1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EB1277 *********************************************************************** EB1277 DESIGNATION - B 200 EB1277 PID - EB1277 EB1277 STATE/COUNTY- NC/RICHMOND EB1277 USGS QUAD - GHIO (1982) EB1277 EB1277 *CURRENT SURVEY CONTROL EB1277 ___________________________________________________________________ EB1277* NAD 83(1986)- 34 52 06. (N) 079 43 55. (W) SCALED EB1277* NAVD 88 - 100.638 (meters) 330.18 (feet) ADJUSTED EB1277 ___________________________________________________________________ EB1277 GEOID HEIGHT- -31.47 (meters) GEOID99 EB1277 DYNAMIC HT - 100.544 (meters) 329.87 (feet) COMP EB1277 MODELED GRAV- 979,708.6 (mgal) NAVD 88 EB1277 EB1277 VERT ORDER - FIRST CLASS II EB1277 EB1277.The horizontal coordinates were scaled from a topographic map and have EB1277.an estimated accuracy of +/- 6 seconds. EB1277 EB1277.The orthometric height was determined by differential leveling EB1277.and adjusted by the National Geodetic Survey in June 1991. EB1277 EB1277.The geoid height was determined by GEOID99. EB1277 EB1277.The dynamic height is computed by dividing the NAVD 88 EB1277.geopotential number by the normal gravity value computed on the EB1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1277.degrees latitude (g = 980.6199 gals.). EB1277 EB1277.The modeled gravity was interpolated from observed gravity values. EB1277 EB1277; North East Units Estimated Accuracy EB1277;SPC NC - 124,300. 542,680. MT (+/- 180 meters Scaled) EB1277 EB1277 SUPERSEDED SURVEY CONTROL EB1277 EB1277.No superseded survey control is available for this station. EB1277 EB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU159591(NAD 83) EB1277_MARKER: DV = VERTICAL CONTROL DISK EB1277_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) EB1277_STAMPING: B 200 1979 EB1277_MARK LOGO: NGS EB1277_PROJECTION: FLUSH EB1277_MAGNETIC: N = NO MAGNETIC MATERIAL EB1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EB1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1277+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001 EB1277_ROD/PIPE-DEPTH: 7.32 meters EB1277 EB1277 HISTORY - Date Condition Report By EB1277 HISTORY - 1979 MONUMENTED NGS EB1277 HISTORY - 19980129 GOOD NCGS EB1277 HISTORY - 20010730 GOOD JCLS EB1277 EB1277 STATION DESCRIPTION EB1277 EB1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EB1277'2.35 MI SW FROM HAMLET. EB1277'2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF EB1277'U.S. HIGHWAY 74 IN HAMLET, AT THE HUDSON PULP AND PAPER CORPORATION, EB1277'103.7 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.6 FT. EB1277'NORTHWEST OF THE SOUTHEAST MOST ANCHOR OF TWO GUY WIRE ANCHORS, 3.2 FT EB1277'NORTHEAST OF POWER POLE 242 WITH THREE GUY WIRES. DISK 6 INCHES BELOW EB1277'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW EB1277'THE MARK IS 3 FT SW FROM A WITNESS POST. EB1277 EB1277 STATION RECOVERY (1998) EB1277 EB1277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB1277'RECOVERED AS DESCRIBED, BUT HUDSON PULP AND PAPER IS NOW SOUTHERN BAG EB1277'CORPORATION. EB1277 EB1277 STATION RECOVERY (2001) EB1277 EB1277'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 EB1277'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EB3103 *********************************************************************** EB3103 PACS - This is a Primary Airport Control Station. EB3103 DESIGNATION - ROCKPORT EB3103 PID - EB3103 EB3103 STATE/COUNTY- NC/RICHMOND EB3103 USGS QUAD - ROCKINGHAM (1982) EB3103 EB3103 *CURRENT SURVEY CONTROL EB3103 ___________________________________________________________________ EB3103* NAD 83(2001)- 34 53 35.23565(N) 079 45 37.16379(W) ADJUSTED EB3103* NAVD 88 - 106.02 (meters) 347.8 (feet) GPS OBS EB3103 ___________________________________________________________________ EB3103 X - 931,011.594 (meters) COMP EB3103 Y - -5,153,864.525 (meters) COMP EB3103 Z - 3,628,190.544 (meters) COMP EB3103 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EB3103 ELLIP HEIGHT- 74.73 (meters) (02/10/03) GPS OBS EB3103 GEOID HEIGHT- -31.32 (meters) GEOID99 EB3103 EB3103 HORZ ORDER - B EB3103 ELLP ORDER - FOURTH CLASS II EB3103 EB3103.This mark is at Rockingham-Hamlet Airport (45J) EB3103 EB3103.The North Carolina/South Carolina HARNS have been completed but, EB3103.due to contractual restrictions, coordinates for these stations EB3103.will NOT be published in the near future. In the interim, the EB3103.published coordinates in North and South Carolina will not be EB3103.consistent with the Continuously Operating Reference Stations EB3103.(CORS). The HARN coordinates for these stations are available EB3103.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3103.Lapine(803-896-7700). EB3103. EB3103.In addition, the published North and South Carolina positions EB3103.(NAD 83 (1986)) are NOT consistent with those determined in EB3103.adjacent state readjustments. The discontinuity between stations EB3103.located in North or South Carolina and those in adjacent states EB3103.which have been adjusted to the HARN may be as much as 5 EB3103.decimeters. This will result in a significant loss of accuracy EB3103.over lines crossing such state borders. EB3103 EB3103 EB3103.The horizontal coordinates were established by GPS observations EB3103.and adjusted by the National Geodetic Survey in February 2003. EB3103.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EB3103.DATUM ITEM on the data sheet items page. EB3103 EB3103.The orthometric height was determined by GPS observations and a EB3103.high-resolution geoid model. EB3103 EB3103.GPS derived orthometric heights for airport stations designated as EB3103.PACS or SACS are published to 2 decimal places. This maintains EB3103.centimeter relative accuracy between the PACS and SACS. It does EB3103.not indicate centimeter accuracy relative to other marks which are EB3103.part of the NAVD 88 network. EB3103 EB3103.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB3103 EB3103.The Laplace correction was computed from DEFLEC99 derived deflections. EB3103 EB3103.The ellipsoidal height was determined by GPS observations EB3103.and is referenced to NAD 83. EB3103 EB3103.The geoid height was determined by GEOID99. EB3103 EB3103; North East Units Scale Converg. EB3103;SPC NC - 127,072.987 540,110.751 MT 0.99989206 -0 26 19.8 EB3103;UTM 17 - 3,861,891.751 613,272.526 MT 0.99975814 +0 42 33.2 EB3103 EB3103: Primary Azimuth Mark Grid Az EB3103:SPC NC - ROCKPORT AZ MK 125 44 03.5 EB3103:UTM 17 - ROCKPORT AZ MK 124 35 10.5 EB3103 EB3103|---------------------------------------------------------------------| EB3103| PID Reference Object Distance Geod. Az | EB3103| dddmmss.s | EB3103| EB3106 ROCKPORT AZ MK APPROX. 