1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB2248 *********************************************************************** EB2248 DESIGNATION - ASH EB2248 PID - EB2248 EB2248 STATE/COUNTY- NC/BRUNSWICK EB2248 USGS QUAD - FREELAND (1990) EB2248 EB2248 *CURRENT SURVEY CONTROL EB2248 ___________________________________________________________________ EB2248* NAD 83(1986)- 34 02 07.30345(N) 078 31 46.77799(W) ADJUSTED EB2248* NAVD 88 - 19. (meters) 62. (feet) SCALED EB2248 ___________________________________________________________________ EB2248 LAPLACE CORR- -4.24 (seconds) DEFLEC99 EB2248 GEOID HEIGHT- -35.39 (meters) GEOID03 EB2248 EB2248 HORZ ORDER - SECOND EB2248 EB2248.The North Carolina HARNS have been completed but, EB2248.due to contractual restrictions, coordinates for these stations EB2248.will NOT be published in the near future. In the interim, the EB2248.published coordinates in North Carolina will not be EB2248.consistent with the Continuously Operating Reference Stations EB2248.(CORS). The HARN coordinates for these stations are available EB2248.upon request. Contact Gary Thompson(919-733-3836). EB2248. EB2248.In addition, the published North Carolina positions EB2248.(NAD 83 (1986)) are NOT consistent with those determined in EB2248.adjacent state readjustments. The discontinuity between stations EB2248.located in North Carolina and those in adjacent states EB2248.which have been adjusted to the HARN may be as much as 5 EB2248.decimeters. This will result in a significant loss of accuracy EB2248.over lines crossing such state borders. EB2248 EB2248 EB2248.The horizontal coordinates were established by classical geodetic methods EB2248.and adjusted by the National Geodetic Survey in July 1986. EB2248 EB2248.The orthometric height was scaled from a topographic map. EB2248 EB2248.The Laplace correction was computed from DEFLEC99 derived deflections. EB2248 EB2248.The geoid height was determined by GEOID03. EB2248 EB2248; North East Units Scale Factor Converg. EB2248;SPC NC - 31,760.209 653,039.415 MT 1.00009583 +0 16 17.3 EB2248;SPC NC - 104,199.95 2,142,513.48 sFT 1.00009583 +0 16 17.3 EB2248;UTM 17 - 3,768,829.686 728,062.518 MT 1.00024121 +1 22 59.7 EB2248 EB2248! - Elev Factor x Scale Factor = Combined Factor EB2248!SPC NC - 1.00000262 x 1.00009583 = 1.00009845 EB2248!UTM 17 - 1.00000262 x 1.00024121 = 1.00024383 EB2248 EB2248: Primary Azimuth Mark Grid Az EB2248:SPC NC - ASH AZ MK 193 51 44.9 EB2248:UTM 17 - ASH AZ MK 192 45 02.5 EB2248 EB2248|---------------------------------------------------------------------| EB2248| PID Reference Object Distance Geod. Az | EB2248| dddmmss.s | EB2248| EB3142 ASH RM 1 35.781 METERS 01814 | EB2248| EB3143 ASH RM 2 31.029 METERS 13138 | EB2248| EB3141 ASH AZ MK 1940802.2 | EB2248|---------------------------------------------------------------------| EB2248 EB2248 SUPERSEDED SURVEY CONTROL EB2248 EB2248 NAD 27 - 34 02 06.68900(N) 078 31 47.74200(W) AD( ) 2 EB2248 EB2248.Superseded values are not recommended for survey control. EB2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2248.See file dsdata.txt to determine how the superseded data were derived. EB2248 EB2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2806368830(NAD 83) EB2248_MARKER: DS = TRIANGULATION STATION DISK EB2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2248_STAMPING: ASH 1942 EB2248_MARK LOGO: CGS EB2248_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2248+STABILITY: SURFACE MOTION EB2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2248+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001 EB2248 EB2248 HISTORY - Date Condition Report By EB2248 HISTORY - 1942 MONUMENTED CGS EB2248 HISTORY - 19890901 POOR NCGS EB2248 HISTORY - 20010626 GOOD USPSQD EB2248 EB2248 STATION DESCRIPTION EB2248 EB2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE) EB2248'STATION IS ABOUT 2 MILES DUE S OF THE ASH POST OFFICE, ON EB2248'LAND OWNED AND OCCUPIED BY E.G. SMITH. STATION MARK IS SET 54 EB2248'FEET NE OF A TOBACCO BARN, 51 FEET W OF THE CENTER LINE OF EB2248'DIRT ROAD, PROJECTS 10 INCHES, AND IS STAMPED ASH 1942. EB2248' EB2248'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE EB2248'STANDARD BRONZE DISKS SET IN CONCRETE. EB2248' EB2248'REFERENCE MARK NO.1 IS 117.39 FEET N OF STATION, 46 FEET W OF EB2248'DIRT ROAD, 14 FEET N OF FARM ENTRANCE LANE, PROJECTS 6 INCHES, EB2248'AND IS STAMPED ASH NO.1 1942. EB2248' EB2248'REFERENCE MARK NO.2 IS 101.84 FEET ESE OF STATION, 40 FEET E EB2248'OF THE CENTER LINE OF DIRT ROAD, PROJECTS 6 INCHES, AND IS EB2248'STAMPED ASH NO.2 1942. EB2248' EB2248'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF STATION, 31 EB2248'FEET W OF THE CENTER LINE OF DIRT ROAD, 2 FEET N OF WHITE EB2248'REFERENCE POST, PROJECTS 6 INCHES, AND IS STAMPED ASH 1942. EB2248' EB2248'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF EB2248'ASH, GO SOUTHERLY ON STATE HIGHWAY 130 FOR 0.65 MILE TO EB2248'CROSSROADS AT THE SOLDIER BAY BAPTIST CHURCH, TURN RIGHT AND EB2248'FOLLOW DIRT ROAD FOR 1.85 MILES TO STATION ON RIGHT AT THE EB2248'E.G. SMITH HOUSE. EB2248' EB2248'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EB2248 EB2248 STATION RECOVERY (1989) EB2248 EB2248'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EB2248'STATION MARK WAS FOUND, BUT MAY BE DISTURBED. REFERENCE MARKS WERE EB2248'BOTH FOUND DESTROYED. THE AZIMUTH MARK WAS NOT FOUND. THE STATION MARK EB2248'IS AT INTERSECTION OF SR 1321 AND SR 1322, 502. FT (153.0 M) NORTHWEST EB2248'OF CENTERLINE OF SR 1321, 152.3 FT (46.4 M) SOUTH-SOUTHWEST OF EB2248'CENTERLINE OF SR 1322, 94.3 FT (28.7 M) NORTH-NORTHEAST OF CENTERLINE EB2248'OF DRIVEWAY, 52.7 FT (16.1 M) SOUTH-SOUTHEAST OF POWER POLE WITH EB2248'TRANSFORMER AND REFERENCE TAG. EB2248 EB2248 STATION RECOVERY (2001) EB2248 EB2248'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH) EB2248'MARKER IS NOW FLUSH WITH THE GROUND. RM STILL ON PP A 50. DID NOT EB2248'LOOK FOR RM1, RM2 OR AZMK. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB2249 *********************************************************************** EB2249 DESIGNATION - BRITTON EB2249 PID - EB2249 EB2249 STATE/COUNTY- NC/BRUNSWICK EB2249 USGS QUAD - FREELAND (1990) EB2249 EB2249 *CURRENT SURVEY CONTROL EB2249 ___________________________________________________________________ EB2249* NAD 83(1986)- 34 06 10.07956(N) 078 32 00.48117(W) ADJUSTED EB2249* NAVD 88 - 16. (meters) 52. (feet) SCALED EB2249 ___________________________________________________________________ EB2249 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EB2249 GEOID HEIGHT- -35.37 (meters) GEOID03 EB2249 EB2249 HORZ ORDER - SECOND EB2249 EB2249.The North Carolina HARNS have been completed but, EB2249.due to contractual restrictions, coordinates for these stations EB2249.will NOT be published in the near future. In the interim, the EB2249.published coordinates in North Carolina will not be EB2249.consistent with the Continuously Operating Reference Stations EB2249.(CORS). The HARN coordinates for these stations are available EB2249.upon request. Contact Gary Thompson(919-733-3836). EB2249. EB2249.In addition, the published North Carolina positions EB2249.(NAD 83 (1986)) are NOT consistent with those determined in EB2249.adjacent state readjustments. The discontinuity between stations EB2249.located in North Carolina and those in adjacent states EB2249.which have been adjusted to the HARN may be as much as 5 EB2249.decimeters. This will result in a significant loss of accuracy EB2249.over lines crossing such state borders. EB2249 EB2249 EB2249.The horizontal coordinates were established by classical geodetic methods EB2249.and adjusted by the National Geodetic Survey in July 1986. EB2249 EB2249.The orthometric height was scaled from a topographic map. EB2249 EB2249.The Laplace correction was computed from DEFLEC99 derived deflections. EB2249 EB2249.The geoid height was determined by GEOID03. EB2249 EB2249; North East Units Scale Factor Converg. EB2249;SPC NC - 39,239.541 652,652.716 MT 1.00007181 +0 16 09.4 EB2249;SPC NC - 128,738.39 2,141,244.79 sFT 1.00007181 +0 16 09.4 EB2249;UTM 17 - 3,776,301.260 727,530.525 MT 1.00023822 +1 23 00.7 EB2249 EB2249! - Elev Factor x Scale Factor = Combined Factor EB2249!SPC NC - 1.00000309 x 1.00007181 = 1.00007490 EB2249!UTM 17 - 1.00000309 x 1.00023822 = 1.00024131 EB2249 EB2249: Primary Azimuth Mark Grid Az EB2249:SPC NC - BRITTON AZ MK 080 19 45.5 EB2249:UTM 17 - BRITTON AZ MK 079 12 54.2 EB2249 EB2249|---------------------------------------------------------------------| EB2249| PID Reference Object Distance Geod. Az | EB2249| dddmmss.s | EB2249| EB3178 BRITTON RM 1 40.414 METERS 01714 | EB2249| EB3177 BRITTON AZ MK 0803554.9 | EB2249| EB3179 BRITTON RM 2 31.580 METERS 08745 | EB2249|---------------------------------------------------------------------| EB2249 EB2249 SUPERSEDED SURVEY CONTROL EB2249 EB2249 NAD 27 - 34 06 09.46800(N) 078 32 01.44500(W) AD( ) 2 EB2249 EB2249.Superseded values are not recommended for survey control. EB2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2249.See file dsdata.txt to determine how the superseded data were derived. EB2249 EB2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2753176301(NAD 83) EB2249_MARKER: DS = TRIANGULATION STATION DISK EB2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2249_STAMPING: