuously Operating Reference Stations AC7546.(CORS). The HARN coordinates for these stations are available AC7546.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7546.Lapine(803-896-7700). AC7546. AC7546.In addition, the published North and South Carolina positions AC7546.(NAD 83 (1986)) are NOT consistent with those determined in AC7546.adjacent state readjustments. The discontinuity between stations AC7546.located in North or South Carolina and those in adjacent states AC7546.which have been adjusted to the HARN may be as much as 5 AC7546.decimeters. This will result in a significant loss of accuracy AC7546.over lines crossing such state borders. AC7546 AC7546 AC7546.The horizontal coordinates were established by classical geodetic methods AC7546.and adjusted by the National Geodetic Survey in December 1997. AC7546 AC7546 AC7546.The Laplace correction was computed from DEFLEC99 derived deflections. AC7546 AC7546.The geoid height was determined by GEOID99. AC7546 AC7546; North East Units Scale Converg. AC7546;SPC NC - 116,163.684 803,835.120 MT 0.99990649 +1 13 29.9 AC7546;UTM 18 - 3,850,081.050 328,190.639 MT 0.99996383 -1 04 16.6 AC7546 AC7546 SUPERSEDED SURVEY CONTROL AC7546 AC7546.No superseded survey control is available for this station. AC7546 AC7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2819150081(NAD 83) AC7546_MARKER: 42 = RADIO/TV MAST AC7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7546+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AC7546 AC7546 HISTORY - Date Condition Report By AC7546 HISTORY - 1992 FIRST OBSERVED NCGS AC7546 HISTORY - 19960304 GOOD NCGS AC7546 HISTORY - 20030930 GOOD USPSQD AC7546 AC7546 STATION DESCRIPTION AC7546 AC7546'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC) AC7546'STATION IS LOCATED 1 MI (1.6 KM) WEST OF NEWPORT AND 8 MI (12.9 KM) AC7546'WEST-NORTHWEST OF MOREHEAD CITY.$PROCEED ALONG US 70 FOR 0.85 MI (1.37 AC7546'KM) SOUTH FROM SR 1124 (NINE FOOT ROAD)TO SR 1140 (ROBERTS ROAD), AC7546'THENCE WEST ON ROBERTS ROAD FOR 0.3 MI (0.5 KM) TO A DIRT DRIVE NORTH, AC7546'THENCE NORTH ON THE DIRT DRIVE FOR 0.15 MI (0.24 KM) TO THE AC7546'STATION.$TOWER IS 500-FEET TALL, ALTERNATELY RED AND WHITE (UNIFORM AC7546'BANDS OF COLOR). AC7546 AC7546 STATION RECOVERY (2003) AC7546 AC7546'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) AC7546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1891 *********************************************************************** EA1891 DESIGNATION - NEWPORT RIVER HWY BRIDGE E TWR EA1891 PID - EA1891 EA1891 STATE/COUNTY- NC/CARTERET EA1891 USGS QUAD - BEAUFORT (1987) EA1891 EA1891 *CURRENT SURVEY CONTROL EA1891 ___________________________________________________________________ EA1891* NAD 83(1986)- 34 43 13.52850(N) 076 41 35.85387(W) ADJUSTED EA1891* NAVD 88 - EA1891 ___________________________________________________________________ EA1891 LAPLACE CORR- -0.68 (seconds) DEFLEC99 EA1891 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1891 EA1891 HORZ ORDER - THIRD EA1891 EA1891.The North Carolina/South Carolina HARNS have been completed but, EA1891.due to contractual restrictions, coordinates for these stations EA1891.will NOT be published in the near future. In the interim, the EA1891.published coordinates in North and South Carolina will not be EA1891.consistent with the Continuously Operating Reference Stations EA1891.(CORS). The HARN coordinates for these stations are available EA1891.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1891.Lapine(803-896-7700). EA1891. EA1891.In addition, the published North and South Carolina positions EA1891.