1.0 KM 1251743.7 | EB3103|---------------------------------------------------------------------| EB3103 EB3103 SUPERSEDED SURVEY CONTROL EB3103 EB3103 NAD 83(1995)- 34 53 35.23593(N) 079 45 37.16342(W) AD( ) B EB3103 ELLIP H (12/23/99) 74.72 (m) GP( ) 4 2 EB3103 NAD 83(1986)- 34 53 35.24311(N) 079 45 37.16689(W) AD( ) 1 EB3103 NAD 83(1986)- 34 53 35.23715(N) 079 45 37.17182(W) AD( ) 3 EB3103 NAD 27 - 34 53 34.67835(N) 079 45 37.98141(W) AD( ) 3 EB3103 NGVD 29 (01/20/89) 106.3 (m) 349. (f) GPS OBS EB3103 EB3103.Superseded values are not recommended for survey control. EB3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3103.See file dsdata.txt to determine how the superseded data were derived. EB3103 EB3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1327361892(NAD 83) EB3103_MARKER: DH = HORIZONTAL CONTROL DISK EB3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3103_STAMPING: ROCKPORT 1986 EB3103_MARK LOGO: NGS EB3103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3103+STABILITY: SURFACE MOTION EB3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3103+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001 EB3103 EB3103 HISTORY - Date Condition Report By EB3103 HISTORY - 1986 MONUMENTED NGS EB3103 HISTORY - 19930728 GOOD NCGS EB3103 HISTORY - 19961113 GOOD NCGS EB3103 HISTORY - 20010730 GOOD JCLS EB3103 EB3103 STATION DESCRIPTION EB3103 EB3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB3103'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) EB3103'SOUTH OF ROCKINGHAM, ON THE ROCKINGHAM-HAMLET AIRPORT, NEAR THE EB3103'WINDSOCK. EB3103'OWNERSHIP--PUBLIC/RICHMOND COUNTY, MANAGER - DOYLE HAGLER, BOX EB3103'1354, ROCKINGHAM NC 28379, PHONE 919-997-5071. EB3103' EB3103'TO REACH THE STATION FROM THE JUNCTION OFU.S. HIGHWAYS 1 AND 220 ON EB3103'THE SOUTHWEST SIDE OF ROCKINGHAM, GO NORTHWEST FOR EB3103'0.5 KM (0.3 MI) ON HIGHWAY 1 TO A CROSS STREET. TURN RIGHT AND GO EB3103'4.3 KM (2.65 MI) ON CAROLINE ST/AIRPORT ROAD TO A PAVED ROAD RIGHT EB3103'(SMALL AIRPORT SIGN ON THE LEFT), ABOUT 0.2 KM (0.15 MI) AFTER EB3103'PASSING A LARGE INDUSTRIAL COMPLEX ON THE RIGHT. EB3103'TURN RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD EB3103'TO A SHARP TURN LEFT. EB3103'TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI) ON THE PAVED ROAD TO EB3103'A PARKING AREA, TERMINAL ON THE RIGHT AND A CHAIN LINK FENCE GATE. EB3103'PASS THRU GATE BETWEEN TWO METAL HANGARS, TURN RIGHT AND GO EB3103'SOWTHWEST ACROSS APRON, CONTINUE ON RAMP TO RUNWAY FOR 0.4 KM (0.25 EB3103'MI). CROSS RUNWAY, TURN RIGHT AND GO 0.2 KM (0.1 MI) ALONG THE EB3103'RUNWAY TO THE WINDSOCK AND STATION. EB3103' EB3103'THE STATION IS A STANDARD NGS DISK EB3103'STAMPED---ROCKPORT 1986---, EB3103'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3103'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EB3103'58.61 METERS (192.3 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF EB3103'THE RUNWAY, EB3103'18.29 METERS (60.0 FT) EAST-NORTHEAST FROM A TWO FOOT DROPOFF AND EB3103'17.16 METERS (56.3 FT) SOUTHEAST FROM THE WINDSOCK. EB3103'THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3103'STAMPED---ROCKPORT 1986---, EB3103'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EB3103' EB3103'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EB3103'STAMPED---ROCKPORT 1986---, EB3103'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3103'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3103'68.73 METERS (225.5 FT) SOUTHEAST FROM A VASI LIGHT, EB3103'37.34 METERS (122.