BRITTON 1942 EB2249_MARK LOGO: CGS EB2249_MAGNETIC: N = NO MAGNETIC MATERIAL EB2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2249+STABILITY: SURFACE MOTION EB2249 EB2249 HISTORY - Date Condition Report By EB2249 HISTORY - 1942 MONUMENTED CGS EB2249 HISTORY - 1942 GOOD CGS EB2249 HISTORY - 19891013 SEE DESCRIPTION NCGS EB2249 HISTORY - 19991102 SEE DESCRIPTION NCGS EB2249 EB2249 STATION DESCRIPTION EB2249 EB2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE) EB2249'STATION IS ABOUT 2 MILES N AND 0.5 MILE E OF THE ASH POST EB2249'OFFICE, ON THE GROUNDS OF THE BRITTON BAPTIST CHURCH, 0.1 MILE EB2249'N OF A CROSS ROAD, 220 FEET SE OF A T-ROAD INTERSECTION, 95 EB2249'FEET S OF THE SE CORNER OF CHURCH, 88 FEET E OF THE CENTER EB2249'LINE OF N-S ROAD, 7 FEET NE OF STANDARD REFERENCE POST. MARK EB2249'PROJECTS 6 INCHES, AND IS STAMPED BRITTON 1942. EB2249' EB2249'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE EB2249'STANDARD BRONZE DISKS SET IN CONCRETE. EB2249' EB2249'REFERENCE MARK NO.1 IS 132.59 FEET NNE OF THE STATION, 16 EB2249'FEET E OF THE NE CORNER OF THE CHURCH, 25 FEET S OF CENTER EB2249'LINE OF T-ROAD E, PROJECTS 8 INCHES, AND IS STAMPED BRITTON EB2249'NO.1 1942. EB2249' EB2249'REFERENCE MARK NO.2 IS 103.61 FEET E OF THE STATION, 40 FEET EB2249'S OF S EDGE OF SMALL CEMETERY, 119 FEET SE OF SE CORNER OF EB2249'CHURCH, PROJECTS 4 INCHES, AND IS STAMPED BRITTON NO.2 1942. EB2249' EB2249'THE AZIMUTH MARK IS ABOUT 0.45 MILE E OF THE STATION, ON THE EB2249'S SIDE OF THE T-ROAD E, 45 FEET S OF THE CENTER LINE, 38 FEET EB2249'NW OF HIGH LINE POLE, 4 FEET SE OF STANDARD REFERENCE POST, 8 FEET EB2249'W OF A DIM TRAIL TO THE S, PROJECTS 8 INCHES, AND IS STAMPED EB2249'BRITTON 1942. EB2249' EB2249'TO REACH FROM THE ASH POST OFFICE, GO NE ON STATE HIGHWAY 130 EB2249'FOR 2.4 MILES TO T-ROAD RIGHT JUST BEFORE COMING TO BRIDGE EB2249'OVER THE WACCAMAW RIVER, TURN RIGHT AND CONTINUE NORTHEASTERLY EB2249'1.0 MILE TO CROSSROADS, TURN LEFT AND GO 0.1 MILE TO THE EB2249'T-ROAD RIGHT AND BRITTON BAPTIST CHURCH ON THE RIGHT. EB2249' EB2249'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EB2249 EB2249 STATION RECOVERY (1942) EB2249 EB2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG) EB2249'STATION RECOVERED AS DESCRIBED, EXCEPT THAT STATION IS-- EB2249' EB2249'95 FEET S OF THE SW CORNER OF CHURCH, INSTEAD OF SE CORNER. EB2249' EB2249'85 FEET E OF THE CENTER LINE OF N-S ROAD, INSTEAD OF 88 FEET. EB2249 EB2249 STATION RECOVERY (1989) EB2249 EB2249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2249'NOT FOUND, REFERENCES PLACE STATION UNDER CLASSROOM BUILDING BUILT IN EB2249'1979. RM 2 AND AZIMUTH MARK WERE NOT FOUND. BRITTON REFERENCE MARK NO EB2249'1 1942 WAS FOUND. RM 1 IS 10.0 FT (3.0 M) SOUTH OF A CHAIN LINK FENCE EB2249'CORNER OF CEMETERY AND 1.5 FT (0.5 M) NORTH OF POWER POLE WITH LAMP EB2249'AND REFERENCE TAG. EB2249 EB2249 STATION RECOVERY (1999) EB2249 EB2249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB2249'NOT FOUND. NEW CHURCH BUILT IN 1966, DISTANCES PULL TO SIDEWALK. RM 1 EB2249'FOUND IN GOOD CONDITION, RM 2 NOT FOUND, CEMETARY EXPANDED, BRITTON AZ EB2249'MK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 DG8665 *********************************************************************** DG8665 DESIGNATION - COOK DG8665 PID - DG8665 DG8665 STATE/COUNTY- NC/BRUNSWICK DG8665 USGS QUAD - ACME (1984) DG8665 DG8665 *CURRENT SURVEY CONTROL DG8665 ___________________________________________________________________ DG8665* NAD 83(1986)- 34 20 41.71606(N) 078 09 59.04981(W) ADJUSTED DG8665* NAVD 88 - 14.9 (meters) 49. (feet) GPS OBS DG8665 ___________________________________________________________________ DG8665 LAPLACE CORR- -3.45 (seconds) DEFLEC99 DG8665 GEOID HEIGHT- -35.81 (meters) GEOID03 DG8665 DG8665 HORZ ORDER - FIRST DG8665 DG8665.The North Carolina HARNS have been completed but, DG8665.due to contractual restrictions, coordinates for these stations DG8665.will NOT be published in the near future. In the interim, the DG8665.published coordinates in North Carolina will not be DG8665.consistent with the Continuously Operating Reference Stations DG8665.(CORS). The HARN coordinates for these stations are available DG8665.upon request. Contact Gary Thompson(919-733-3836). DG8665. DG8665.In addition, the published North Carolina positions DG8665.(NAD 83 (1986)) are NOT consistent with those determined in DG8665.adjacent state readjustments. The discontinuity between stations DG8665.located in North Carolina and those in adjacent states DG8665.which have been adjusted to the HARN may be as much as 5 DG8665.decimeters. This will result in a significant loss of accuracy DG8665.over lines crossing such state borders. DG8665 DG8665 DG8665.The horizontal coordinates were established by GPS observations DG8665.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2004. DG8665 DG8665.The orthometric height was determined by GPS observations and a DG8665.high-resolution geoid model. DG8665 DG8665.The Laplace correction was computed from DEFLEC99 derived deflections. DG8665 DG8665.The geoid height was determined by GEOID03. DG8665 DG8665; North East Units Scale Factor Converg. DG8665;SPC NC - 66,318.935 686,299.116 MT 0.99999681 +0 28 52.1 DG8665;SPC NC - 217,581.37 2,251,633.02 sFT 0.99999681 +0 28 52.1 DG8665;UTM 17 - 3,804,039.305 760,653.093 MT 1.00043754 +1 35 58.4 DG8665 DG8665! - Elev Factor x Scale Factor = Combined Factor DG8665!SPC NC - 1.00000328 x 0.99999681 = 1.00000009 DG8665!UTM 17 - 1.00000328 x 1.00043754 = 1.00044082 DG8665 DG8665 SUPERSEDED SURVEY CONTROL DG8665 DG8665.No superseded survey control is available for this station. DG8665 DG8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6065304039(NAD 83) DG8665_MARKER: DH = HORIZONTAL CONTROL DISK DG8665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8665_STAMPING: COOK 1989 DG8665_MARK LOGO: NCGS DG8665_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DG8665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8665+STABILITY: SURFACE MOTION DG8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8665+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996 DG8665 DG8665 HISTORY - Date Condition Report By DG8665 HISTORY - 1989 MONUMENTED NCGS DG8665 HISTORY - 19960807 GOOD NCGS DG8665 DG8665 STATION DESCRIPTION DG8665 DG8665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) DG8665'STATION IS LOCATED ABOUT 19.2 MI (30.9 KM) NORTH OF BOLOVIA, 4.5 MI DG8665'(7.2 KM) NORTH-NORTHWEST OF MACO, AND 2.6 MI (4.2 KM) EAST-NORTHEAST DG8665'OF ACME (COLUMBUS COUNTY) . PROCEED ALONG NC 87 FOR 1.25 MI (2.01 KM) DG8665'NORTHWEST FROM US 74-76 TO SR 1878, THENCE EAST ALONG SR 1878 FOR 1.1 DG8665'MI (1.8 KM) TO SR 1818, THENCE NORTHEAST ALONG SR 1818 FOR 2.8 MI (4.5 DG8665'KM) TO THE STATION, IN THE YARD OF THE COOK RESIDENCE, OR 0.4 MI (0.6 DG8665'KM) NORTHEAST OF THE COLUMBUS-BRUNSWICK COUNTY LINE. MARK IS ABOUT DG8665'LEVEL WITH THE DRIVEWAY AND IS FLUSH WITH THE GROUND. LOCATED 239.5 FT DG8665'(73.0 M) NORTHEAST OF THE CENTERLINE OF SR 1818, 67.8 FT (20.7 M) DG8665'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 143.1 FT (43.6 M) DG8665'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 149.9 DG8665'FT (45.7 M) WEST OF A 24-INCH PECAN--AND 178.2 FT (54.3 M) NORTHWEST DG8665'OF A POWER POLE, 125.9 FT (38.4 M) NORTH-NORTHEAST OF AN 18-INCH DG8665'PINE--BOTH WITH A REFERENCE TAG. DG8665 DG8665 STATION RECOVERY (1996) DG8665 DG8665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) DG8665'RECOVERED AS DESCRIBED. MARK IS 239.5 FT (73.0 M) NORTHEAST OF THE DG8665'CENTERLINE OF SR 1818. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB0239 *********************************************************************** EB0239 DESIGNATION - H 114 EB0239 PID - EB0239 EB0239 STATE/COUNTY- NC/BRUNSWICK EB0239 USGS QUAD - ACME (1984) EB0239 EB0239 *CURRENT SURVEY CONTROL EB0239 ___________________________________________________________________ EB0239* NAD 83(1986)- 34 17 22.91061(N) 078 09 23.27112(W) ADJUSTED EB0239* NAVD 88 - 17.351 (meters) 56.93 (feet) ADJUSTED EB0239 ___________________________________________________________________ EB0239 LAPLACE CORR- -3.28 (seconds) DEFLEC99 EB0239 GEOID HEIGHT- -35.95 (meters) GEOID03 EB0239 DYNAMIC HT - 17.334 (meters) 56.87 (feet) COMP EB0239 MODELED GRAV- 979,666.2 (mgal) NAVD 88 EB0239 EB0239 HORZ ORDER - FIRST EB0239 VERT ORDER - FIRST CLASS I EB0239 EB0239.The North Carolina HARNS have been completed but, EB0239.due to contractual restrictions, coordinates for these stations EB0239.will NOT be published in the near future. In the interim, the EB0239.published coordinates in North Carolina will not be EB0239.consistent with the Continuously Operating Reference Stations EB0239.(CORS). The HARN coordinates for these stations are available EB0239.upon request. Contact Gary Thompson(919-733-3836). EB0239. EB0239.In addition, the published North Carolina positions EB0239.