(NAD 83 (1986)) are NOT consistent with those determined in EA1891.adjacent state readjustments. The discontinuity between stations EA1891.located in North or South Carolina and those in adjacent states EA1891.which have been adjusted to the HARN may be as much as 5 EA1891.decimeters. This will result in a significant loss of accuracy EA1891.over lines crossing such state borders. EA1891 EA1891 EA1891.The horizontal coordinates were established by classical geodetic methods EA1891.and adjusted by the National Geodetic Survey in July 1986. EA1891 EA1891 EA1891.The Laplace correction was computed from DEFLEC99 derived deflections. EA1891 EA1891.The geoid height was determined by GEOID99. EA1891 EA1891; North East Units Scale Converg. EA1891;SPC NC - 110,104.801 820,853.107 MT 0.99991530 +1 19 52.9 EA1891;UTM 18 - 3,843,345.101 344,952.535 MT 0.99989630 -0 57 52.7 EA1891 EA1891 SUPERSEDED SURVEY CONTROL EA1891 EA1891 NAD 27 - 34 43 12.95300(N) 076 41 37.10200(W) AD( ) 3 EA1891 EA1891.Superseded values are not recommended for survey control. EA1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1891.See file dsdata.txt to determine how the superseded data were derived. EA1891 EA1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4495343345(NAD 83) EA1891_MARKER: 55 = TOWER EA1891 EA1891 HISTORY - Date Condition Report By EA1891 HISTORY - 1933 FIRST OBSERVED CGS EA1891 HISTORY - 1949 GOOD CGS EA1891 HISTORY - 1952 GOOD CGS EA1891 HISTORY - 1985 GOOD USPSQD EA1891 HISTORY - 1988 MARK NOT FOUND USPSQD EA1891 HISTORY - 20031006 MARK NOT FOUND USPSQD EA1891 EA1891 STATION DESCRIPTION EA1891 EA1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS) EA1891'STATION RECOVERED IN GOOD CONDITION. TOWER IS SECOND TOWER, EA1891'ON FIRST DRAWBRIDGE, ON RIGHT SIDE OF ROAD, ON U.S. HIGHWAY 70 EA1891'GOING FROM MOREHEAD CITY TO BEAUFORT. EA1891 EA1891 STATION RECOVERY (1952) EA1891 EA1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CRR) EA1891'THE STATION WAS RECOVERED AS DESCRIBED. EA1891 EA1891 STATION RECOVERY (1985) EA1891 EA1891'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1891'RECOVERED IN GOOD CONDITION. EA1891 EA1891 STATION RECOVERY (1988) EA1891 EA1891'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1891'MARK NOT FOUND. EA1891 EA1891 STATION RECOVERY (2003) EA1891 EA1891'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1891'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1892 *********************************************************************** EA1892 DESIGNATION - NEWPORT RIVER HWY BRIDGE W TWR EA1892 PID - EA1892 EA1892 STATE/COUNTY- NC/CARTERET EA1892 USGS QUAD - BEAUFORT (1987) EA1892 EA1892 *CURRENT SURVEY CONTROL EA1892 ___________________________________________________________________ EA1892* NAD 83(1986)- 34 43 13.41243(N) 076 41 37.26513(W) ADJUSTED EA1892* NAVD 88 - EA1892 ___________________________________________________________________ EA1892 LAPLACE CORR- -0.67 (seconds) DEFLEC99 EA1892 GEOID HEIGHT- -37.46 (meters) GEOID99 EA1892 EA1892 HORZ ORDER - THIRD EA1892 EA1892.The North Carolina/South Carolina HARNS have been completed but, EA1892.due to contractual restrictions, coordinates for these stations EA1892.will NOT be published in the near future. In the interim, the EA1892.published coordinates in North and South Carolina will not be EA1892.consistent with the Continuously Operating Reference Stations EA1892.(CORS). The HARN coordinates for these stations are available EA1892.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1892.Lapine(803-896-7700). EA1892. EA1892.In addition, the published North and South Carolina positions EA1892.(NAD 83 (1986)) are NOT consistent with those determined in EA1892.adjacent state readjustments. The discontinuity between stations EA1892.located in North or South Carolina and those in adjacent states EA1892.which have been adjusted to the HARN may be as much as 5 EA1892.decimeters. This will result in a significant loss of accuracy EA1892.over lines crossing such state borders. EA1892 EA1892 EA1892.The horizontal coordinates were established by classical geodetic methods EA1892.and adjusted by the National Geodetic Survey in July 1986. EA1892 EA1892 EA1892.The Laplace correction was computed from DEFLEC99 derived deflections. EA1892 EA1892.The geoid height was determined by GEOID99. EA1892 EA1892; North East Units Scale Converg. EA1892;SPC NC - 110,100.391 820,817.295 MT 0.99991531 +1 19 52.1 EA1892;UTM 18 - 3,843,342.130 344,916.576 MT 0.99989644 -0 57 53.5 EA1892 EA1892 