1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY3948 *********************************************************************** EY3948 DESIGNATION - BLOUNT EY3948 PID - EY3948 EY3948 STATE/COUNTY- NC/WASHINGTON EY3948 USGS QUAD - ROPER NORTH (1978) EY3948 EY3948 *CURRENT SURVEY CONTROL EY3948 ___________________________________________________________________ EY3948* NAD 83(1986)- 35 55 39.17740(N) 076 36 07.52500(W) ADJUSTED EY3948* NAVD 88 - 3.167 (meters) 10.39 (feet) ADJUSTED EY3948 ___________________________________________________________________ EY3948 LAPLACE CORR- -3.00 (seconds) DEFLEC99 EY3948 GEOID HEIGHT- -36.84 (meters) GEOID99 EY3948 DYNAMIC HT - 3.164 (meters) 10.38 (feet) COMP EY3948 MODELED GRAV- 979,806.3 (mgal) NAVD 88 EY3948 EY3948 HORZ ORDER - SECOND EY3948 VERT ORDER - SECOND CLASS II EY3948 EY3948.The North Carolina/South Carolina HARNS have been completed but, EY3948.due to contractual restrictions, coordinates for these stations EY3948.will NOT be published in the near future. In the interim, the EY3948.published coordinates in North and South Carolina will not be EY3948.consistent with the Continuously Operating Reference Stations EY3948.(CORS). The HARN coordinates for these stations are available EY3948.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY3948.Lapine(803-896-7700). EY3948. EY3948.In addition, the published North and South Carolina positions EY3948.(NAD 83 (1986)) are NOT consistent with those determined in EY3948.adjacent state readjustments. The discontinuity between stations EY3948.located in North or South Carolina and those in adjacent states EY3948.which have been adjusted to the HARN may be as much as 5 EY3948.decimeters. This will result in a significant loss of accuracy EY3948.over lines crossing such state borders. EY3948 EY3948 EY3948.The horizontal coordinates were established by classical geodetic methods EY3948.and adjusted by the National Geodetic Survey in July 1986. EY3948 EY3948.The orthometric height was determined by differential leveling EY3948.and adjusted by the National Geodetic Survey in May 2000. EY3948 EY3948.The Laplace correction was computed from DEFLEC99 derived deflections. EY3948 EY3948.The geoid height was determined by GEOID99. EY3948 EY3948.The dynamic height is computed by dividing the NAVD 88 EY3948.geopotential number by the normal gravity value computed on the EY3948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3948.degrees latitude (g = 980.6199 gals.). EY3948 EY3948.The modeled gravity was interpolated from observed gravity values. EY3948 EY3948; North East Units Scale Converg. EY3948;SPC NC - 244,175.465 825,969.601 MT 0.99994203 +1 23 02.4 EY3948;UTM 18 - 3,977,098.485 355,469.537 MT 0.99985740 -0 56 24.7 EY3948 EY3948|---------------------------------------------------------------------| EY3948| PID Reference Object Distance Geod. Az | EY3948| dddmmss.s | EY3948| FX3843 EDENTON USMC AIR BASE BCN APPROX.10.7 KM 0194557.7 | EY3948| EY4797 BLOUNT AZ MK 1261043.4 | EY3948| EY4798 BLOUNT AZ MK 2 379.974 METERS 12642 | EY3948| EY4799 BLOUNT RM 1 29.238 METERS 13055 | EY3948| EY3970 PLYMOUTH ATLAS PLYWOOD CO STK APPROX.13.9 KM 2444544.9 | EY3948| EY4801 BLOUNT RM 