(NAD 83 (1986)) are NOT consistent with those determined in EB0239.adjacent state readjustments. The discontinuity between stations EB0239.located in North Carolina and those in adjacent states EB0239.which have been adjusted to the HARN may be as much as 5 EB0239.decimeters. This will result in a significant loss of accuracy EB0239.over lines crossing such state borders. EB0239 EB0239 EB0239.The horizontal coordinates were established by GPS observations EB0239.and adjusted by the National Geodetic Survey in September 2001. EB0239 EB0239.The orthometric height was determined by differential leveling EB0239.and adjusted by the National Geodetic Survey in June 1991. EB0239 EB0239.The Laplace correction was computed from DEFLEC99 derived deflections. EB0239 EB0239.The geoid height was determined by GEOID03. EB0239 EB0239.The dynamic height is computed by dividing the NAVD 88 EB0239.geopotential number by the normal gravity value computed on the EB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0239.degrees latitude (g = 980.6199 gals.). EB0239 EB0239.The modeled gravity was interpolated from observed gravity values. EB0239 EB0239; North East Units Scale Factor Converg. EB0239;SPC NC - 60,200.987 687,265.575 MT 1.00001237 +0 29 12.7 EB0239;SPC NC - 197,509.40 2,254,803.81 sFT 1.00001237 +0 29 12.7 EB0239;UTM 17 - 3,797,938.702 761,739.129 MT 1.00044454 +1 36 10.4 EB0239 EB0239! - Elev Factor x Scale Factor = Combined Factor EB0239!SPC NC - 1.00000292 x 1.00001237 = 1.00001529 EB0239!UTM 17 - 1.00000292 x 1.00044454 = 1.00044746 EB0239 EB0239 SUPERSEDED SURVEY CONTROL EB0239 EB0239 NAD 83(1986)- 34 17 22.91072(N) 078 09 23.27222(W) AD( ) 2 EB0239 NAD 27 - 34 17 22.29977(N) 078 09 24.28738(W) AD( ) 2 EB0239 NAVD 88 (09/06/01) 17.35 (m) 56.9 (f) LEVELING 3 EB0239 NGVD 29 (10/06/93) 17.662 (m) 57.95 (f) ADJUSTED 1 1 EB0239 EB0239.Superseded values are not recommended for survey control. EB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0239.See file dsdata.txt to determine how the superseded data were derived. EB0239 EB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6173997939(NAD 83) EB0239_MARKER: DB = BENCH MARK DISK EB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0239_STAMPING: H 114 1963 EB0239_MARK LOGO: CGS EB0239_PROJECTION: PROJECTING 3 CENTIMETERS EB0239_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0239+STABILITY: SURFACE MOTION EB0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB0239+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2001 EB0239 EB0239 HISTORY - Date Condition Report By EB0239 HISTORY - 1963 MONUMENTED CGS EB0239 HISTORY - 1969 GOOD CGS EB0239 HISTORY - 1969 GOOD NGS EB0239 HISTORY - 1979 GOOD NCGS EB0239 HISTORY - 1979 GOOD NCGS EB0239 HISTORY - 1984 GOOD USPSQD EB0239 HISTORY - 1985 GOOD USPSQD EB0239 HISTORY - 19890112 GOOD NCGS EB0239 HISTORY - 19960708 GOOD NCGS EB0239 HISTORY - 19981103 GOOD NCGS EB0239 HISTORY - 19981103 GOOD NCGS EB0239 HISTORY - 20010701 GOOD USPSQD EB0239 EB0239 STATION DESCRIPTION EB0239 EB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EB0239'4.1 MI SE FROM DELCO. EB0239'ABOUT 4.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAYS 74 AND 76 EB0239'FROM THE ACME-DELCO SCHOOL AT DELCO, ALONG THE ATLANTIC COAST LINE EB0239'RAILROAD, AT A SAND ROAD CROSSING LEADING TO MACO LOOKOUT TOWER, 68 EB0239'FEET WEST SOUTHWEST OF CENTER OF CROSSING, 61 FEET SOUTHWEST OF EB0239'SOUTHWEST RAIL, 22 FEET NORTHWEST OF CENTER LINE OF ROAD, 1.5 FEET EB0239'SOUTHEAST OF A CREOSOTE WITNESS POST, 1/2 FOOT ABOVE LEVEL OF TRACK, EB0239'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. EB0239 EB0239 STATION RECOVERY (1969) EB0239 EB0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 EB0239'BM H 114, STAMPED H 114 1963 IS A STANDARD BENCH MARK DISK SET EB0239'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND EB0239'SURFACE. IT IS 63.5 FEET SOUTH OF CENTER OF THE RAILROAD EB0239'TRACKS, 22 FEET WEST OF CENTER OF THE DRIVEWAY AND 1.4 FEET EB0239'EAST OF A WOODEN WITNESS POST. EB0239' EB0239'TO REACH THE STATION FROM THE POST OFFICE IN LELAND, GO EB0239'WESTERLY ON U.S. HIGHWAYS 74 AND 76 FOR 6.0 MILES TO THE EB0239'JUNCTION OF STATE HIGHWAY 87. CONTINUE WESTERLY ON HIGHWAYS 74, EB0239'76 AND 87 FOR 1.05 MILES TO A SIDE ROAD LEADING TO THE MACO FIRE EB0239'TOWER. TURN LEFT AND GO SOUTH CROSSING A RAILROAD TRACK FOR EB0239'0.05 MILE TO STATION. EB0239 EB0239 STATION RECOVERY (1969) EB0239 EB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 EB0239'RECOVERED IN GOOD CONDITION. EB0239 EB0239 STATION RECOVERY (1979) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) EB0239'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EB0239'DESCRIPTION FOLLOWS. EB0239' EB0239'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTHEAST OF DELCO. EB0239' EB0239'THE STATION IS LOCATED 1.05 MILES WEST ALONG US 74 AND US 76 FROM THE EB0239'INTERSECTION WITH NC 87 AT MACO, ON THE WEST SIDE OF A DRIVE LEADING EB0239'TO MACO LOOKOUT TOWER. EB0239' EB0239'DISK IS SET IN THE TOP OF A CONCRETE POST 1 INCH ABOVE THE GROUND EB0239'SURFACE. THE MARK IS 150.0 FEET SOUTHWEST OF THE CENTERLINE OF EAST EB0239'BOUND LANES OF HIGHWAY, 22.0 FEET NORTHWEST OF CENTERLINE OF DRIVE, EB0239'86.1 FEET NORTHEAST OF MACO REFERENCE MARK 2 AND 135.6 FEET NORTH OF EB0239'MACO 2 TRIANGULATION STATION. EB0239 EB0239 STATION RECOVERY (1979) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EB0239'1.05 MILES WEST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION EB0239'WITH N.C. 87 AT MACO, ON THE WEST SIDE OF A DIRT DRIVE LEADING EB0239'TO MACO LOOKOUT TOWER, 150.0 FEET SOUTHWEST OF CENTERLINE OF EB0239'EASTBOUND LANES OF HIGHWAY, 22.0 FEET NORTHWEST OF CENTERLINE OF EB0239'DRIVE, 86.1 FEET NORTHEAST OF MACO RM 2 AND 135.6 FEET NORTH OF EB0239'MACO 2 TRIANGULATION STATION. EB0239'THE MARK IS 1.5 FT SE FROM A WITNESS POST. EB0239'THE MARK IS 2 FT ABOVE HIGHWAY. EB0239 EB0239 STATION RECOVERY (1984) EB0239 EB0239'RECOVERY NOTE BY US POWER SQUADRON 1984 EB0239'RECOVERED IN GOOD CONDITION. EB0239 EB0239 STATION RECOVERY (1985) EB0239 EB0239'RECOVERY NOTE BY US POWER SQUADRON 1985 EB0239'RECOVERED IN GOOD CONDITION. EB0239 EB0239 STATION RECOVERY (1989) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EB0239'RECOVERED AS DESCRIBED. EB0239 EB0239 STATION RECOVERY (1996) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EB0239'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS FLUSH EB0239'WITH GROUND. LOCATED 1.3 FT (0.4 M) SOUTHEAST OF A WOODEN WITNESS EB0239'POST. EB0239 EB0239 STATION RECOVERY (1998) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EB0239'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATE. THE STATION IS EB0239'ABOUT 5-FT HIGHER THAN US-74/76. EB0239 EB0239 STATION RECOVERY (1998) EB0239 EB0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EB0239'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATE. THE STATION IS EB0239'ABOUT 5-FT HIGHER THAN US-74/76. EB0239 EB0239 STATION RECOVERY (2001) EB0239 EB0239'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH) EB0239'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB2246 *********************************************************************** EB2246 DESIGNATION - JUNIPER EB2246 PID - EB2246 EB2246 STATE/COUNTY- NC/BRUNSWICK EB2246 USGS QUAD - OLD DOCK (1990) EB2246 EB2246 *CURRENT SURVEY CONTROL EB2246 ___________________________________________________________________ EB2246* NAD 83(1986)- 34 08 52.31279(N) 078 31 42.75331(W) ADJUSTED EB2246* NAVD 88 - 11.0 (meters) 36. (feet) GPS OBS EB2246 ___________________________________________________________________ EB2246 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EB2246 GEOID HEIGHT- -35.34 (meters) GEOID03 EB2246 EB2246 HORZ ORDER - FIRST EB2246 EB2246.The North Carolina HARNS have been completed but, EB2246.due to contractual restrictions, coordinates for these stations EB2246.will NOT be published in the near future. In the interim, the EB2246.published coordinates in North Carolina will not be EB2246.consistent with the Continuously Operating Reference Stations EB2246.(CORS). The HARN coordinates for these stations are available EB2246.upon request. Contact Gary Thompson(919-733-3836). EB2246. EB2246.In addition, the published North Carolina positions EB2246.(NAD 83 (1986)) are NOT consistent with those determined in EB2246.adjacent state readjustments. The discontinuity between stations EB2246.located in North Carolina and those in adjacent states EB2246.which have been adjusted to the HARN may be as much as 5 EB2246.decimeters. This will result in a significant loss of accuracy EB2246.over lines crossing such state borders. EB2246 EB2246 EB2246.The horizontal coordinates were established by GPS observations EB2246.and adjusted by the National Geodetic Survey in September 2001. EB2246 EB2246.The orthometric height was determined by GPS observations and a EB2246.high-resolution geoid model. EB2246 EB2246.The Laplace correction was computed from DEFLEC99 derived deflections. EB2246 EB2246.The geoid height was determined by GEOID03. EB2246 EB2246; North East Units Scale Factor Converg. EB2246;SPC NC - 44,240.747 653,083.393 MT 1.00005652 +0 16 19.6 EB2246;SPC NC - 145,146.52 2,142,657.77 sFT 1.00005652 +0 16 19.6 EB2246;UTM 17 - 3,781,310.777 727,863.857 MT 1.00024008 +1 23 16.4 EB2246 EB2246! - Elev Factor x Scale Factor = Combined Factor EB2246!SPC NC - 1.00000381 x 1.00005652 = 1.00006033 EB2246!UTM 17 - 1.00000381 x 1.00024008 = 1.00024389 EB2246 EB2246: Primary Azimuth Mark Grid Az EB2246:SPC NC - JUNIPER AZ MK 093 25 57.1 EB2246:UTM 17 - JUNIPER AZ MK 092 19 00.3 EB2246 EB2246|---------------------------------------------------------------------| EB2246| PID Reference Object Distance