SUPERSEDED SURVEY CONTROL EA1892 EA1892 NAD 27 - 34 43 12.83700(N) 076 41 38.51300(W) AD( ) 3 EA1892 EA1892.Superseded values are not recommended for survey control. EA1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1892.See file dsdata.txt to determine how the superseded data were derived. EA1892 EA1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4491743342(NAD 83) EA1892_MARKER: 55 = TOWER EA1892 EA1892 HISTORY - Date Condition Report By EA1892 HISTORY - 1933 FIRST OBSERVED CGS EA1892 HISTORY - 1946 GOOD CGS EA1892 HISTORY - 1952 GOOD CGS EA1892 HISTORY - 1985 GOOD USPSQD EA1892 HISTORY - 1988 MARK NOT FOUND USPSQD EA1892 HISTORY - 20031006 MARK NOT FOUND USPSQD EA1892 EA1892 STATION DESCRIPTION EA1892 EA1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RJS) EA1892'RECOVERED IN GOOD CONDITION. IT IS THE FIRST TOWER ON FIRST EA1892'DRAWBRIDGE ON RIGHT SIDE OF ROAD, ON U.S. HIGHWAY 70, GOING EA1892'FROM MOREHEAD CITY TO BEAUFORT. EA1892 EA1892 STATION RECOVERY (1952) EA1892 EA1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CRR) EA1892'THE STATION WAS RECOVERED AS DESCRIBED. EA1892 EA1892 STATION RECOVERY (1985) EA1892 EA1892'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA1892'RECOVERED IN GOOD CONDITION. EA1892 EA1892 STATION RECOVERY (1988) EA1892 EA1892'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EA1892'MARK NOT FOUND. EA1892 EA1892 STATION RECOVERY (2003) EA1892 EA1892'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1892'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AC7533 *********************************************************************** AC7533 DESIGNATION - OCEAN WATER TANK AC7533 PID - AC7533 AC7533 STATE/COUNTY- NC/CARTERET AC7533 USGS QUAD - AC7533 AC7533 *CURRENT SURVEY CONTROL AC7533 ___________________________________________________________________ AC7533* NAD 83(1986)- 34 42 58.01862(N) 076 59 07.77933(W) ADJUSTED AC7533* NAVD 88 - AC7533 ___________________________________________________________________ AC7533 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AC7533 GEOID HEIGHT- -37.27 (meters) GEOID99 AC7533 AC7533 HORZ ORDER - THIRD AC7533 AC7533.The North Carolina/South Carolina HARNS have been completed but, AC7533.due to contractual restrictions, coordinates for these stations AC7533.will NOT be published in the near future. In the interim, the AC7533.published coordinates in North and South Carolina will not be AC7533.consistent with the Continuously Operating Reference Stations AC7533.(CORS). The HARN coordinates for these stations are available AC7533.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7533.Lapine(803-896-7700). AC7533. AC7533.In addition, the published North and South Carolina positions AC7533.(NAD 83 (1986)) are NOT consistent with those determined in AC7533.adjacent state readjustments. The discontinuity between stations AC7533.located in North or South Carolina and those in adjacent states AC7533.which have been adjusted to the HARN may be as much as 5 AC7533.decimeters. This will result in a significant loss of accuracy AC7533.over lines crossing such state borders. AC7533 AC7533 AC7533.The horizontal coordinates were established by classical geodetic methods AC7533.and adjusted by the National Geodetic Survey in December 1997. AC7533 AC7533 AC7533.The Laplace correction was computed from DEFLEC99 derived deflections. AC7533 AC7533.The geoid height was determined by GEOID99. AC7533 AC7533; North East Units Scale Converg. AC7533;SPC NC - 109,044.555 794,106.469 MT 0.99991599 +1 09 45.8 AC7533;UTM 18 - 3,843,356.717 318,183.963 MT 1.00000745 -1 07 51.9 AC7533 AC7533 SUPERSEDED SURVEY CONTROL AC7533 AC7533.No superseded survey control is available for this station. AC7533 AC7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1818443357(NAD 83) AC7533_MARKER: 53 = ELEVATED TANK AC7533_SETTING: 0 = UNSPECIFIED SETTING AC7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7533+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AC7533 AC7533 HISTORY - Date Condition Report By AC7533 HISTORY - 1992 FIRST OBSERVED NCGS AC7533 HISTORY - 19960214 GOOD NCGS AC7533 HISTORY - 20030930 GOOD USPSQD AC7533 AC7533 STATION DESCRIPTION AC7533 AC7533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RLC) AC7533'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST OF MOREHEAD CITY, 9.2 AC7533'MI (14.8 KM) EAST OF SWANSBORO, IN OCEAN COMMUNITY.