3 24.510 METERS 31101 | EY3948| EY5669 CHESSONS 199.080 METERS 31540 | EY3948| EY4800 BLOUNT RM 2 48.644 METERS 34853 | EY3948|---------------------------------------------------------------------| EY3948 EY3948 SUPERSEDED SURVEY CONTROL EY3948 EY3948 NAD 27 - 35 55 38.59600(N) 076 36 08.73700(W) AD( ) 2 EY3948 NGVD 29 (12/10/90) 3.4 (m) 11. (f) VERT ANG EY3948 EY3948.Superseded values are not recommended for survey control. EY3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3948.See file dsdata.txt to determine how the superseded data were derived. EY3948 EY3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5547077098(NAD 83) EY3948_MARKER: DH = HORIZONTAL CONTROL DISK EY3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3948_STAMPING: BLOUNT 1954 EY3948_MARK LOGO: CGS EY3948_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3948+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994 EY3948 EY3948 HISTORY - Date Condition Report By EY3948 HISTORY - 1954 MONUMENTED CGS EY3948 HISTORY - 1960 GOOD CGS EY3948 HISTORY - 1978 GOOD NGS EY3948 HISTORY - 1978 GOOD NCGS EY3948 HISTORY - 19860101 GOOD NCGS EY3948 HISTORY - 19940620 GOOD NCGS EY3948 EY3948 STATION DESCRIPTION EY3948 EY3948'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY3948'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF EDENTON, 9 MILES EY3948'NORTHEAST OF PLYMOUTH, 3/4 MILE WEST-NORTHWEST OF PLEASANT EY3948'GROVE ON THE SOUTH SIDE OF A PAVED ROAD. IT IS 152 FEET EAST EY3948'OF THE NORTHEAST CORNER OF AN UNPAINTED HOUSE, 55 FEET SOUTHWEST EY3948'OF THE CENTERLINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER EY3948'OF AN OLD RAILROAD BED AND 4 FEET WEST OF A WITNESS POST. THE EY3948'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLYMOUTH 1954. EY3948' EY3948'REFERENCE MARK NO. 1 IS 55 FEET SOUTHWEST OF THE CENTERLINE OF EY3948'THE ROAD AND 23 FEET SOUTH OF AN 18 INCH OAK TREE WITH A EY3948'TRIANGLE BLAZED ON THE NORTH SIDE OF THE TRUNK. THE MARK EY3948'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLYMOUTH NO 1 EY3948'1954. EY3948' EY3948'REFERENCE MARK NO. 2 IS 44 FEET SOUTHEAST OF THE CENTER OF A EY3948'DIRT DRIVEWAY, 42 FEET NORTHEAST OF THE CENTER OF THE PAVED EY3948'ROAD AND 23 FEET SOUTHEAST OF A POWERLINE POLE. THE MARK EY3948'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLYMOUTH NO 2 EY3948'1954. EY3948' EY3948'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF THE EY3948'PAVED ROAD, 1 FOOT NORTH OF A POWERLINE POLE AND 1 FOOT WEST OF EY3948'A WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK EY3948'IS STAMPED PLYMOUTH 1954. EY3948' EY3948'TO REACH THE STATION FROM THE SOUTH END OF THE CONCRETE BRIDGE EY3948'OVER ALBEMARLE SOUND ON STATE HIGHWAY 32, GO SOUTHERLY ON EY3948'STATE HIGHWAY 32 FOR 2.15 MILES TO THE JUNCTION OF EY3948'U.S. HIGHWAY 64, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 64 FOR EY3948'4.9 MILES TO A WHITE CHURCH IN PLEASANT GROVE AND A PAVED SIDE EY3948'ROAD TO THE RIGHT, TURN RIGHT ONTO THE PAVED ROAD AND GO EY3948'TOWARD MACKEYS FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, EY3948'CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT AS EY3948'DESCRIBED. EY3948' EY3948'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY3948 