Geod. Az | EB2246| dddmmss.s | EB2246| EB3385 JUNIPER RM 1 36.262 METERS 06633 | EB2246| EB3384 JUNIPER AZ MK 0934216.7 | EB2246| EB3386 JUNIPER RM 2 32.793 METERS 22111 | EB2246|---------------------------------------------------------------------| EB2246 EB2246 SUPERSEDED SURVEY CONTROL EB2246 EB2246 NAD 83(1986)- 34 08 52.31162(N) 078 31 42.75224(W) AD( ) 3 EB2246 NAD 27 - 34 08 51.70200(N) 078 31 43.71700(W) AD( ) 3 EB2246 NGVD 29 (07/19/86) 115.34 (m) 378.4 (f) LEVELING 3 EB2246 EB2246.Superseded values are not recommended for survey control. EB2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2246.See file dsdata.txt to determine how the superseded data were derived. EB2246 EB2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2786481311(NAD 83) EB2246_MARKER: DS = TRIANGULATION STATION DISK EB2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2246_STAMPING: JUNIPER 1942 EB2246_MARK LOGO: CGS EB2246_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2246+STABILITY: SURFACE MOTION EB2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2246+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000 EB2246 EB2246 HISTORY - Date Condition Report By EB2246 HISTORY - 1942 MONUMENTED CGS EB2246 HISTORY - 19890920 GOOD NCGS EB2246 HISTORY - 20000328 GOOD NCGS EB2246 EB2246 STATION DESCRIPTION EB2246 EB2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE) EB2246'THE STATION IS ABOUT 5 MILES ESE OF THE OLD DOCK STORE, AND EB2246'ABOUT 6 MILES N OF THE ASH POST OFFICE, 89.15 FEET SE OF A T-ROAD EB2246'INTERSECTION, 44.2 FEET S OF THE SW CORNER OF AN OLD EB2246'ABANDONED STORE BUILDING, 40.7 FEET E OF THE CENTER LINE OF A EB2246'GRADED DIRT ROAD, AND 2.5 FEET W OF A 4- BY 4-INCH WHITE POST. EB2246'THE STATION MARK PROJECTS 5 INCHES AND IS STAMPED JUNIPER 1942. EB2246' EB2246'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD EB2246'BRONZE DISKS SET IN CONCRETE. EB2246' EB2246'REFERENCE MARK NO.1 IS 118.97 FEET ENE OF THE STATION AND 28.5 EB2246'FEET S OF THE CENTER LINE OF A GRADED DIRT ROAD. THE MARK EB2246'PROJECTS 5 INCHES AND IS STAMPED JUNIPER NO.1 1942. EB2246' EB2246'REFERENCE MARK NO.2 IS 107.59 FEET S OF THE STATION AND 24.8 EB2246'FEET E OF THE CENTER LINE OF A GRADED DIRT ROAD. THE MARK EB2246'PROJECTS 6 INCHES AND IS STAMPED JUNIPER NO.2 1942. EB2246' EB2246'THE AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 31.8 FEET S OF EB2246'THE CENTER LINE OF A GRADED DIRT ROAD, 20.2 FEET NW OF THE NW EB2246'CORNER OF A TOBACCO BARN AND 4.5 FEET S OF A 4- BY 4-INCH WHITE EB2246'POST. THE MARK PROJECTS 4 INCHES AND IS STAMPED JUNIPER 1942. EB2246' EB2246'TO REACH THE STATION FROM THE OLD DOCK STORE, GO E ON STATE EB2246'HIGHWAY 130 FOR 6.7 MILES TO AN ESSO SERVICE STATION ON THE LEFT EB2246'AND A T-ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO A T-ROAD, THENCE EB2246'LEFT FOR 3.7 MILES TO A T-ROAD RIGHT AND AN OLD ABANDONED STORE EB2246'BUILDING AND STATION. EB2246' EB2246'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EB2246 EB2246 STATION RECOVERY (1989) EB2246 EB2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EB2246'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES ARE AS FOLLOWS, MARK IS EB2246'79.0 FT (24.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1333, 92.8 FT EB2246'(28.3 M) NORTHWEST OF THE CENTERLINE OF SR 1335, 43.9 FT (13.4 M) EB2246'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 29.7 FT (9.1 EB2246'M) NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING AND EB2246'29.3 FT (8.9 M) NORTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG. EB2246 EB2246 STATION RECOVERY (2000) EB2246 EB2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EB2246'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. STATION IS ABOUT EB2246'LEVEL WITH ROAD (SR 1333). REFERENCE MARK NO. 2 FOUND IN GOOD EB2246'CONDITION. REFERENCE MARK NO. 1 DESTROYED, ONLY THE CONCRETE BASE EB2246'REMAINS. THE AZIMUTH MARK WAS FOUND LYING ON ITS SIDE AND DISK WAS EB2246'RETRIEVED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB1495 *********************************************************************** EB1495 DESIGNATION - MACO 2 EB1495 PID - EB1495 EB1495 STATE/COUNTY- NC/BRUNSWICK EB1495 USGS QUAD - ACME (1984) EB1495 EB1495 *CURRENT SURVEY CONTROL EB1495 ___________________________________________________________________ EB1495* NAD 83(1986)- 34 17 21.58014(N) 078 09 23.06803(W) ADJUSTED EB1495* NAVD 88 - 17.563 (meters) 57.62 (feet) ADJUSTED EB1495 ___________________________________________________________________ EB1495 LAPLACE CORR- -3.28 (seconds) DEFLEC99 EB1495 GEOID HEIGHT- -35.95 (meters) GEOID03 EB1495 DYNAMIC HT - 17.546 (meters) 57.57 (feet) COMP EB1495 MODELED GRAV- 979,666.0 (mgal) NAVD 88 EB1495 EB1495 HORZ ORDER - FIRST EB1495 VERT ORDER - FIRST CLASS II EB1495 EB1495.The North Carolina HARNS have been completed but, EB1495.due to contractual restrictions, coordinates for these stations EB1495.will NOT be published in the near future. In the interim, the EB1495.published coordinates in North Carolina will not be EB1495.consistent with the Continuously Operating Reference Stations EB1495.(CORS). The HARN coordinates for these stations are available EB1495.upon request. Contact Gary Thompson(919-733-3836). EB1495. EB1495.In addition, the published North Carolina positions EB1495.(NAD 83 (1986)) are NOT consistent with those determined in EB1495.adjacent state readjustments. The discontinuity between stations EB1495.located in North Carolina and those in adjacent states EB1495.which have been adjusted to the HARN may be as much as 5 EB1495.decimeters. This will result in a significant loss of accuracy EB1495.over lines crossing such state borders. EB1495 EB1495 EB1495.The horizontal coordinates were established by classical geodetic methods EB1495.and adjusted by the National Geodetic Survey in July 1986. EB1495 EB1495.The orthometric height was determined by differential leveling EB1495.and adjusted by the National Geodetic Survey in June 1991. EB1495 EB1495.The Laplace correction was computed from DEFLEC99 derived deflections. EB1495 EB1495.The geoid height was determined by GEOID03. EB1495 EB1495.The dynamic height is computed by dividing the NAVD 88 EB1495.geopotential number by the normal gravity value computed on the EB1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1495.degrees latitude (g = 980.6199 gals.). EB1495 EB1495.The modeled gravity was interpolated from observed gravity values. EB1495 EB1495; North East Units Scale Factor Converg. EB1495;SPC NC - 60,160.036 687,271.117 MT 1.00001248 +0 29 12.8 EB1495;SPC NC - 197,375.05 2,254,821.99 sFT 1.00001248 +0 29 12.8 EB1495;UTM 17 - 3,797,897.849 761,745.471 MT 1.00044458 +1 36 10.5 EB1495 EB1495! - Elev Factor x Scale Factor = Combined Factor EB1495!SPC NC - 1.00000289 x 1.00001248 = 1.00001537 EB1495!UTM 17 - 1.00000289 x 1.00044458 = 1.00044747 EB1495 EB1495: Primary Azimuth Mark Grid Az EB1495:SPC NC - DELCO 2 296 39 26.6 EB1495:UTM 17 - DELCO 2 295 32 28.9 EB1495 EB1495|---------------------------------------------------------------------| EB1495| PID Reference Object Distance Geod. Az | EB1495| dddmmss.s | EB1495| EB1497 FIRE 1975 NCGS 115.592 METERS 01444 | EB1495| EB2105 MACO FIRE TOWER 105.801 METERS 18910 | EB1495| EB1496 MACO 2 RM 3 68.300 METERS 19842 | EB1495| EB2104 DELCO 2 APPROX. 6.3 KM 2970839.4 | EB1495| EB2102 DELCO TV STATION WECT MAST APPROX. 7.5 KM 2981531.3 | EB1495| EB0240 MACO RM 2 31.907 METERS 31318 | EB1495| EB0239 H 114 41.324 METERS 35247 | EB1495|---------------------------------------------------------------------| EB1495 EB1495 SUPERSEDED SURVEY CONTROL EB1495 EB1495 NAD 27 - 34 17 20.96925(N) 078 09 24.08315(W) AD( ) 1 EB1495 NGVD 29 (10/06/93) 17.874 (m) 58.64 (f) ADJUSTED 1 2 EB1495 EB1495.Superseded values are not recommended for survey control. EB1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1495.See file dsdata.txt to determine how the superseded data were derived. EB1495 EB1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6174597898(NAD 83) EB1495_MARKER: DS = TRIANGULATION STATION DISK EB1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1495_SP_SET: CONCRETE POST EB1495_STAMPING: MACO 2 1969 EB1495_MARK LOGO: CGS EB1495_PROJECTION: FLUSH EB1495_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1495+STABILITY: SURFACE MOTION EB1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB1495+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1990 EB1495 EB1495 HISTORY - Date Condition Report By EB1495 HISTORY - 1969 MONUMENTED CGS EB1495 HISTORY - 1975 GOOD NCDNR EB1495 HISTORY - 1979 GOOD NCGS EB1495 HISTORY - 1979 GOOD NCGS EB1495 HISTORY - 1985 GOOD USPSQD EB1495 HISTORY - 19900206 GOOD NCGS EB1495 EB1495 STATION DESCRIPTION EB1495 EB1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH) EB1495'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF WILMINGTON, 7 EB1495'MILES NORTHWEST OF LELAND, 4 MILES SOUTHEAST OF DELCO, AT THE EB1495'SITE OF THE MACO FIRE TOWER AND ON PROPERTY OWNED BY THE RIEGAL EB1495'PAPER COMPANY. EB1495' EB1495'TO REACH THE STATION FROM THE POST OFFICE IN LELAND, GO EB1495'WESTERLY ON U.S. HIGHWAYS 74 AND 76 FOR 6.0 MILES TO THE EB1495'JUNCTION OF STATE HIGHWAY 87. CONTINUE WESTERLY ON HIGHWAYS 74, EB1495'76 AND 87 FOR 1.05 MILES TO A SIDE ROAD LEADING TO THE MACO FIRE EB1495'TOWER. TURN LEFT AND GO SOUTH CROSSING A RAILROAD TRACK FOR EB1495'0.05 MILE TO STATION ON LEFT AS DESCRIBED. EB1495' EB1495'STATION MARK, STAMPED MACO 2 1969 IS SET IN A ROUND CONCRETE EB1495'POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 261 FEET EB1495'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE, 26 FEET EB1495'EAST OF CENTER OF DRIVEWAY LEADING TO THE FIRE TOWER, 14 FEET EB1495'NORTH-NORTHWEST OF A TRIANGLE BLAZED 10-INCH PINE TREE AND 15.5 EB1495'FEET WEST-NORTHWEST OF A METAL WITNESS POST. EB1495' EB1495'RM 2, STAMPED MACO NO 2 1942 IS SET IN A SQUARE CONCRETE POST EB1495'FLUSH WITH THE GROUND SURFACE. IT IS 58 FEET WEST OF CENTER OF EB1495'THE DRIVEWAY, 1.5 FEET EAST OF A WOODEN WITNESS POST, 1.0 FEET EB1495'EAST OF A METAL WITNESS POST AND IN THE EDGE OF THE WOODS. EB1495' EB1495'BM H 114, STAMPED H 114 1963 IS A STANDARD BENCH MARK DISK SET EB1495'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND EB1495'SURFACE. IT IS 63.5 FEET SOUTH OF CENTER OF THE RAILROAD EB1495'TRACKS, 22 FEET WEST OF CENTER OF THE DRIVEWAY AND 1.4 FEET EB1495'EAST OF A WOODEN WITNESS POST. EB1495' EB1495'RM 3, STAMPED MACO 2 NO 3 1969 IS SET IN A ROUND CONCRETE POST EB1495'WHICH PROJECT ABOUT 6 INCHES ABOVE THE GROUND SURFACE. IT IS EB1495'53.