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF EB3103'THE RUNWAY, EB3103'32.31 METERS (106.0 FT) NORTHEAST FROM A CONCRETE FILLED ROUND EB3103'CORRUGATED PIPE 45 CM IN DIAMETER PROJECTING 1.07 METERS ABOVE EB3103'GROUND AND EB3103'17.47 METERS (57.3 FT) WEST FROM THE SOUTHWEST 1 0F 4 IN LINE EB3103'MARKER LIGHTS AT END OF RUNWAY TOUCH DOWN MARK. EB3103'TO REACH THE AZIMUTH FROM THE STATION, EB3103'GO SOUTHEAST FOR 1.0 KM (0.6 MI) ALONG THE RUNWAY TO THE TOUCH DOWN EB3103'ZONE FOR RUNWAY 31 AND THE MARK. EB3103'THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3103'STAMPED---ROCKPORT 1986---, EB3103'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EB3103' EB3103'NO REFERENCE MARKS WERE SET AT THIS TIME. EB3103' EB3103'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB3103'MARCH 1986. EB3103' EB3103'THIS STATION SUITABLE FOR GPS SURVEYS. EB3103' EB3103'DESCRIBED BY K.R. WALLACE. EB3103 EB3103 STATION RECOVERY (1993) EB3103 EB3103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA) EB3103'RECOVERED AS DESCRIBED. EB3103 EB3103 STATION RECOVERY (1996) EB3103 EB3103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) EB3103'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY EB3103'AIRPORT CONTROL STATION. EB3103 EB3103 STATION RECOVERY (2001) EB3103 EB3103'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 EB3103'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EB1375 *********************************************************************** EB1375 DESIGNATION - Z 198 EB1375 PID - EB1375 EB1375 STATE/COUNTY- NC/RICHMOND EB1375 USGS QUAD - GHIO (1982) EB1375 EB1375 *CURRENT SURVEY CONTROL EB1375 ___________________________________________________________________ EB1375* NAD 83(1986)- 34 50 27.17072(N) 079 40 00.02416(W) ADJUSTED EB1375* NAVD 88 - 117.117 (meters) 384.24 (feet) ADJUSTED EB1375 ___________________________________________________________________ EB1375 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB1375 GEOID HEIGHT- -31.72 (meters) GEOID99 EB1375 DYNAMIC HT - 117.007 (meters) 383.88 (feet) COMP EB1375 MODELED GRAV- 979,694.9 (mgal) NAVD 88 EB1375 EB1375 HORZ ORDER - FIRST EB1375 VERT ORDER - FIRST CLASS II EB1375 EB1375.The North Carolina/South Carolina HARNS have been completed but, EB1375.due to contractual restrictions, coordinates for these stations EB1375.will NOT be published in the near future. In the interim, the EB1375.published coordinates in North and South Carolina will not be EB1375.consistent with the Continuously Operating Reference Stations EB1375.(CORS). The HARN coordinates for these stations are available EB1375.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB1375.Lapine(803-896-7700). EB1375. EB1375.In addition, the published North and South Carolina positions EB1375.(NAD 83 (1986)) are NOT consistent with those determined in EB1375.adjacent state readjustments. The discontinuity between stations EB1375.located in North or South Carolina and those in adjacent states EB1375.which have been adjusted to the HARN may be as much as 5 EB1375.decimeters. This will result in a significant loss of accuracy EB1375.over lines crossing such state borders. EB1375 EB1375 EB1375.The horizontal coordinates were established by GPS observations EB1375.and adjusted by the National Geodetic Survey in July 1998. EB1375 EB1375.The orthometric height was determined by differential leveling EB1375.and adjusted by the National Geodetic Survey in June 1991. EB1375 EB1375.The Laplace correction was computed from DEFLEC99 derived deflections. EB1375 EB1375.The geoid height was determined by GEOID99. EB1375 EB1375.The dynamic height is computed by dividing the NAVD 88 EB1375.geopotential number by the normal gravity value computed on the EB1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1375.degrees latitude (g = 980.6199 gals.). EB1375 EB1375.The modeled gravity was interpolated from observed gravity values. EB1375 EB1375; North East Units