$PROCEED ALONG NC AC7533'24 FOR 2.9 MI (4.7 KM) WEST-SOUTHWEST FROM SR 1124 (NINE-FOOT ROAD-AT AC7533'BROAD CREEK), THENCE PROCEED NORTH ALONG A GRAVEL ROAD FOR 0.2 MI (0.3 AC7533'KM) TO THE STATION.$TANK IS RED AND WHITE CHECKED WITH SIX LEGS AND A AC7533'STANDPIPE, LETTERED--WEST CARTERET WATER CORPORATION--IN BLACK BLOCK AC7533'LETTERS. AC7533 AC7533 STATION RECOVERY (2003) AC7533 AC7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) AC7533'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1896 *********************************************************************** EA1896 DESIGNATION - PIVERS ISLAND 1886 EA1896 PID - EA1896 EA1896 STATE/COUNTY- NC/CARTERET EA1896 USGS QUAD - BEAUFORT (1987) EA1896 EA1896 *CURRENT SURVEY CONTROL EA1896 ___________________________________________________________________ EA1896* NAD 83(1986)- 34 43 09.33822(N) 076 40 21.25674(W) ADJUSTED EA1896* NAVD 88 - 2. (meters) 7. (feet) SCALED EA1896 ___________________________________________________________________ EA1896 LAPLACE CORR- -0.86 (seconds) DEFLEC99 EA1896 GEOID HEIGHT- -37.47 (meters) GEOID99 EA1896 EA1896 HORZ ORDER - THIRD EA1896 EA1896.The North Carolina/South Carolina HARNS have been completed but, EA1896.due to contractual restrictions, coordinates for these stations EA1896.will NOT be published in the near future. In the interim, the EA1896.published coordinates in North and South Carolina will not be EA1896.consistent with the Continuously Operating Reference Stations EA1896.(CORS). The HARN coordinates for these stations are available EA1896.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1896.Lapine(803-896-7700). EA1896. EA1896.In addition, the published North and South Carolina positions EA1896.(NAD 83 (1986)) are NOT consistent with those determined in EA1896.adjacent state readjustments. The discontinuity between stations EA1896.located in North or South Carolina and those in adjacent states EA1896.which have been adjusted to the HARN may be as much as 5 EA1896.decimeters. This will result in a significant loss of accuracy EA1896.over lines crossing such state borders. EA1896 EA1896 EA1896.The horizontal coordinates were established by classical geodetic methods EA1896.and adjusted by the National Geodetic Survey in July 1986. EA1896 EA1896.The orthometric height was scaled from a topographic map. EA1896 EA1896.The Laplace correction was computed from DEFLEC99 derived deflections. EA1896 EA1896.The geoid height was determined by GEOID99. EA1896 EA1896; North East Units Scale Converg. EA1896;SPC NC - 110,020.016 822,753.489 MT 0.99991549 +1 20 36.0 EA1896;UTM 18 - 3,843,184.253 346,847.951 MT 0.99988910 -0 57 10.1 EA1896 EA1896: Primary Azimuth Mark Grid Az EA1896:SPC NC - SAVAGE 1886 146 02 30.6 EA1896:UTM 18 - SAVAGE 1886 148 20 16.7 EA1896 EA1896|---------------------------------------------------------------------| EA1896| PID Reference Object Distance Geod. Az | EA1896| dddmmss.s | EA1896| EA1904 SAVAGE 1886 APPROX. 5.0 KM 1472306.6 | EA1896| EA1867 MOREHEAD CITY ATL HOTEL SE CUP APPROX. 3.0 KM 2721038.0 | EA1896| EA1866 MOREHEAD CITY ATL HOTEL NW CUP APPROX. 3.1 KM 2723519.2 | EA1896| EA1877 MOREHEAD CITY HOMERS HSE CHIM APPROX. 