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 37 EB1495'FEET WEST OF CENTER OF THE DRIVEWAY, 6 FEET NORTH-NORTHWEST OF EB1495'A 10-INCH CEDAR TREE AND 1.5 FEET NORTHWEST OF A METAL WITNESS EB1495'POST. EB1495' EB1495'NOTE--NO MEASUREMENT MADE TO FIRE TOWER. HOUSE ON LINE. EB1495' EB1495'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EB1495 EB1495 STATION RECOVERY (1975) EB1495 EB1495'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (JDB) EB1495'MACO 2 1969 GOOD EB1495' EB1495'MACO NO 2 1942 GOOD EB1495' EB1495'H 114 1963 GOOD EB1495' EB1495'MACO 2 NO 3 1969 GOOD EB1495' EB1495'HOUSE NO LONGER EXISTS. PINE NOW HAS A NCGS ALUMINUM REF. TAG. EB1495 EB1495 STATION RECOVERY (1979) EB1495 EB1495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) EB1495'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969. THE EB1495'DESCRIPTION IS ADEQUATE EXCEPT THE HOUSE AND RAILROAD ARE GONE. EB1495 EB1495 STATION RECOVERY (1979) EB1495 EB1495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EB1495'3.7 MI ESE FROM DELCO. EB1495'1.05 MILES WEST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION EB1495'WITH N.C. 87 AT MACO, ON EAST SIDE OF A DIRT DRIVE LEADING TO EB1495'MACO LOOKOUT TOWER AND ABOUT MIDWAY BETWEEN HIGHWAY AND TOWER, EB1495'26.0 FEET EAST OF CENTERLINE OF DRIVE, 14.0 FEET NORTH-NORTHWEST EB1495'OF A 10 INCH BLAZED PINE WITH REFERENCE TAG, 135.6 FEET SOUTH OF EB1495'BENCH MARK H 114, 104.7 FEET SOUTHEAST OF RM 2 AND 224.1 FEET EB1495'NORTH-NORTHEAST OF RM 3. EB1495'THE MARK IS 15.5 FT WNW FROM A WITNESS POST. EB1495'THE MARK IS ABOVE LEVEL WITH GROUND. EB1495 EB1495 STATION RECOVERY (1985) EB1495 EB1495'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1495'MACO 2 1969 FOUND GOOD, WITNESS POST GOOD. EB1495 EB1495 STATION RECOVERY (1990) EB1495 EB1495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EB1495'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE, MARK IS EB1495'1.5-FEET WEST OF METAL WITNESS POST. HOUSE AT 261-FEET IS GONE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB1496 *********************************************************************** EB1496 DESIGNATION - MACO 2 RM 3 EB1496 PID - EB1496 EB1496 STATE/COUNTY- NC/BRUNSWICK EB1496 USGS QUAD - ACME (1984) EB1496 EB1496 *CURRENT SURVEY CONTROL EB1496 ___________________________________________________________________ EB1496* NAD 83(1986)- 34 17 20. (N) 078 09 23. (W) SCALED EB1496* NAVD 88 - 18.498 (meters) 60.69 (feet) ADJUSTED EB1496 ___________________________________________________________________ EB1496 GEOID HEIGHT- -35.95 (meters) GEOID03 EB1496 DYNAMIC HT - 18.480 (meters) 60.63 (feet) COMP EB1496 MODELED GRAV- 979,666.0 (mgal) NAVD 88 EB1496 EB1496 VERT ORDER - FIRST CLASS II EB1496 EB1496.The horizontal coordinates were scaled from a topographic map and have EB1496.an estimated accuracy of +/- 6 seconds. EB1496 EB1496.The orthometric height was determined by differential leveling EB1496.and adjusted by the National Geodetic Survey in June 1991. EB1496 EB1496.The geoid height was determined by GEOID03. EB1496 EB1496.The dynamic height is computed by dividing the NAVD 88 EB1496.geopotential number by the normal gravity value computed on the EB1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1496.degrees latitude (g = 980.6199 gals.). EB1496 EB1496.The modeled gravity was interpolated from observed gravity values. EB1496 EB1496; North East Units Estimated Accuracy EB1496;SPC NC - 60,110. 687,270. MT (+/- 180 meters Scaled) EB1496 EB1496 SUPERSEDED SURVEY CONTROL EB1496 EB1496 NGVD 29 (10/06/93) 18.809 (m) 61.71 (f) ADJUSTED 1 2 EB1496 EB1496.Superseded values are not recommended for survey control. EB1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1496.See file dsdata.txt to determine how the superseded data were derived. EB1496 EB1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT617978(NAD 83) EB1496_MARKER: DR = REFERENCE MARK DISK EB1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1496_SP_SET: CONCRETE POST EB1496_STAMPING: MACO 2 NO 3 1969 EB1496_MARK LOGO: CGS EB1496_PROJECTION: PROJECTING 15 CENTIMETERS EB1496_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1496+STABILITY: SURFACE MOTION EB1496 EB1496 HISTORY - Date Condition Report By EB1496 HISTORY - 1969 MONUMENTED CGS EB1496 HISTORY - 1979 GOOD NCGS EB1496 HISTORY - 19900206 GOOD NCGS EB1496 EB1496 STATION DESCRIPTION EB1496 EB1496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EB1496'3.7 MI ESE FROM DELCO. EB1496'1.05 MILES WEST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION EB1496'WITH N.C. 87 AT MACO, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A EB1496'DIRT DRIVE LEADING TO MACO LOOKOUT TOWER, 37.0 FEET WEST OF EB1496'CENTERLINE OF DRIVE, 6.0 FEET NORTH-NORTHWEST OF 10 INCH CEDAR EB1496'AND 224.1 FEET SOUTH-SOUTHWEST OF MACO 2 TRIANGULTION STATION. EB1496'THE MARK IS 1.5 FT NW FROM A WITNESS POST. EB1496'THE MARK IS 0.5 FT ABOVE GROUND. EB1496 EB1496 STATION RECOVERY (1990) EB1496 EB1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EB1496'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB0240 *********************************************************************** EB0240 DESIGNATION - MACO RM 2 EB0240 PID - EB0240 EB0240 STATE/COUNTY- NC/BRUNSWICK EB0240 USGS QUAD - ACME (1984) EB0240 EB0240 *CURRENT SURVEY CONTROL EB0240 ___________________________________________________________________ EB0240* NAD 83(1986)- 34 17 22.29037(N) 078 09 23.97590(W) ADJUSTED EB0240* NAVD 88 - 17.981 (meters) 58.99 (feet) ADJUSTED EB0240 ___________________________________________________________________ EB0240 LAPLACE CORR- -3.28 (seconds) DEFLEC99 EB0240 GEOID HEIGHT- -35.95 (meters) GEOID03 EB0240 DYNAMIC HT - 17.963 (meters) 58.93 (feet) COMP EB0240 MODELED GRAV- 979,666.1 (mgal) NAVD 88 EB0240 EB0240 HORZ ORDER - SECOND EB0240 VERT ORDER - FIRST CLASS I EB0240 EB0240.The North Carolina HARNS have been completed but, EB0240.due to contractual restrictions, coordinates for these stations EB0240.will NOT be published in the near future. In the interim, the EB0240.published coordinates in North Carolina will not be EB0240.consistent with the Continuously Operating Reference Stations EB0240.(CORS). The HARN coordinates for these stations are available EB0240.upon request. Contact Gary Thompson(919-733-3836). EB0240. EB0240.In addition, the published North Carolina positions EB0240.(NAD 83 (1986)) are NOT consistent with those determined in EB0240.adjacent state readjustments. The discontinuity between stations EB0240.located in North Carolina and those in adjacent states EB0240.which have been adjusted to the HARN may be as much as 5 EB0240.decimeters. This will result in a significant loss of accuracy EB0240.over lines crossing such state borders. EB0240 EB0240 EB0240.The horizontal coordinates were established by classical geodetic methods EB0240.and adjusted by the National Geodetic Survey in July 1986. EB0240 EB0240.The orthometric height was determined by differential leveling EB0240.and adjusted by the National Geodetic Survey in June 1991. EB0240.WARNING-Repeat measurements at this control monument indicate possible EB0240.vertical movement. EB0240 EB0240.The Laplace correction was computed from DEFLEC99 derived deflections. EB0240 EB0240.The geoid height was determined by GEOID03. EB0240 EB0240.The dynamic height is computed by dividing the NAVD 88 EB0240.geopotential number by the normal gravity value computed on the EB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0240.degrees latitude (g = 980.6199 gals.). EB0240 EB0240.The modeled gravity was interpolated from observed gravity values. EB0240 EB0240; North East Units Scale Factor Converg. EB0240;SPC NC - 60,181.723 687,247.713 MT 1.00001242 +0 29 12.3 EB0240;SPC NC - 197,446.20 2,254,745.21 sFT 1.00001242 +0 29 12.3 EB0240;UTM 17 - 3,797,919.085 761,721.639 MT 1.00044443 +1 36 10.0 EB0240 EB0240! - Elev Factor x Scale Factor = Combined Factor EB0240!SPC NC - 1.00000282 x 1.00001242 = 1.00001524 EB0240!UTM 17 - 1.00000282 x 1.00044443 = 1.00044725 EB0240 EB0240 SUPERSEDED SURVEY CONTROL EB0240 EB0240 NGVD 29 (10/06/93) 18.292 (m) 60.01 (f) ADJUSTED 1 1 EB0240 EB0240.Superseded values are not recommended for survey control. EB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0240.See file dsdata.txt to determine how the superseded data were derived. EB0240 EB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6172297919(NAD 83) EB0240_MARKER: DR = REFERENCE MARK DISK EB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0240_STAMPING: MACO NO 2 1942 EB0240_MARK LOGO: CGS EB0240_PROJECTION: FLUSH EB0240_MAGNETIC: O = OTHER; SEE DESCRIPTION EB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0240+STABILITY: SURFACE MOTION EB0240 EB0240 HISTORY - Date Condition Report By EB0240 HISTORY - 1942 MONUMENTED CGS EB0240 HISTORY - 1963 GOOD NGS EB0240 HISTORY - 1979 GOOD NCGS EB0240 HISTORY - 1984 GOOD USPSQD EB0240 HISTORY - 1985 GOOD USPSQD EB0240 HISTORY - 19900206 GOOD NCGS EB0240 EB0240 STATION DESCRIPTION EB0240 EB0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EB0240'4.1 MI SE FROM DELCO. EB0240'ABOUT 4.