EY3948 STATION RECOVERY (1960) EY3948 EY3948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) EY3948'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN EY3948'GOOD CONDITION. A NEW WITNESS SIGN WAS ADDED AND IS 3 FEET EY3948'EAST OF THE STATION. THE DESCRIPTION IS ADEQUATE AND COMPLETE EY3948'FOR RECOVERY. EY3948 EY3948 STATION RECOVERY (1978) EY3948 EY3948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) EY3948'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION, EY3948'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT RECOVERED AND ARE EY3948'BELIEVED TO BE DESTROYED. REFERENCE MARK 3 AND A NEW AZIMUTH MARK EY3948'WERE ESTABLISHED. THE DISKS ARE NOT STAMPED PLYMOUTH AS STATED IN EY3948'THE 1954 DESCRIPTION. EY3948' EY3948'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY3948' EY3948'THE STATION IS ABOUT 10 MILES EAST-NORTHEAST OF PLYMOUTH, 10 MILES EY3948'SOUTH OF EDENTON, 3/4 MILE NORTHWEST OF PLEASANT GROVE AND ON PROPERTY EY3948'OWNED BY MRS W.M. CHESSONS WHO LIVES ABOUT 0.15 MILE NORTHWEST OF THE EY3948'STATION ON THE NORTHEAST SIDE OF THE ROAD. EY3948' EY3948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE EY3948'ROUTE 32 IN PLYMOUTH, 90 EASTERLY ON U.S. HIGHWAY 64 AND STATE ROUTE EY3948'32 FOR 7.2 MILES TO A FORK KEEP THE LEFT FORK AND CONTINUE ON EY3948'U.S. HIGHWAY 64 FOR 4.6 MILES TO SECONDARY ROAD 1300 ON THE LEFT, EY3948'JUST AFTER PASSING THE PLEASANT GROVE METHODIST CHURCH ON THE EY3948'LEFT. TURN LEFT AND GO NORTHWEST ON SECONDARY ROAD 1300 FOR 0.5 EY3948'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.2 MILE TO THE EY3948'STATION ON THE LEFT. EY3948' EY3948'AZIMUTH MARK ON THE LEFT AND A SMALL FRAME HOUSE ON THE RIGHT, JUST EY3948'BEFORE REACHING A MOBILE HOME ON THE LEFT. CONTINUE NORTHWEST FOR EY3948'0.2 MILE TO THE STATION ON THE LEFT IN A WOODED AREA. EY3948' EY3948'STATION MARKS ARE STANDARD DISKS STAMPED---BLOUNT 1954---THE SURFACE EY3948'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS EY3948'1 INCH. THEY ARE 55.7 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY EY3948'ROAD 1300, 19.8 FEET NORTH OF A 6 INCH PINE TREE WITH A METAL TAG, EY3948'19.3 FEET SOUTH OF AN 8 INCH PINE TREE WITH A METAL TAG, 17.3 FEET EY3948'EAST-SOUTHEAST OF A 10 INCH PINE TREE WITH A TAEFAL TAG AND 3.2 FEET EY3948'NORTHEAST OF A METAL WITNESS POST. EY3948' EY3948'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BLOUNT NO 1 1954---SET EY3948'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH EY3948'IT IS 54.6 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY ROAD 1300, EY3948'19.2 FEET SOUTHEAST OF A 10 INCH PINE TREE WITH A METAL TAG, 16 FEET EY3948'NORTHWEST OF A 10 INCH PINE TREE WITH A METAL TAG AND 1.8 FEET EY3948'NORTH-NORTHEAST OF A 5 INCH PINE TREE WITH A METAL TAG. EY3948' EY3948'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BLOUNT 1954 NO 3 EY3948'1978---SET IN THE TOP OF A CONCRETE POST THAT IS 13 INCHES IN EY3948'DIAMETER AND PROJECTS 4 INCHES. IT IS 56.1 FEET SOUTHWEST OF THE EY3948'CENTERLINE OF SECONDARY ROAD 1300, 34.6 FEET NORTHEAST OF A 28-INCH EY3948'PINE TREE, 6.7 FEET WEST OF AN 8-INCH PINE TREE AND 3 FEET NORTHWEST EY3948'OF A