4.1 KM 2741443.5 | EA1896|---------------------------------------------------------------------| EA1896 EA1896 SUPERSEDED SURVEY CONTROL EA1896 EA1896 NAD 27 - 34 43 08.75748(N) 076 40 22.50735(W) AD( ) 3 EA1896 EA1896.Superseded values are not recommended for survey control. EA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1896.See file dsdata.txt to determine how the superseded data were derived. EA1896 EA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4684843184(NAD 83) EA1896_MARKER: K = CLAY TILE PIPE EA1896_SETTING: 0 = UNSPECIFIED SETTING EA1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1896 EA1896 HISTORY - Date Condition Report By EA1896 HISTORY - 1886 MONUMENTED CGS EA1896 HISTORY - 1890 SEE DESCRIPTION CGS EA1896 HISTORY - 1908 MARK NOT FOUND CGS EA1896 HISTORY - 20031006 MARK NOT FOUND USPSQD EA1896 EA1896 STATION DESCRIPTION EA1896 EA1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (WCH) EA1896'THIS IS A SUBORDINATE POINT LOCATED ON THE WESTERN PART OF THE EA1896'ISLAND SO CALLED. IT IS ON A FLAT SPOT AT THE TOP OF A LOW EA1896'BLUFF OR BROKEN BANK, AND IS ABOUT 13 PACES FROM HIGH WATER EA1896'MARK. THE MARK IS A TERRA COTTA DRAIN PIPE FLANGE UP. EA1896' EA1896'THE FOLLOWING APPROXIMATE DISTANCES WERE NOTED-- EA1896' EA1896'A. 3 STUBS IN MARSH 39 PACES EA1896'B. CEDAR 43 PACES EA1896'C. CEDAR 66 PACES EA1896 EA1896 STATION RECOVERY (1890) EA1896 EA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1890 (WCH) EA1896'THIS IS THE SAME AS THE STATION ESTABLISHED IN 1886, BUT WAS EA1896'MORE CAREFULLY DETERMINED THIS YEAR. THE DESCRIPTION AND EA1896'SKETCH OF 1886 STILL ANSWER FOR THE POINT. IT MAY BE STATED, EA1896'HOWEVER, THAT THIS ISLAND, ALSO OFTEN CALLED THE STILL ISLAND EA1896'FROM THE TURPENTINE STILLS WHICH FORMERLY EXISTED THERE, IS A EA1896'VERY BARREN, SANDY PIECE OF LAND. THERE ARE NOW NO HOUSES OR EA1896'OTHER BUILDINGS UPON THE ISLAND, BUT THERE ARE NUMEROUS REMAINS EA1896'OF THE RUDE MASONRY OF THE OLD FURNACES, ETC. EA1896' EA1896'A FEW STUNTED TREES AND BUSHES GROW ON THE HIGHER PARTS OF EA1896'THE ISLAND. EA1896' EA1896'THERE IS CONSIDERABLE RESIN SCATTERED IN FRAGMENTS THROUGH THE EA1896'SAND, AND THE SMALLER PIECES ARE WORN INTO SPHERICAL FORMS BY THE EA1896'ACTION OF THE WIND AND THE SAND. EA1896' EA1896'THE DRAIN PIPE MARKING THE STATION WAS FOUND IN PLACE, THOUGH EA1896'THE UPPER PART OF IT APPEARED TO HAVE BEEN BROKEN OFF, EITHER EA1896'BY ACCIDENT OR DESIGN. TO PROTECT IT FROM FURTHER DAMAGE AND EA1896'TO ASSIST IN FINDING IT IN THE FUTURE, THE SAND WAS CLEARED EA1896'FROM AROUND THE PIPE TO THE DEPTH OF ABOUT A FOOT BELOW THE EA1896'SURFACE AND A RING OF BROKEN BRICKS AND PIECES OF STONE FROM EA1896'THE OLD FURNACES WAS BUILT UP AROUND THE PIPE, MAKING A CIRCLE EA1896'ABOUT FOUR FEET IN DIAMETER. WHEN THE SURFACE WAS REACHED, A EA1896'LARGE STONE WAS PLACED ABOVE THE DRAIN PIPE AND THREE OTHERS EA1896'AROUND THIS ONE. EA1896' EA1896'THREE STOUT CEDAR POSTS ABOUT 3-1/2 FEET LONG WERE DRIVEN EA1896'AROUND THE STATION, EACH 6 FEET DISTANT IN THE DIRECTIONS EA1896'NORTH, N 120 DEG E, AND N 120 DEG W FROM THE CENTER (BEARINGS EA1896'BY COMPASS). EA1896 EA1896 STATION RECOVERY (1908) EA1896 EA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (JSH) EA1896'GONE. THIS STATION WAS DUG UP AND RESET BY PARTIES. SO ITS EA1896'POSITION IS CONSIDERED AS LOST. THE FOLLOWING IS A COPY OF A EA1896'LETTER REGARDING IT. EA1896' EA1896'I HAVE JUST LEARNED FROM MR. VON BAYER THAT THE LOCATION EA1896'OF THE U.S.C. AND G.S. SIGNAL STATION ON PIVERS ISD. MAY BE EA1896'DEFINITELY RELOCATED AS FOLLOWS--MEASURE DUE WEST FROM THE EA1896'MIDDLE OF THE WEST END OF THE BUILDING 13 FT 10.75 IN, THENCE EA1896'DUE SOUTH 55 FT. EA1896' EA1896'I WOULD SUGGEST THAT YOU RELOCATE THE POINT AS SOON AS YOU EA1896'CAN, MARKING IT WITH THE IRON PIPE OR SOME OTHER EQUALLY EA1896'SUITABLE OBJECT. EA1896' EA1896'THE UNCERTAINTY OF THE POINT OF THE BUILDING MENTIONED, AS EA1896'WELL AS DUE WEST AND DUE SOUTH, MADE THE LOCATION OF THE NEW EA1896'POINT VERY UNCERTAIN. SO IT WAS NOT USED AT ALL. IN FACT, MR. EA1896'ALLEN NEVER RESET OR REMARKED THE POINT. SOME MEN PUT THE PIPE EA1896'BACK IN THE GROUND, BUT PROBABLY A YARD OR TWO FROM ITS CORRECT EA1896'POSITION. EA1896 EA1896 STATION RECOVERY (2003) EA1896 EA1896'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1896'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1506 *********************************************************************** EA1506 DESIGNATION - POLLOCK USE EA1506 PID - EA1506 EA1506 STATE/COUNTY- NC/CARTERET EA1506 USGS QUAD - BEAUFORT (1987) EA1506 EA1506 *CURRENT