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAYS 74 AND 76 EB0240'FROM THE ACME-DELCO SCHOOL AT DELCO, ALONG THE ATLANTIC COAST LINE EB0240'RAILROAD, AT A SAND ROAD CROSSING LEADING TO MACO LOOKOUT TOWER, EB0240'186 FEET WEST SOUTHWEST OF CENTER OF CROSSING, 146 FEET SOUTHWEST EB0240'OF SOUTHWEST RAIL, 56 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 1/2 EB0240'FEET SOUTHEAST OF A CREOSOTE WITNESS POST, 2 1/2 FEET ABOVE LEVEL EB0240'OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. EB0240 EB0240 STATION RECOVERY (1979) EB0240 EB0240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EB0240'1.05 MILES WEST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION EB0240'WITH N.C. 87 AT MACO, ON THE WEST SIDE OF A DIRT DRIVE LEADING EB0240'TO MACO LOOKOUT TOWER AND IN EDGE OF WOODS AND ABOUT MIDWAY EB0240'BETWEEN THE HIGHWAY AND TOWER, 58.0 FEET WEST OF CENTERLINE OF EB0240'DRIVE, 86.1 FEET SOUTHWEST OF H 114 (BENCH MARK) AND 104.7 FEET EB0240'NORTHWEST OF MACO 2 TRIANGULATION STATION. EB0240'THE MARK IS 1 FT E FROM A WITNESS POST. EB0240'THE MARK IS 3 FT ABOVE HIGHWAY. EB0240 EB0240 STATION RECOVERY (1984) EB0240 EB0240'RECOVERY NOTE BY US POWER SQUADRON 1984 EB0240'RECOVERED IN GOOD CONDITION. EB0240 EB0240 STATION RECOVERY (1985) EB0240 EB0240'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB0240'MACO RM 2 1942 RM 2 GOOD WITNESS POST GOOD. EB0240 EB0240 STATION RECOVERY (1990) EB0240 EB0240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EB0240'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB0379 *********************************************************************** EB0379 DESIGNATION - PIVER EB0379 PID - EB0379 EB0379 STATE/COUNTY- NC/BRUNSWICK EB0379 USGS QUAD - EXUM (1990) EB0379 EB0379 *CURRENT SURVEY CONTROL EB0379 ___________________________________________________________________ EB0379* NAD 83(1986)- 34 00 36.14151(N) 078 29 04.63910(W) ADJUSTED EB0379* NAVD 88 - 20.27 (+/-2cm) 66.5 (feet) VERTCON EB0379 ___________________________________________________________________ EB0379 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB0379 GEOID HEIGHT- -35.50 (meters) GEOID03 EB0379 EB0379 HORZ ORDER - SECOND EB0379 VERT ORDER - ? (See Below) EB0379 EB0379.The North Carolina HARNS have been completed but, EB0379.due to contractual restrictions, coordinates for these stations EB0379.will NOT be published in the near future. In the interim, the EB0379.published coordinates in North Carolina will not be EB0379.consistent with the Continuously Operating Reference Stations EB0379.(CORS). The HARN coordinates for these stations are available EB0379.upon request. Contact Gary Thompson(919-733-3836). EB0379. EB0379.In addition, the published North Carolina positions EB0379.(NAD 83 (1986)) are NOT consistent with those determined in EB0379.adjacent state readjustments. The discontinuity between stations EB0379.located in North Carolina and those in adjacent states EB0379.which have been adjusted to the HARN may be as much as 5 EB0379.decimeters. This will result in a significant loss of accuracy EB0379.over lines crossing such state borders. EB0379 EB0379 EB0379.The horizontal coordinates were established by classical geodetic methods EB0379.and adjusted by the National Geodetic Survey in July 1986. EB0379 EB0379.The NAVD 88 height was computed by applying the VERTCON shift value to EB0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB0379.The vertical order pertains to the NGVD 29 superseded value. EB0379 EB0379.The Laplace correction was computed from DEFLEC99 derived deflections. EB0379 EB0379.The geoid height was determined by GEOID03. EB0379 EB0379; North East Units Scale Factor Converg. EB0379;SPC NC - 28,971.745 657,213.501 MT 1.00010520 +0 17 50.9 EB0379;SPC NC - 95,051.47 2,156,207.96 sFT 1.00010520 +0 17 50.9 EB0379;UTM 17 - 3,766,122.262 732,290.529 MT 1.00026521 +1 24 27.3 EB0379 EB0379! - Elev Factor x Scale Factor = Combined Factor EB0379!SPC NC - 1.00000239 x 1.00010520 = 1.00010759 EB0379!UTM 17 - 1.00000239 x 1.00026521 = 1.00026760 EB0379 EB0379: Primary Azimuth Mark Grid Az EB0379:SPC NC - PIVER AZ MK 302 39 09.0 EB0379:UTM 17 - PIVER AZ MK 301 32 32.6 EB0379 EB0379|---------------------------------------------------------------------| EB0379| PID Reference Object Distance Geod. Az | EB0379| dddmmss.s | EB0379| EB0380 PIVER RM 1 38.542 METERS 00625 | EB0379| DD2597 SHALLOTTE FIRE TOWER APPROX. 4.7 KM 1151143.4 | EB0379| EB3523 PIVER RM 2 38.557 METERS 13318 | EB0379| EB3522 PIVER AZ MK 3025659.9 | EB0379| EB3525 PIVER RM 4 28.910 METERS 30321 | EB0379| EB3524 PIVER RM 3 AZIMUTH 3045559.3 | EB0379|---------------------------------------------------------------------| EB0379 EB0379 SUPERSEDED SURVEY CONTROL EB0379 EB0379 NAD 27 - 34 00 35.52500(N) 078 29 05.61000(W) AD( ) 2 EB0379 NGVD 29 (??/??/92) 20.592 (m) 67.56 (f) ADJ UNCH ? EB0379 EB0379.Superseded values are not recommended for survey control. EB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0379.See file dsdata.txt to determine how the superseded data were derived. EB0379 EB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT3229166122(NAD 83) EB0379_MARKER: DS = TRIANGULATION STATION DISK EB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0379_STAMPING: PIVER 1932 EB0379_MARK LOGO: CGS EB0379_MAGNETIC: O = OTHER; SEE DESCRIPTION EB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0379+STABILITY: SURFACE MOTION EB0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB0379+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1999 EB0379 EB0379 HISTORY - Date Condition Report By EB0379 HISTORY - 1932 MONUMENTED CGS EB0379 HISTORY - 1940 GOOD NCHPWC EB0379 HISTORY - 1942 GOOD CGS EB0379 HISTORY - 1942 GOOD NGS EB0379 HISTORY - 19890901 GOOD NCGS EB0379 HISTORY - 19990309 GOOD NCGS EB0379 EB0379 STATION DESCRIPTION EB0379 EB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM) EB0379'STATION IS ABOUT 5-1/2 MILES FROM SHALLOTTE, ON E SIDE OF STATE EB0379'HIGHWAY 130, 6.6 MILES FROM JUNCTION WITH HIGHWAY 30, 1.35 MILES EB0379'BEYOND T-ROAD LEADING N. 0.15 MILE BEYOND YELLOW HOUSE ON E SIDE OF EB0379'ROAD, ABOUT 200 FEET S OF BROWNISH-YELLOW HOUSE ON W SIDE OF EB0379'HIGHWAY, 16 METERS (53 FEET) E OF CENTER LINE OF TEMPORARY ROUTE EB0379'130, 11 METERS (36 FEET) E OF FENCE LINE, AND 7 METERS (23 FEET) S OF EB0379'E-W FENCE LINE. EB0379' EB0379'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN EB0379'CONCRETE. EB0379' EB0379'REFERENCE MARK NO.1 IS IN FENCE LINE ON S SIDE OF SAND ROAD, ABOUT 50 EB0379'METERS (164 FEET) E OF CENTER LINE OF TEMPORARY ROUTE 130, AND 123.0 EB0379'FEET FROM STATION IN AZIMUTH 186 DEG 25 MIN. EB0379' EB0379'REFERENCE MARK NO.2 IS IN FENCE LINE ON E SIDE OF TEMPORARY ROUTE 130 EB0379'AND 126.5 FEET FROM STATION IN AZIMUTH 313 DEG. 18 MIN. EB0379' EB0379'REFERENCE MARK NO.3 IS 8 METERS (26 FEET) W OF CENTER LINE OF EB0379'TEMPORARY ROUTE 130, AND APPROXIMATELY 1/2 MILE FROM STATION IN EB0379'AZIMUTH 124 DEG 56 MIN 00 SEC. EB0379 EB0379 STATION RECOVERY (1940) EB0379 EB0379'RECOVERY NOTE BY NC HWY AND P W COMM 1940 (CPF) EB0379'LETTER, OF 1940, C.P. FREEMAN, RESIDENT ENGINEER, STATE HIGHWAY AND EB0379'PUBLIC WORKS COMMISSION, BOX 898, WILMINGTON, NORTH CAROLINA-- EB0379' EB0379'AS A RESULT OF ROAD IMPROVEMENTS, REFERENCE MARK NO.2 IS AT THE EDGE EB0379'OF THE BITUMINOUS SURFACE OF THE ROAD. THE MARK WAS NOT DISTURBED. EB0379'THE STATION MARK AND THE OTHER REFERENCE MARK WERE NOT DISTURBED. EB0379 EB0379 STATION RECOVERY (1942) EB0379 EB0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE) EB0379'THE STATION MARK AND REFERENCE MARK NO.1 WERE RECOVERED AND FOUND IN EB0379'GOOD CONDITION. REFERENCE MARK NO.2 AND THE AZIMUTH MARK HAVE BEEN EB0379'DESTROYED IN THE CONSTRUCTION OF RELOCATED STATE HIGHWAY 130. A EB0379'NEW REFERENCE MARK AND A NEW AZIMUTH MARK WERE SET. THE DISTANCE EB0379'TO REFERENCE MARK NO.1 WAS FOUND TO BE IN ERROR BY 3.45 FEET. EB0379' EB0379'STATION IS ABOUT 5.5 MILES WNW OF SHALLOTTE, 4.8 MILES SE OF THE ASH EB0379'POST OFFICE ON STATE HIGHWAY 130, 0.1 MILE SE OF SMALL STORE AND EB0379'FILLING STATION ON THE N SIDE OF ROAD, 43 FEET NE OF THE CENTER EB0379'LINE OF STATE HIGHWAY 130, 53 FEET NNW OF A CONCRETE CULVERT, 40 EB0379'FEET SE OF A TRAIL ROAD NE, 38 FEET NW OF A TALL 24-INCH EB0379'TRIANGLE-BLAZED PINE