METAL WITNESS POST EY3948' EY3948'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BLOUNT 1954 1978--- EY3948'SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES IN DIAMETER EY3948'AND PROJECTS 3 INCHES. IT IS 68.8 FEET SOUTHWEST OF THE CENTERLINE EY3948'OF SECONDARY ROAD 1300, 138 FEET SOUTH OF THE MOST SOUTHWEST CORNER EY3948'OF A FRAM HOUSE, 73.7 FEET SOUTHEAST OF THE EAST MOST DRIVEWAY, EY3948'42.6 FEET NORTH OF AN 18-INCH TREE, 23.5 FEET WEST OF A 10-INCH EY3948'PINE TREE AND 3.3 FEET EAST OF A METAL WITNESS POST. EY3948 EY3948 STATION RECOVERY (1978) EY3948 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY3948'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. EY3948'THE STATION AND REFERENCE MARK 1 ARE BOTH STAMPED---BLOUNT---, EY3948'NOT---PLYMOUTH---. REFERENCE MARK 2 AND AN AZIMUTH MARK WERE NOT EY3948'FOUND AFTER A THIRTY MINUTE SEARCH FOR EACH. REFERENCE MARK 3 AND A EY3948'NEW AZIMUTH MARK WERE ESTABLISHED BY NGS/NCGS BUT WERE UNABLE TO CHAIN EY3948'BETWEEN REFERENCE MARKS DUE TO THE TREES. A COMPLETE NEW DESCRIPTION EY3948'WAS WRITTEN BY H.D. MCKINNEY OF NGS AT THIS TIME -- SEE RECOVERY EY3948'THEREOF. EY3948 EY3948 STATION RECOVERY (1986) EY3948 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3948'RECOVERED AS DESCRIBED. EY3948 EY3948 STATION RECOVERY (1994) EY3948 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY3948'RECOVERED IN GOOD CONDITION. REFERENCE MARK 3 IS 3 FT (0.9 M) EY3948'SOUTHEAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5669 *********************************************************************** EY5669 DESIGNATION - CHESSONS EY5669 PID - EY5669 EY5669 STATE/COUNTY- NC/WASHINGTON EY5669 USGS QUAD - ROPER NORTH (1978) EY5669 EY5669 *CURRENT SURVEY CONTROL EY5669 ___________________________________________________________________ EY5669* NAD 83(1986)- 35 55 43.79810(N) 076 36 13.07404(W) ADJUSTED EY5669* NAVD 88 - 4.474 (meters) 14.68 (feet) ADJUSTED EY5669 ___________________________________________________________________ EY5669 LAPLACE CORR- -2.99 (seconds) DEFLEC99 EY5669 GEOID HEIGHT- -36.84 (meters) GEOID99 EY5669 DYNAMIC HT - 4.470 (meters) 14.67 (feet) COMP EY5669 MODELED GRAV- 979,806.4 (mgal) NAVD 88 EY5669 EY5669 HORZ ORDER - FIRST EY5669 VERT ORDER - SECOND CLASS II EY5669 EY5669.The North Carolina/South Carolina HARNS have been completed but, EY5669.due to contractual restrictions, coordinates for these stations EY5669.will NOT be published in the near future. In the interim, the EY5669.published coordinates in North and South Carolina will not be EY5669.consistent with the Continuously Operating Reference Stations EY5669.(CORS). The HARN coordinates for these stations are available EY5669.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY5669.Lapine(803-896-7700). EY5669. EY5669.In addition, the published North and South Carolina positions EY5669.