Scale Converg. EB1375;SPC NC - 121,216.769 548,630.919 MT 0.99989814 -0 23 05.2 EB1375;UTM 17 - 3,856,208.021 621,907.172 MT 0.99978317 +0 45 42.6 EB1375 EB1375 SUPERSEDED SURVEY CONTROL EB1375 EB1375 NAD 83(1986)- 34 50 27.15965(N) 079 40 00.02802(W) AD( ) 3 EB1375 NAD 83(1986)- 34 50 27.16427(N) 079 40 00.01328(W) AD( ) 3 EB1375 NAD 27 - 34 50 26.59642(N) 079 40 00.84597(W) AD( ) 3 EB1375 NAVD 88 (07/24/98) 117.12 (m) 384.3 (f) LEVELING 3 EB1375 NGVD 29 (10/06/93) 117.393 (m) 385.15 (f) ADJUSTED 1 2 EB1375 EB1375.Superseded values are not recommended for survey control. EB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1375.See file dsdata.txt to determine how the superseded data were derived. EB1375 EB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2190756208(NAD 83) EB1375_MARKER: DB = BENCH MARK DISK EB1375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EB1375_STAMPING: Z 198 1979 EB1375_MARK LOGO: NGS EB1375_PROJECTION: FLUSH EB1375_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EB1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1375+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001 EB1375_ROD/PIPE-DEPTH: 6.10 meters EB1375 EB1375 HISTORY - Date Condition Report By EB1375 HISTORY - 1979 MONUMENTED NGS EB1375 HISTORY - 1986 GOOD NGS EB1375 HISTORY - 1986 GOOD NGS EB1375 HISTORY - 1986 GOOD NGS EB1375 HISTORY - 19930510 GOOD NCGS EB1375 HISTORY - 20010730 GOOD JCLS EB1375 EB1375 STATION DESCRIPTION EB1375 EB1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EB1375'3.8 MI SE FROM HAMLET. EB1375'2.8 MILES SOUTHEAST ALONG SECONDARY ROAD 1615 (MAIN STREET) FROM THE EB1375'SEABOARD COAST LINE RAILROAD STATION IN HAMLET, THENCE 1.0 MILE EB1375'SOUTHEAST ALONG STATE HIGHWAY 381, 170 FEET NORTHWEST OF THE EB1375'NORTHWEST CORNER OF A BRICK HOUSE, 165 FEET NORTHWEST OF THE CENTER OF EB1375'OF A DRIVEWAY LEADING EAST, 40 FEET SOUTH OF THE EXTENDED CENTER OF A EB1375'DRIVEWAY LEADING TO A MOBILE HOME, 31 FEET NORTHEAST OF THE CENTER OF EB1375'THE HIGHWAY, AND 5 FEET NORTHWEST OF POWER POLE NUMBER 10G 9. EB1375'NOTE=ACCESS IS THROUGH A FOUR INCH SCREW PLUG. EB1375'THE MARK IS 2 FT SE FROM A WITNESS POST. EB1375'THE MARK IS 2 FT BELOW THE HIGHWAY. EB1375 EB1375 STATION RECOVERY (1986) EB1375 EB1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP) EB1375'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EB1375'SOUTHEAST OF HAMLET AND ALONG STATE HIGHWAY 381. EB1375'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. EB1375' EB1375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 74 AND STATE EB1375'HIGHWAY 381, ABOUT 2.0 KM (1.25 MI) EAST OF HAMLET, GO EB1375'SOUTH FOR 2.5 KM (1.55 MI) ON HIGHWAY 381 TO A CROSSROAD. EB1375'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) ON THE EB1375'HIGHWAY TO THE STATION ON THE LEFT. EB1375' EB1375'THE STATION IS A STANDARD NGS DISK EB1375'STAMPED---Z 198 1979---, EB1375'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF EB1375'20 FT AND ENCASED IN A PLASTIC PIPE WITH ACCESS THROUGH A LOGO CAP. EB1375'LOCATED EB1375'51.8 METERS (170.