TREE, MARK PROJECTS 6 INCHES, AND IS STAMPED EB0379'PIVER 1932. EB0379' EB0379'REFERENCE MARK NO.1 IS 126.45 FEET N OF THE STATION, 7 FEET E OF A EB0379'TRACK ROAD NE, 1 FOOT E OF A FENCE LINE, PROJECTS 6 INCHES, AND IS EB0379'STAMPED PIVER NO.1 1932. EB0379' EB0379'REFERENCE MARK NO.4, A STANDARD DISK, IS 94.85 FEET NW OF THE EB0379'STATION, 48 FEET NE OF THE CENTER LINE OF HIGHWAY 130, 1 FOOT S OF EB0379'THE FENCE LINE, PROJECTS 6 INCHES, AND IS STAMPED PIVER NO.4 1942. EB0379' EB0379'THE AZIMUTH MARK, A STANDARD DISK, IS 0.45 MILE NW OF THE STATION, ON EB0379'THE SW SIDE OF HIGHWAY 130, 76 FEET SW OF THE CENTER LINE, 277 FEET EB0379'SE OF A CONCRETE CULVERT, 7 FEET E OF A DIM TRAIL S, 1.5 FEET NE OF A EB0379'STANDARD REFERENCE POST, PROJECTS 8 INCHES, AND IS STAMPED PIVER EB0379'1942. EB0379' EB0379'TO REACH THE STATION FROM THE ASH POST OFFICE ON STATE HIGHWAY 130 GO EB0379'SOUTHEASTERLY FOR 4.7 MILES TO SMALL STORE AND FILLING STATION ON EB0379'THE RIGHT, CONTINUE 0.1 MILE TO A TRAIL ROAD LEFT AND TALL EB0379'TRIANGLE-BLAZED PINE TREE ON THE LEFT. EB0379 EB0379 STATION RECOVERY (1942) EB0379 EB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942 EB0379'4.8 MI SE FROM ASH. EB0379'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 130 FROM THE POST EB0379'OFFICE AT ASH, SET AT THE NORTHWEST END OF A CURVE FROM THE EB0379'NORTHWEST TO THE EAST, AT A T ROAD LEADING NORTHEAST, 43.3 FEET EB0379'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET NORTHWEST EB0379'OF A 24-INCH PINE TREE WITH A TRIANGULAR BLAZE ON SOUTHWEST SIDE EB0379'OF TREE, 42 FEET SOUTHEAST OF THE CENTER-LINE OF THE SIDE ROAD, EB0379'7.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST EB0379'OF A WHITE MARKER POST STENCILED USBM. A STANDARD TRIANGULATION EB0379'STATION DISK SET IN TOP OF A CONCRETE POST. EB0379 EB0379 STATION RECOVERY (1989) EB0379 EB0379'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 EB0379'ALL MARKS WERE FOUND IN GOOD CONDITION. STATION MARK IS 42.3 FT (12.9 EB0379'M) NORTH-NORTHEAST OF CENTERLINE OF NC 130, 28.5 FT (8.7 M) SOUTHEAST EB0379'OF TELEPHONE PEDESTAL, AND 88.7 FT (27.0 M) SOUTH-SOUTHEAST OF THE EB0379'SOUTHEAST CORNER OF RED SIDED HOUSE. RM 1 IS 54.3 FT (16.6 M) EB0379'EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE. RM 4 IS 42.2 FT (12.9 EB0379'M) WEST-SOUTHWEST OF HOUSE. AZIMUTH MARK IS 86.7 FT (26.4 M) EB0379'WEST-SOUTHWEST OF THE CENTERLINE NC 130, 11.0 FT (3.4 M) SOUTHWEST OF EB0379'SOUTHEAST ONE OF FOUR ANGLE-IRONS, 48.7 FT (14.8 M) EAST OF POWER POLE EB0379'(58) WITH REFERENCE TAG. EB0379 EB0379 STATION RECOVERY (1999) EB0379 EB0379'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB0379'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. STATION , RM-1, EB0379'RM-4 AND THE AZIMUTH MARK ARE ALL IN GOOD CONDITION. THEY ARE ALL EB0379'LOCATED IN THE YARD OF HOUSE NUMBER 2140, AND ABOUT 100 YARDS EB0379'NORTHWEST OF THE--FAITH FULL GOSPEL INDEPENDENT CHURCH--. STATIONS EB0379'ARE LEVEL WITH NC 130. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB2252 *********************************************************************** EB2252 DESIGNATION - PTS 29 J EB2252 PID - EB2252 EB2252 STATE/COUNTY- NC/BRUNSWICK EB2252 USGS QUAD - FREELAND (1990) EB2252 EB2252 *CURRENT SURVEY CONTROL EB2252 ___________________________________________________________________ EB2252* NAD 83(1986)- 34 01 00.78708(N) 078 33 56.20866(W) ADJUSTED EB2252* NAVD 88 - 14. (meters) 46. (feet) SCALED EB2252 ___________________________________________________________________ EB2252 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EB2252 GEOID HEIGHT- -35.29 (meters) GEOID03 EB2252 EB2252 HORZ ORDER - SECOND EB2252 EB2252.The North Carolina HARNS have been completed but, EB2252.due to contractual restrictions, coordinates for these stations EB2252.will NOT be published in the near future. In the interim, the EB2252.published coordinates in North Carolina will not be EB2252.consistent with the Continuously Operating Reference Stations EB2252.(CORS). The HARN coordinates for these stations are available EB2252.upon request. Contact Gary Thompson(919-733-3836). EB2252. EB2252.In addition, the published North Carolina positions EB2252.(NAD 83 (1986)) are NOT consistent with those determined in EB2252.adjacent state readjustments. The discontinuity between stations EB2252.located in North Carolina and those in adjacent states EB2252.which have been adjusted to the HARN may be as much as 5 EB2252.decimeters. This will result in a significant loss of accuracy EB2252.over lines crossing such state borders. EB2252 EB2252 EB2252.The horizontal coordinates were established by classical geodetic methods EB2252.and adjusted by the National Geodetic Survey in July 1986. EB2252 EB2252.The orthometric height was scaled from a topographic map. EB2252 EB2252.The Laplace correction was computed from DEFLEC99 derived deflections. EB2252 EB2252.The geoid height was determined by GEOID03. EB2252 EB2252; North East Units Scale Factor Converg. EB2252;SPC NC - 29,695.398 649,727.970 MT 1.00010264 +0 15 02.6 EB2252;SPC NC - 97,425.65 2,131,649.18 sFT 1.00010264 +0 15 02.6 EB2252;SPC SC - 244,795.283 834,392.701 MT 0.99981199 +1 20 58.6 EB2252;SPC SC - 803,134.13 2,737,508.86 iFT 0.99981199 +1 20 58.6 EB2252;UTM 17 - 3,766,700.730 724,791.325 MT 1.00022295 +1 21 44.8 EB2252 EB2252! - Elev Factor x Scale Factor = Combined Factor EB2252!SPC NC - 1.00000339 x 1.00010264 = 1.00010603 EB2252!SPC SC - 1.00000339 x 0.99981199 = 0.99981538 EB2252!UTM 17 - 1.00000339 x 1.00022295 = 1.00022634 EB2252 EB2252 SUPERSEDED SURVEY CONTROL EB2252 EB2252 NAD 27 - 34 01 00.17300(N) 078 33 57.16800(W) AD( ) 2 EB2252 EB2252.Superseded values are not recommended for survey control. EB2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2252.See file dsdata.txt to determine how the superseded data were derived. EB2252 EB2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2479166701(NAD 83) EB2252_MARKER: P = PIPE CAP EB2252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EB2252_STAMPING: PRIM TRAV STA NO 29 J 1918 EB2252_MARK LOGO: USGS EB2252_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2252+STABILITY: SURFACE MOTION EB2252 EB2252 HISTORY - Date Condition Report By EB2252 HISTORY - 1942 MONUMENTED USGS EB2252 HISTORY - 19890920 SEE DESCRIPTION NCGS EB2252 HISTORY - 20010626 MARK NOT FOUND USPSQD EB2252 EB2252 STATION DESCRIPTION EB2252 EB2252'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (RAE) EB2252'STATION IS APPROXIMATELY 9 MILES W OF SHALLOTTE, 4.4 MILES S EB2252'OF ASH POST OFFICE. IN SE ANGLE OF CROSSROADS, 38.0 FEET SE OF EB2252'INTERSECTION OF THE TWO ROADS, 5.0 FEET W OF PUMP, 55.0 FEET EB2252'N OF AN ABANDONED HOUSE, AND 1 FOOT W OF STANDARD BENCH MARK EB2252'REFERENCE POST. THE MARK IS A STANDARD U.S.G.S. BRONZE CAP EB2252'SET IN A 4-INCH GALVANIZED-IRON PIPE PROJECTING 8 INCHES, AND EB2252'STAMPED PRIM. TRAV. NO. 29 J, 1918. EB2252' EB2252'TO REACH FROM ASH POST OFFICE GO S ON MAIN-GRADED DIRT ROAD EB2252'FOR 4.4 MILES TO CROSSROADS AND STATION. EB2252 EB2252 STATION RECOVERY (1989) EB2252 EB2252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EB2252'DESTROYED, FOUND THE 4-INCH PIPE SHEARED OFF WITH DISK GONE IN THE EB2252'CORRECT LOCATION. EB2252 EB2252 STATION RECOVERY (2001) EB2252 EB2252'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH) EB2252'PUMP IS GONE. ABANDONED HOUSE IS GONE. SEARCHED SE QUADRANT OF NC EB2252'904 AND SR 1300 WITH MICRONTA 4001. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EB2145 *********************************************************************** EB2145 DESIGNATION - TOWN RESET EB2145 PID - EB2145 EB2145 STATE/COUNTY- NC/BRUNSWICK EB2145 USGS QUAD - LEWIS SWAMP (1990) EB2145 EB2145 *CURRENT SURVEY CONTROL EB2145 ___________________________________________________________________ EB2145* NAD 83(1986)- 34 13 38.08546(N) 078 13 42.36865(W) ADJUSTED EB2145* NAVD 88 - 18.6 (meters) 61. (feet) GPS OBS EB2145 ___________________________________________________________________ EB2145 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB2145 GEOID HEIGHT- -35.99 (meters) GEOID03 EB2145 EB2145 HORZ ORDER - FIRST EB2145 EB2145.The North Carolina HARNS have been completed but, EB2145.due to contractual restrictions, coordinates for these stations EB2145.will NOT be published in the near future. In the interim, the EB2145.published coordinates in North Carolina will not be EB2145.consistent with the Continuously Operating Reference Stations EB2145.(CORS). The HARN coordinates for these stations are available EB2145.upon request. Contact Gary Thompson(919-733-3836). EB2145. EB2145.In addition, the published North Carolina positions EB2145.