SURVEY CONTROL EA1506 ___________________________________________________________________ EA1506* NAD 83(1986)- 34 42 55. (N) 076 39 46. (W) SCALED EA1506* NAVD 88 - 1.193 (meters) 3.91 (feet) ADJUSTED EA1506 ___________________________________________________________________ EA1506 GEOID HEIGHT- -37.47 (meters) GEOID99 EA1506 DYNAMIC HT - 1.192 (meters) 3.91 (feet) COMP EA1506 MODELED GRAV- 979,715.4 (mgal) NAVD 88 EA1506 EA1506 VERT ORDER - SECOND CLASS II EA1506 EA1506.The horizontal coordinates were scaled from a topographic map and have EA1506.an estimated accuracy of +/- 6 seconds. EA1506 EA1506.The orthometric height was determined by differential leveling EA1506.and adjusted by the National Geodetic Survey in June 1991. EA1506 EA1506.The geoid height was determined by GEOID99. EA1506 EA1506.The dynamic height is computed by dividing the NAVD 88 EA1506.geopotential number by the normal gravity value computed on the EA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1506.degrees latitude (g = 980.6199 gals.). EA1506 EA1506.The modeled gravity was interpolated from observed gravity values. EA1506 EA1506; North East Units Estimated Accuracy EA1506;SPC NC - 109,600. 823,660. MT (+/- 180 meters Scaled) EA1506 EA1506 SUPERSEDED SURVEY CONTROL EA1506 EA1506.No superseded survey control is available for this station. EA1506 EA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD477427(NAD 83) EA1506_MARKER: DD = SURVEY DISK EA1506_SETTING: 31 = SIDEWALK EA1506_STAMPING: POLLOCK 1958 EA1506_MARK LOGO: USE EA1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1506+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 EA1506 EA1506 HISTORY - Date Condition Report By EA1506 HISTORY - 1958 MONUMENTED USE EA1506 HISTORY - 1982 GOOD NCGS EA1506 HISTORY - 1985 GOOD USPSQD EA1506 HISTORY - 1986 GOOD USPSQD EA1506 HISTORY - 1986 GOOD USPSQD EA1506 HISTORY - 19890617 GOOD USPSQD EA1506 HISTORY - 19960513 GOOD USPSQD EA1506 HISTORY - 19980531 GOOD USPSQD EA1506 HISTORY - 20030202 GOOD USPSQD EA1506 HISTORY - 20031006 GOOD USPSQD EA1506 EA1506 STATION DESCRIPTION EA1506 EA1506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1506'IN BEAUFORT. EA1506'IN BEAUFORT, ACROSS THE STREET FROM THE POST OFFICE, IN CENTER OF EA1506'SIDEWALK ALONG SOUTHWEST SIDE OF FRONT STREET, 114.0 FEET WEST OF EA1506'CENTERLINE INTERSECTION OF FRONT AND POLLOCK STREETS, 4.3 FEET EA1506'SOUTHWEST OF SOUTH CURB OF FRONT STREET, 2.6 FEET NORTHEAST OF SEA EA1506'WALL AND 26.7 FEET SOUTHEAST OF A WATER METER COVER IN NORTHEAST EDGE EA1506'OF SIDEWALK. EA1506'THE MARK IS 1.0 FT ABOVE STREET. EA1506 EA1506 STATION RECOVERY (1985) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1985 (WBW) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1986) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1986) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1986 (JFD) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1989) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1996) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1996 EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (1998) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 1998 EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (2003) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM) EA1506'RECOVERED IN GOOD CONDITION. EA1506 EA1506 STATION RECOVERY (2003) EA1506 EA1506'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA) EA1506' EA1506' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AC7496 *********************************************************************** AC7496 DESIGNATION - RESCUE AC7496 PID - AC7496 AC7496 STATE/COUNTY- NC/CARTERET AC7496 USGS QUAD - SALTER PATH (1994) AC7496 AC7496 *CURRENT SURVEY CONTROL AC7496 ___________________________________________________________________ AC7496* NAD 83(1986)- 34 43 31.06890(N) 076 56 22.53328(W) ADJUSTED AC7496* NAVD 88 - 8.3 (meters) 27. (feet) GPS OBS AC7496 ___________________________________________________________________ AC7496 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AC7496 GEOID HEIGHT- -37.34 (meters) GEOID99 AC7496 AC7496 HORZ ORDER - FIRST AC7496 AC7496.The North Carolina/South Carolina HARNS have been completed but, AC7496.due to contractual restrictions, coordinates for these stations AC7496.will NOT be published in the near future. In the interim, the AC7496.published coordinates in North and South Carolina will not be AC7496.consistent with the Continuously Operating Reference Stations AC7496.