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A EB1375'BRICK HOUSE, EB1375'50.3 METERS (165.0 FT) NORTH FROM THE CENTER OF A DRIVEWAY, EB1375'9.4 METERS (31.0 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY, EB1375'1.52 METERS (5.0 FT) NORTHWEST FROM A UTILITY POLE NUMBER 10G 9, AND EB1375'0.6 METERS (2.0 FT) SOUTHEAST FROM A WITNESS POST. EB1375' EB1375'DESCRIBED BY R.T. WOODRUFF, TYPED BY R.L. ZURFLUH. EB1375 EB1375 STATION RECOVERY (1986) EB1375 EB1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB1375'THE STATION WAS RECOVERED AT THIS DATE. EB1375' EB1375'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EB1375'NORTHWEST OF GIBSON, EB1375'6.1 KM (3.8 MI) SOUTHEAST OF HAMLET AND ALONG STATE HIGHWAY 381. EB1375'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. EB1375' EB1375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 381 AND U.S. EB1375'HIGHWAY 74 WHICH IS ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF HAMLET, GO EB1375'SOUTH FOR 2.5 KM (1.55 MI) ON HIGHWAY 381 TO A CROSSROAD. EB1375'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY EB1375'381 TO THE STATION ON THE LEFT. EB1375' EB1375'THE STATION IS A STANDARD NGS DISK EB1375'STAMPED---Z 198 1979---, EB1375'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF EB1375'6.1 METERS (20 FT) ENCASED IN A PVC PIPE 10 CM IN DIAMETER, WITH EB1375'SCREW PLUG, FLUSH WITH GROUND. LOCATED EB1375'50.60 METERS (166.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF EB1375'A ONE STORY BRICK HOUSE, EB1375'47.55 METERS (156.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER EB1375'OF A DIRT DRIVEWAY LEADING TO THE HOUSE, EB1375'9.45 METERS (31.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF EB1375'HIGHWAY 381, EB1375'1.52 METERS (5.0 FT) NORTH-NORTHWEST FROM THE UTILITY POLE NUMBER EB1375'10G 9 AND EB1375'0.61 METERS (2.0 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST. EB1375' EB1375'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB1375'MARCH 1986. EB1375' EB1375'THIS STATION SUITABLE FOR GPS SURVEYS. EB1375' EB1375'DESCRIBED BY D.F. CALLAHAN. EB1375 EB1375 STATION RECOVERY (1986) EB1375 EB1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB1375'THE STATION WAS RECOVERED AT THIS DATE. EB1375' EB1375'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EB1375'NORTHWEST OF GIBSON, EB1375'6.1 KM (3.8 MI) SOUTHEAST OF HAMLET AND ALONG STATE HIGHWAY 381. EB1375'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. EB1375' EB1375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 381 AND U.S. EB1375'HIGHWAY 74 WHICH IS ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF HAMLET, GO EB1375'SOUTH FOR 2.5 KM (1.55 MI) ON HIGHWAY 381 TO A CROSSROAD. EB1375'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY EB1375'381 TO THE STATION ON THE LEFT. EB1375' EB1375'THE STATION IS A STANDARD NGS DISK EB1375'STAMPED---Z 198 1979---, EB1375'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF EB1375'6.1 METERS (20 FT) ENCASED IN A PVC PIPE 10 CM IN DIAMETER, WITH EB1375'SCREW PLUG, FLUSH WITH GROUND. LOCATED EB1375'50.60 METERS (166.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF EB1375'A ONE STORY BRICK HOUSE, EB1375'47.55 METERS (156.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER EB1375'OF A DIRT DRIVEWAY LEADING TO THE HOUSE, EB1375'9.45 METERS (31.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF EB1375'HIGHWAY 381, EB1375'1.52 METERS (5.0 FT) NORTH-NORTHWEST FROM THE UTILITY POLE NUMBER EB1375'10G 9 AND EB1375'0.61 METERS (2.0 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST. EB1375' EB1375'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB1375'MARCH 1986. EB1375' EB1375'THIS STATION SUITABLE FOR GPS SURVEYS. EB1375' EB1375'DESCRIBED BY D.F. CALLAHAN. EB1375 EB1375 STATION RECOVERY (1993) EB1375 EB1375'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB1375'RECOVERED AS DESCRIBED. EB1375 EB1375 STATION RECOVERY (2001) EB1375 EB1375'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 EB1375'RECOVERED IN GOOD CONDITION.