(NAD 83 (1986)) are NOT consistent with those determined in EB2145.adjacent state readjustments. The discontinuity between stations EB2145.located in North Carolina and those in adjacent states EB2145.which have been adjusted to the HARN may be as much as 5 EB2145.decimeters. This will result in a significant loss of accuracy EB2145.over lines crossing such state borders. EB2145 EB2145 EB2145.The horizontal coordinates were established by GPS observations EB2145.and adjusted by the National Geodetic Survey in September 2001. EB2145 EB2145.The orthometric height was determined by GPS observations and a EB2145.high-resolution geoid model. EB2145 EB2145.The Laplace correction was computed from DEFLEC99 derived deflections. EB2145 EB2145.The geoid height was determined by GEOID03. EB2145 EB2145; North East Units Scale Factor Converg. EB2145;SPC NC - 53,219.588 680,693.138 MT 1.00003107 +0 26 43.2 EB2145;SPC NC - 174,604.60 2,233,240.74 sFT 1.00003107 +0 26 43.2 EB2145;UTM 17 - 3,790,827.844 755,301.230 MT 1.00040351 +1 33 35.2 EB2145 EB2145! - Elev Factor x Scale Factor = Combined Factor EB2145!SPC NC - 1.00000273 x 1.00003107 = 1.00003380 EB2145!UTM 17 - 1.00000273 x 1.00040351 = 1.00040624 EB2145 EB2145: Primary Azimuth Mark Grid Az EB2145:SPC NC - TOWN AZ MK 310 33 41.0 EB2145:UTM 17 - TOWN AZ MK 309 26 49.0 EB2145 EB2145|---------------------------------------------------------------------| EB2145| PID Reference Object Distance Geod. Az | EB2145| dddmmss.s | EB2145| EB2100 ACME MFG CO NORTH TANK APPROX.11.3 KM 0111255.5 | EB2145| EB2101 ACME MFG CO SOUTH TANK APPROX.11.2 KM 0112416.5 | EB2145| EB3765 TOWN RM 1 32.196 METERS 03340 | EB2145| EB2105 MACO FIRE TOWER APPROX. 9.5 KM 0441629.8 | EB2145| EB3766 TOWN RM 2 30.240 METERS 18021 | EB2145| EB2146 RIEGEL FIRE TOWER APPROX.12.6 KM 2520933.7 | EB2145| EB3768 TOWN RM 4 77.063 METERS 29523 | EB2145| EB3767 TOWN RM 3 28.648 METERS 30538 | EB2145| EB3764 TOWN AZ MK 3110024.2 | EB2145|---------------------------------------------------------------------| EB2145 EB2145 SUPERSEDED SURVEY CONTROL EB2145 EB2145 NAD 83(1986)- 34 13 38.08378(N) 078 13 42.36870(W) AD( ) 2 EB2145 NAD 27 - 34 13 37.47500(N) 078 13 43.37000(W) AD( ) 2 EB2145 EB2145.Superseded values are not recommended for survey control. EB2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2145.See file dsdata.txt to determine how the superseded data were derived. EB2145 EB2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5530190828(NAD 83) EB2145_MARKER: DS = TRIANGULATION STATION DISK EB2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2145_STAMPING: TOWN 1942 1969 EB2145_MARK LOGO: CGS EB2145_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2145+STABILITY: SURFACE MOTION EB2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2145+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997 EB2145 EB2145 HISTORY - Date Condition Report By EB2145 HISTORY - 1942 MONUMENTED CGS EB2145 HISTORY - 1968 GOOD CGS EB2145 HISTORY - 1969 GOOD CGS EB2145 HISTORY - 19891013 GOOD NCGS EB2145 HISTORY - 19970827 GOOD NCGS EB2145 EB2145 STATION DESCRIPTION EB2145 EB2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE) EB2145'STATION IS ABOUT 6 MILES S AND 1/2 MILE W OF DELCO, ON THE N EDGE EB2145'OF LITTLE GREEN SWAMP, IN THE E ANGLE OF AN INTERSECTION FORMED EB2145'BY TWO DIRT ROADS, 63.23 FEET E OF THE CENTER OF THE INTERSECTION, EB2145'55.3 FEET SE OF THE CENTER LINE OF A NE-AND-SW DIRT ROAD, 40.6 EB2145'FEET NE OF THE CENTER LINE OF A NW-AND-SE DIRT ROAD, AND 2.2 FEET EB2145'NNE OF A 4- BY 4-INCH WHITE POST. THE MARK PROJECTS 5 INCHES, EB2145'AND IS STAMPED TOWN 1942. EB2145' EB2145'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD EB2145'BRONZE DISKS SET IN CONCRETE. EB2145' EB2145'REFERENCE MARK NO.1 IS 105.62 FEET NE OF THE STATION, 50 FEET EB2145'SE OF THE CENTER LINE OF A NE-AND-SW DIRT ROAD, AND 8.2 FEET S OF EB2145'A PINE TREE. THE MARK PROJECTS 2 INCHES AND IS STAMPED TOWN EB2145'NO.1 1942. EB2145' EB2145'REFERENCE MARK NO.2 IS 99.21 FEET S OF THE STATION, AND 32.2 EB2145'FEET SW OF THE CENTER LINE OF A NW-AND-SE DIRT ROAD. THE MARK EB2145'PROJECTS 4 INCHES AND IS STAMPED TOWN NO.2 1942. EB2145' EB2145'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION, 31.5 FEET S EB2145'OF THE CENTER LINE OF A DIRT ROAD, AND 3.0 FEET S OF A 4- BY EB2145'4-INCH WHITE POST. THE MARK PROJECTS 2 INCHES AND IS STAMPED EB2145'TOWN 1942. EB2145' EB2145'TO REACH THE AZIMUTH MARK FROM STATION, GO NW 0.4 MILE TO THE EB2145'MARK ON THE LEFT SIDE OF THE ROAD. EB2145' EB2145'TO REACH THE STATION FROM THE POST OFFICE IN DELCO, GO E ON EB2145'U.S. HIGHWAYS 74 AND 76 FOR 0.25 MILE, TURN RIGHT ACROSS RAILROAD EB2145'TRACKS ON DIRT ROAD AND FOLLOW E ALONG S SIDE OF RAILROAD FOR 0.1 EB2145'MILE, TURN RIGHT AND FOLLOW MAIN ROAD SOUTHERLY FOR 4.05 MILES TO EB2145'A T-ROAD LEADING TO THE RIGHT, CONTINUE STRAIGHT AHEAD 1.1 MILES, EB2145'TURN LEFT FOR 0.4 MILE, TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR EB2145'2.0 MILES TO CROSSROADS AND STATION. EB2145' EB2145'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EB2145 EB2145 STATION RECOVERY (1968) EB2145 EB2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT) EB2145'THE STATION SITE WAS VISITED AND REFERENCE MARK NO. 1 WAS FOUND EB2145'IN GOOD CONDITION. THE STATION MARK HAS BEEN HIT BY DITCHING EB2145'OPERATIONS AND HAS HAD THE TOP KNOCKED OFF AND THE SURFACE DISK IS EB2145'GONE, HOWEVER THE POST IS STILL UP RIGHT AND IN ABOUT ITS EB2145'ORIGINAL LOCATION AND THE UNDERGROUND MARK IS PRESUMED TO BE EB2145'IN PLACE AND IN GOOD CONDITION. IT WAS NOT INSPECTED AT THIS EB2145'TIME. REFERENCE MARK NO. 2 HAS ALSO BEEN HIT SLIGHTLY BY EB2145'DITCHING OPERATIONS AND MAY BE SLIGHTLY OUT OF ITS ORIGINAL EB2145'POSITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR. EB2145' EB2145'THE ORIGINAL DESCRIPTION IS ADEQUATE TO LOCATE THE MARKS WHEN EB2145'IN THE AREA. A NEW TO REACH FOLLOWS-- EB2145' EB2145'TO REACH THE STATION FROM THE ACME-DELCO SCHOOL IN DELCO GO EB2145'EAST ON U.S. HIGHWAY 74 AND 76 FOR 0.2 MILE TO A SIDE ROAD EB2145'RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY ROAD NO. 1849 FOR 4.85 EB2145'MILES TO CROSS ROADS (SAND ROADS TO THE LEFT AND STRAIGHT AHEAD), EB2145'CONTINUE STRAIGHT AHEAD, SOUTH ON C.R. 1849, NOW SAND ROAD AND GO EB2145'0.3 MILE TO FORK, TAKE THE LEFT FORK AND GO SOUTHEASTERLY FOR EB2145'0.7 MILE TO THE BRUNSWICK-COLUMBUS COUNTY LINE, CONTINUE EB2145'SOUTHEAST NOW ON SAND COUNTY ROAD NO. 1413 FOR 0.95 MILE TO EB2145'CROSSROADS AND THE STATION AS DESCRIBED. EB2145' EB2145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2145'6 MILES SOUTH OF DELCO. EB2145 EB2145 STATION RECOVERY (1969) EB2145 EB2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH) EB2145'THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. THE EB2145'SURFACE STATION MARK AS WELL AS THE AZIMUTH MARK AND RM 2 WERE EB2145'DESTROYED BY THE CONSTRUCTION OF FIRE LANES. RM 1 WAS RECOVERED EB2145'IN GOOD CONDITION. A NEW SURFACE STATION MARK WAS ESTABLISHED EB2145'OVER THE UNDERGROUND MARK AND RM 3 AND 4 WERE ESTABLISHED AT EB2145'THIS TIME. THE DISTANCE TO RM 1 CHECKED WITH THE PREVIOUS EB2145'MEASUREMENT. EB2145' EB2145'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. EB2145' EB2145'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF LELAND, 6 EB2145'MILES SOUTHWEST OF STATE HIGHWAY 87, 6 MILES SOUTH OF NEW BERLIN EB2145'AND ON PROPERTY LEASED BY LIVINGSTON CREEK GUN CLUB. EB2145' EB2145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 74 AND EB2145'76 AND STATE HIGHWAY 87 ABOUT 2 MILES SOUTHEAST OF RIEGELWOOD, GO EB2145'WESTERLY ON HIGHWAYS 74 AND 76 FOR 0.25 MILE TO A SIDE ROAD EB2145'LEFT. TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 4.0 MILES EB2145'TO A SIDE ROAD RIGHT. CONTINUE SOUTHERLY ON THE PAVED ROAD FOR EB2145'1.1 MILES TO A THREE WAY FORK. CONTINUE SOUTHERLY ON THE CENTER EB2145'SAND ROAD FOR 0.4 MILE TO A FORK. TAKE THE LEFT FORK AND GO EB2145'SOUTHEAST ON A SAND ROAD FOR 1.7 MILES TO A CROSS ROAD AND THE EB2145'STATION ON THE LEFT AS DESCRIBED. EB2145' EB2145'STATION MARK, STAMPED TOWN 1942 1969 IS A STANDARD DISK SET IN A EB2145'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 54 EB2145'FEET SOUTHEAST OF THE CENTER OF A SAND ROAD, 41 FEET NORTHEAST EB2145'OF THE CENTER OF A SAND ROAD, 3 FEET NORTH OF A METAL WITNESS EB2145'POST AND 1.7 FEET SOUTH OF A METAL WITNESS POST. EB2145' EB2145'RM 1, STAMPED TOWN NO 1 1942 IS A STANDARD DISK SET IN A SQUARE EB2145'CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS 48.5 FEET EB2145'SOUTHEAST OF THE CENTER OF A SAND ROAD, 2.5 FEET WEST OF A 5-INCH EB2145'PINE TREE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. EB2145' EB2145'RM 3, STAMPED TOWN NO 3 1942 1969 IS A STANDARD DISK SET IN A EB2145'ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH. IT IS 40 FEET EB2145'NORTHWEST OF THE CENTER OF A SAND ROAD, 29.5 FEET NORTHEAST OF THE EB2145'CENTER OF A SAND ROAD, 4 FEET NORTH OF A 13-INCH PINE TREE AND 2 EB2145'FEET SOUTHEAST OF A METAL WITNESS POST. EB2145' EB2145'RM 4, STAMPED TOWN NO 4 1942 1969 IS A STANDARD DISK SET IN A EB2145'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES. IT IS 35.5 EB2145'FEET SOUTHWEST OF THE CENTER OF A SAND ROAD, 2.4 FEET NORTHWEST EB2145'OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF THE CENTER OF A EB2145'FIRE LANE. EB2145' EB2145'HEIGHT OF LIGHT ABOVE STATION MARK 110 FEET. EB2145' EB2145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2145'6 MILES SOUTH OF NEW BERLIN. EB2145 EB2145 STATION RECOVERY (1989) EB2145 EB2145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB2145'STATION MARK, RM 1 AND RM 3 WERE RECOVERED AS DESCRIBED. STATION MARK EB2145'IS 1.2-FEET SOUTH OF METAL WITNESS POST. RM 1 IS NOW FLUSH WITH GROUND EB2145'AND 15.7 FT (4.8 M) EAST-NORTHEAST OF 6-INCH MAPLE WITH REFERENCE TAG. EB2145 EB2145 STATION RECOVERY (1997) EB2145 EB2145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EB2145'RECOVERED AS DESCRIBED.