(NAD 83 (1986)) are NOT consistent with those determined in EY5669.adjacent state readjustments. The discontinuity between stations EY5669.located in North or South Carolina and those in adjacent states EY5669.which have been adjusted to the HARN may be as much as 5 EY5669.decimeters. This will result in a significant loss of accuracy EY5669.over lines crossing such state borders. EY5669 EY5669 EY5669.The horizontal coordinates were established by GPS observations EY5669.and adjusted by the National Geodetic Survey in July 1998. EY5669 EY5669.The orthometric height was determined by differential leveling EY5669.and adjusted by the National Geodetic Survey in May 2000. EY5669 EY5669.The Laplace correction was computed from DEFLEC99 derived deflections. EY5669 EY5669.The geoid height was determined by GEOID99. EY5669 EY5669.The dynamic height is computed by dividing the NAVD 88 EY5669.geopotential number by the normal gravity value computed on the EY5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5669.degrees latitude (g = 980.6199 gals.). EY5669 EY5669.The modeled gravity was interpolated from observed gravity values. EY5669 EY5669; North East Units Scale Converg. EY5669;SPC NC - 244,314.474 825,827.107 MT 0.99994230 +1 22 59.2 EY5669;UTM 18 - 3,977,243.147 355,332.809 MT 0.99985789 -0 56 28.1 EY5669 EY5669 SUPERSEDED SURVEY CONTROL EY5669 EY5669 NAD 83(1986)- 35 55 43.79810(N) 076 36 13.07403(W) AD( ) 2 EY5669 NAVD 88 (07/10/98) 4.47 (m) 14.7 (f) LEVELING 3 EY5669 NGVD 29 (12/10/90) 4.8 (m) 16. (f) VERT ANG EY5669 EY5669.Superseded values are not recommended for survey control. EY5669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5669.See file dsdata.txt to determine how the superseded data were derived. EY5669 EY5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5533377243(NAD 83) EY5669_MARKER: DH = HORIZONTAL CONTROL DISK EY5669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5669_STAMPING: CHESSONS 1978 EY5669_MARK LOGO: NCGS EY5669_MAGNETIC: N = NO MAGNETIC MATERIAL EY5669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY5669+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1994 EY5669 EY5669 HISTORY - Date Condition Report By EY5669 HISTORY - 1978 MONUMENTED NCGS EY5669 HISTORY - 19860101 GOOD NCGS EY5669 HISTORY - 19890916 GOOD NCGS EY5669 HISTORY - 19940406 GOOD NCGS EY5669 EY5669 STATION DESCRIPTION EY5669 EY5669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5669'THE STATION IS LOCATED 0.6 MILES EAST OF MACKEYS AND APPROXIMATELY EY5669'3.7 MILES NORTH OF ROPER. EY5669' EY5669'TO REACH THE STATION FROM Y INTERSECTION OF SR 1300 AND SR 1322 AT EY5669'MACKEYS, PROCEED EAST ALONG SR 1300 FOR 0.7 MILE TO W.M. CHESSONS EY5669'WHITE SHINGLED HOUSE AND STATION ON THE LEFT, APPROXIMATELY 150 FEET EY5669'SOUTH-SOUTHEAST OF THE HOUSE AND 0.8 MILE WEST OF INTERSECTION WITH EY5669'US 64-NC 32. EY5669' EY5669'STATION MARK IS A STANDARD DISK STAMPED---CHESSONS 1978---,SET IN THE EY5669'TOP OF A 14 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE AND EY5669'1 FOOT HIGHER THAN THE HIGHWAY SURFACE. THE MARK IS 36.5 FEET EY5669'NORTHEAST OF THE CENTERLINE OF SR 1300, 44.7 FEET EAST-SOUTHEAST OF EY5669'THE EAST END OF A CULVERT UNDER THE DRIVEWAY, 122.0 FEET SOUTH OF THE EY5669'SOUTHWEST CORNER OF A GARAGE AND 14.8 FEET SOUTH-SOUTHEAST OF POWER EY5669'POLE 2120MJ75 WITH TRANSFORMER, 79.2 FEET SOUTHWEST OF A 12 INCH WHITE EY5669'OAK AND 124.2 FEET NORTHWEST OF A 10 INCH PINE ALL WITH REFERENCE EY5669'TAGS. EY5669 EY5669 STATION RECOVERY (1986) EY5669 