(CORS). The HARN coordinates for these stations are available AC7496.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7496.Lapine(803-896-7700). AC7496. AC7496.In addition, the published North and South Carolina positions AC7496.(NAD 83 (1986)) are NOT consistent with those determined in AC7496.adjacent state readjustments. The discontinuity between stations AC7496.located in North or South Carolina and those in adjacent states AC7496.which have been adjusted to the HARN may be as much as 5 AC7496.decimeters. This will result in a significant loss of accuracy AC7496.over lines crossing such state borders. AC7496 AC7496 AC7496.The horizontal coordinates were established by GPS observations AC7496.and adjusted by the National Geodetic Survey in March 1997. AC7496 AC7496.The orthometric height was determined by GPS observations and a AC7496.high-resolution geoid model. AC7496 AC7496.The Laplace correction was computed from DEFLEC99 derived deflections. AC7496 AC7496.The geoid height was determined by GEOID99. AC7496 AC7496; North East Units Scale Converg. AC7496;SPC NC - 110,148.993 798,288.796 MT 0.99991452 +1 11 21.1 AC7496;UTM 18 - 3,844,292.934 322,407.496 MT 0.99998874 -1 06 18.6 AC7496 AC7496: Primary Azimuth Mark Grid Az AC7496:SPC NC - KNOLL 088 50 14.7 AC7496:UTM 18 - KNOLL 091 07 54.4 AC7496 AC7496|---------------------------------------------------------------------| AC7496| PID Reference Object Distance Geod. Az | AC7496| dddmmss.s | AC7496| EA1400 KNOLL 429.476 METERS 0900135.8 | AC7496|---------------------------------------------------------------------| AC7496 AC7496 SUPERSEDED SURVEY CONTROL AC7496 AC7496.No superseded survey control is available for this station. AC7496 AC7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2240744293(NAD 83) AC7496_MARKER: DH = HORIZONTAL CONTROL DISK AC7496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7496_STAMPING: RESCUE 1992 AC7496_MARK LOGO: NCGS AC7496_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7496+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AC7496 AC7496 HISTORY - Date Condition Report By AC7496 HISTORY - 1992 MONUMENTED NCGS AC7496 HISTORY - 20030930 GOOD USPSQD AC7496 AC7496 STATION DESCRIPTION AC7496 AC7496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AC7496'STATION IS LOCATED AT THE BROAD AND GALES CREEK FIRE AND RESCUE AC7496'BUILDING.$ALONG NC 24 FOR 0.4 MI (0.6 KM) EAST FR0M BROAD CREEK, AT AC7496'THE FIRE AND RESCUE BUILDING, ON THE SOUTHERN PROLONGATION OF THE WEST AC7496'END OF THE BUILDING.$MARK IS FLUSH WITH GROUND AND LEVEL WITH NC 24. AC7496'LOCATED 100 FT (30.5 M) NORTH OF THE CENTERLINE OF NC 24, 25.4 FT (7.7 AC7496'M) SOUTH OF THE SOUTHWEST CORNER OF THE FIRE AND RESCUE BUILDING, 81.4 AC7496'FT (24.8 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 111.3 FT (33.9 M) AC7496'WEST-NORTHWEST OF A WATER METER, AND 4.2 FT (1.3 M) WEST-SOUTHWEST OF AC7496'THE WEST EDGE OF THE ASPHALT DRIVEWAY. STATION--KNOLL--IS VISIBLE TO AC7496'THE SOUTHEAST. AC7496 AC7496 STATION RECOVERY (2003) AC7496 AC7496'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) AC7496'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EA1384 *********************************************************************** EA1384 DESIGNATION - RUTH EA1384 PID - EA1384 EA1384 STATE/COUNTY- NC/CARTERET EA1384 USGS QUAD - SWANSBORO (1994) EA1384 EA1384 *CURRENT SURVEY CONTROL EA1384 ___________________________________________________________________ EA1384* NAD 83(1986)- 34 41 48.70377(N) 077 02 48.59833(W) ADJUSTED EA1384* NAVD 88 - 5.489 (meters) 18.01 (feet) ADJUSTED EA1384 ___________________________________________________________________ EA1384 LAPLACE CORR- -1.36 (seconds) DEFLEC99 EA1384 GEOID HEIGHT- -37.17 (meters) GEOID99 EA1384 DYNAMIC HT - 5.484 (meters) 17.99 (feet) COMP EA1384 MODELED GRAV- 979,711.2 (mgal) NAVD 88 EA1384 EA1384 HORZ ORDER - SECOND EA1384 VERT ORDER - SECOND CLASS II EA1384 EA1384.The North Carolina/South Carolina HARNS have been completed but, EA1384.due to contractual restrictions, coordinates for these stations EA1384.will NOT be published in the near future. In the interim, the EA1384.published coordinates in North and South Carolina will not be EA1384.consistent with the Continuously Operating Reference Stations EA1384.(CORS). The HARN coordinates for these stations are available EA1384.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA1384.Lapine(803-896-7700). EA1384. EA1384.In addition, the published North and South Carolina positions EA1384.(NAD 83 (1986)) are NOT consistent with those determined in EA1384.adjacent state readjustments. The discontinuity between stations EA1384.located in North or South Carolina and those in adjacent states EA1384.which have been adjusted to the HARN may be as much as 5 EA1384.decimeters. This will result in a significant loss of accuracy EA1384.over lines crossing such state borders. EA1384 EA1384 EA1384.The horizontal coordinates were established by classical geodetic methods EA1384.and adjusted by the National Geodetic Survey in April 1997. EA1384 EA1384.The orthometric height was determined by differential leveling EA1384.and adjusted by the National Geodetic Survey in June 1991. EA1384 EA1384.The Laplace correction was computed from DEFLEC99 derived deflections. EA1384 EA1384.The geoid height was determined by GEOID99. EA1384 EA1384.The dynamic height is computed by dividing the NAVD 88 EA1384.geopotential number by the normal gravity value computed on the EA1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1384.degrees latitude (g = 980.6199 gals.). EA1384 EA1384.The modeled gravity was interpolated from observed gravity values. EA1384 EA1384; North East Units Scale Converg. EA1384;SPC NC - 106,796.914 788,531.323 MT 0.99991917 +1 07 38.3 EA1384;UTM 18 - 3,841,333.756 312,522.762 MT 1.00003323 -1 09 55.7 EA1384 EA1384 SUPERSEDED SURVEY CONTROL EA1384 EA1384 NAVD 88 (04/01/97) 5.49 (m) 18.0 (f) LEVELING 3 EA1384 EA1384.Superseded values are not recommended for survey control. EA1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1384.See file dsdata.txt to determine how the superseded data were derived. EA1384 EA1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1252341334(NAD 83) EA1384_MARKER: DE = TRAVERSE STATION DISK EA1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1384_STAMPING: RUTH 1981 EA1384_MARK LOGO: NCGS EA1384_PROJECTION: RECESSED 8 CENTIMETERS EA1384_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EA1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1384+STABILITY: SURFACE MOTION EA1384 EA1384 HISTORY - Date Condition Report By EA1384 HISTORY - 1981 MONUMENTED NCGS EA1384 HISTORY - 1981 GOOD NCGS EA1384 HISTORY - 19820315 GOOD NCGS EA1384 HISTORY - 20030930 MARK NOT FOUND USPSQD EA1384 EA1384 STATION DESCRIPTION EA1384 EA1384'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1384'4.2 MI EAST FROM SWANSBORO. EA1384'1.4 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58 IN CAPE EA1384'CARTERET, IN SOUTH SHOULDER OF HIGHWAY IN FRONT OF RUTHS CAFE AT EA1384'INTERSECTION WITH BAYSHORE DRIVE, 25.2 FEET SOUTH OF CENTERLINE OF EA1384'HIGHWAY, 37.1 FEET EAST OF CENTERLINE OF BAYSHORE DRIVE, 22.6 FEET EA1384'NORTHEAST OF CONCRETE STREET MARKER, 26.3 FEET NORTH OF UTILITY POLE EA1384'WITH REFERENCE TAG, 27.5 FEET NORTH OF TELEPHONE PEDESTAL AND 82.6 EA1384'FEET NORTHWEST OF RUTHS CAFE BUILDING. EA1384'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1384 EA1384 STATION RECOVERY (1982) EA1384 EA1384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA1384'RECOVERED AS DESCRIBED. EA1384 EA1384 STATION RECOVERY (2003) EA1384 EA1384'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM) EA1384'MARK NOT FOUND.