EY5669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5669'RECOVERED AS DESCRIBED. EY5669 EY5669 STATION RECOVERY (1989) EY5669 EY5669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EY5669'RECOVERED AS DESCRIBED. EY5669 EY5669 STATION RECOVERY (1994) EY5669 EY5669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5669'RECOVERED AS DESCRIBED IN GOOD CONDITION. REFERENCES NOT CHECKED ON EY5669'THIS DATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY1571 *********************************************************************** EY1571 DESIGNATION - CRESWELL RESET EY1571 PID - EY1571 EY1571 STATE/COUNTY- NC/WASHINGTON EY1571 USGS QUAD - COLUMBIA WEST (1974) EY1571 EY1571 *CURRENT SURVEY CONTROL EY1571 ___________________________________________________________________ EY1571* NAD 83(1986)- 35 52 58.54957(N) 076 22 11.13232(W) ADJUSTED EY1571* NAVD 88 - 1.778 (meters) 5.83 (feet) ADJUSTED EY1571 ___________________________________________________________________ EY1571 LAPLACE CORR- -5.59 (seconds) DEFLEC99 EY1571 GEOID HEIGHT- -37.48 (meters) GEOID99 EY1571 DYNAMIC HT - 1.777 (meters) 5.83 (feet) COMP EY1571 MODELED GRAV- 979,804.3 (mgal) NAVD 88 EY1571 EY1571 HORZ ORDER - FIRST EY1571 VERT ORDER - SECOND CLASS II EY1571 EY1571.The North Carolina/South Carolina HARNS have been completed but, EY1571.due to contractual restrictions, coordinates for these stations EY1571.will NOT be published in the near future. In the interim, the EY1571.published coordinates in North and South Carolina will not be EY1571.consistent with the Continuously Operating Reference Stations EY1571.(CORS). The HARN coordinates for these stations are available EY1571.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY1571.Lapine(803-896-7700). EY1571. EY1571.In addition, the published North and South Carolina positions EY1571.(NAD 83 (1986)) are NOT consistent with those determined in EY1571.adjacent state readjustments. The discontinuity between stations EY1571.located in North or South Carolina and those in adjacent states EY1571.which have been adjusted to the HARN may be as much as 5 EY1571.decimeters. This will result in a significant loss of accuracy EY1571.over lines crossing such state borders. EY1571 EY1571 EY1571.The horizontal coordinates were established by GPS observations EY1571.and adjusted by the National Geodetic Survey in July 1998. EY1571 EY1571.The orthometric height was determined by differential leveling EY1571.and adjusted by the National Geodetic Survey in June 1991. EY1571 EY1571.The Laplace correction was computed from DEFLEC99 derived deflections. EY1571 EY1571.The geoid height was determined by GEOID99. EY1571 EY1571.The dynamic height is computed by dividing the NAVD 88 EY1571.geopotential number by the normal gravity value computed on the EY1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1571.degrees latitude (g = 980.6199 gals.). EY1571 EY1571.The modeled gravity was interpolated from observed gravity values. EY1571 EY1571; North East Units Scale Converg. EY1571;SPC NC - 239,757.642 847,059.800 MT 0.99993315 +1 31 05.1 EY1571;UTM 18 - 3,971,830.198 376,360.958 MT 0.99978836 -0 48 10.7 EY1571 EY1571: Primary Azimuth Mark Grid Az EY1571:SPC NC - BINS 236 18 38.4 EY1571:UTM 18 - BINS 238 37 54.2 EY1571 EY1571|---------------------------------------------------------------------| EY1571| PID Reference Object Distance Geod. Az | EY1571| dddmmss.s | EY1571| AF8958 T 245 RESET 52.803 METERS 00017 | EY1571| EY0049 T 245 37.005 METERS 00652 | EY1571| CS5054 CRESWELL MUNICIPAL TANK 2341359.0 | EY1571| EY4794 BINS 2374943.5 | EY1571| EY1570 CRESWELL AZ MK APPROX. 0.6 KM 2384302.4 | EY1571| EY4906 CRESWELL RM 1 27.550 METERS 26429 | EY1571| EY1569 CRESWELL RM 2 27.127 METERS 26632 | EY1571| EY3325 SCUPPERNONG FOREST SERVICE LOT APPROX. 9.8 KM 2921614.4 | EY1571|---------------------------------------------------------------------| EY1571 EY1571 SUPERSEDED SURVEY CONTROL EY1571 EY1571 NAD 83(1986)- 35 52 58.54909(N) 076 22 11.13261(W) AD( ) 2 EY1571 NAD 27 - 35 52 57.96200(N) 076 22 12.37500(W) AD( ) 2 EY1571 NAVD 88 (07/10/98) 1.77 (m) 5.8 (f) LEVELING 3 EY1571 NGVD 29 (07/19/86) 2.10 (m) 6.9 (f) LEVELING 3 EY1571 EY1571.Superseded values are not recommended for survey control. EY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1571.See file dsdata.txt to determine how the superseded data were derived. EY1571 EY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7636171830(NAD 83) EY1571_MARKER: DH = HORIZONTAL CONTROL DISK EY1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1571_STAMPING: CRESWELL 1954 1960 EY1571_MARK LOGO: NGS EY1571_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1571+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1994 EY1571 EY1571 HISTORY - Date Condition Report By EY1571 HISTORY - 1960 MONUMENTED CGS EY1571 HISTORY - 1974 GOOD NCGS EY1571 HISTORY - 1976 GOOD NCGS EY1571 HISTORY - 1976 GOOD NCGS EY1571 HISTORY - 1978 GOOD NCGS EY1571 HISTORY - 1979 GOOD NGS EY1571 HISTORY - 19940209 GOOD NCGS EY1571 HISTORY - 19940209 GOOD NCGS EY1571 HISTORY - 19940802 GOOD NCGS EY1571 EY1571 STATION DESCRIPTION EY1571 EY1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE) EY1571'STATION MARK, AZIMUTH MARK AND BENCH MARK T 245 WERE RECOVERED EY1571'IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE EY1571'DISK RECLAIMED. THE STATION MARK WAS LOWERED ABOUT 2 FEET BY EY1571'REQUEST OF THE PROPERTY OWNER AND A NEW REFERENCE MARK NO. 2 WAS EY1571'SET. A COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 8 EY1571'MILES SOUTHWEST OF COLUMBIA AND 2 MILES NORTHEAST OF CRESSWELL. EY1571'IT IS 104 FEET SOUTHWEST OF A CULVERT ON THE SOUTHSIDE OF THE EY1571'ROAD, 77 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 64 AND 74.5 FEET EY1571'SOUTHWEST OF POWER POLE CT 13. THE MARK IS 14 INCHES BELOW THE EY1571'SURFACE OF THE GROUND AND THE DISK IS STAMPED CRESWELL 1954 1960. EY1571' EY1571'REFERENCE MARK NO. 2 IS 40 FEET WEST OF POWER POLE CT 13, 35 EY1571'FEET SOUTH OF THE CENTER OF THE ROAD AND 1.5 FEET EAST OF A EY1571'CGS WITNESS SIGN. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK EY1571'IS STAMPED CRESWELL NO 2 1954 1960. EY1571' EY1571'BENCH MARK T 245 WAS USED AS A REFERENCE MARK. IT IS IN THE EY1571'CENTER OF THE TOP OF THE CULVERT ON THE NORTH SIDE OF THE ROAD. THE EY1571'MARK IS A STANDARD U.S.C. AND G. SURVEY BENCH MARK DISK SET EY1571'FLUSH IN A DRILL HOLE IN THE TOP OF THE CULVERT AND IS STAMPED EY1571'T 245 1948. EY1571' EY1571'AZIMUTH MARK IS 76 FEET WEST OF POWER POLE CT 8, 38 FEET SOUTH EY1571'OF THE CENTER OF THE HIGHWAY AND 1.5 FEET SOUTH OF A CGS EY1571'WITNESS SIGN. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS EY1571'STAMPED CRESWELL 1954. EY1571' EY1571'TO REACH THE STATION FROM THE MAIN CROSSROAD LEADING TO CRESWELL EY1571'AND U.S. HIGHWAY 64. GO NORTHEAST ON HIGHWAY 64 FOR 1.0 MILE TO EY1571'THE AZIMUTH MARK ON THE RIGHT, CONTINUE 0.3 MILE TO THE COUNTY EY1571'LINE AND STATION AS DESCRIBED. EY1571 EY1571 STATION RECOVERY (1974) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC) EY1571'CRESWELL 1954 GOOD AS DESCRIBED. EY1571' EY1571'RM 1 GOOD AS DESCRIBED. EY1571' EY1571'BM T 245 (TRAV.) GOOD AS DESCRIBED. EY1571' EY1571'AZ. MARK GOOD AS DESCRIBED. EY1571 EY1571 STATION RECOVERY (1976) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EY1571'STATION MARK, RM 2, AZIMUTH MARK, AND T-245 WERE RECOVERED IN GOOD EY1571'CONDITION. EY1571' EY1571'NOTE--STATION IS 114 FEET SSE OF THE SE HEADWALL OF CULVERT UNDER EY1571'HIGHWAY AND NOT 104 FEET SW OF A CULVERT ON S SIDE OF ROAD. EY1571' EY1571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. EY1571 EY1571 STATION RECOVERY (1976) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EY1571'1.7 MI NE FROM CRESWELL. EY1571'TO REACH STATION FROM THE INTERSECTION OF US 64 WITH SR 1310 EY1571'CROSSROADS IN CRESWELL, PROCEED NORTHEAST ALONG US 64 FOR 1.4 MILES TO EY1571'A CULVERT UNDER HIGHWAY AT THE WASHINGTON - TYRRELL COUNTY LINE AND EY1571'STATION ON RIGHT. 77.0 FT. SE OF C/L OF HIGHWAY, 114.0 FT. SSE OF SE EY1571'HEADWALL, 74.5 FT. SW OF PP NO. CT 13 WITH ALUMINUM REF. TAG, AND 80.2 EY1571'FT. WSW OF THE SOUTHERNMOST POST OF A SIGN ON SE SIDE OF HIGHWAY. DISK EY1571'IS SET IN TOP OF CONCRETE MONUMENT 14 INCHES BELOW THE SURFACE OF THE EY1571'GROUND. EY1571 EY1571 STATION RECOVERY (1978) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY1571'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS EY1571'DESCRIBED IN 1976. EY1571' EY1571'REFERENCE MARK 2 AND BENCH MARK T245 WERE RECOVERED AS DESCRIBED. EY1571' EY1571'THE AZIMUTH MARK WAS FOUND WITH THE DISK GONE AND THE STEM IS BENT. EY1571'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND. H.D. MCKINNEY WROTE EY1571'A COMPLETE RECOVERY AT THAT TIME -- SEE HIS REPORT. EY1571 EY1571 STATION RECOVERY (1979) EY1571 EY1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) EY1571'THE STATION IS ABOUT 8 MILES SOUTHWEST OF COLUMBIA AND 2 MILES EY1571'NORTHEAST OF CRESWELL IN A CULTIVATED FIELD. EY1571' EY1571'THE STATION MARK, REFERENCE MARK 2 AND BENCH MARK T 245 WERE EY1571'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND WITH THE DISK EY1571'MISSING. NCGS STATION BINS WILL SERVE AS AN AZIMUTH. THE ANGLE EY1571'BETWEEN REFERENCE MARK 2 AND BM T245 CHECKED WITH THE 1960 EY1571'DESCRIPTION. THE DISTANCE TO REFERENCE MARK 2 CHECKED ALSO. HOWEVER EY1571'A LONGER DISTANCE OF 0.011 METER WAS FOUND TO BENCH MARK T245. EY1571' EY1571'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY1571' EY1571'TO REACH THE STATION FROM THE POST OFFICE IN CRESWELL, GO NORTHERLY EY1571'ON SEVENTH ST. FOR 0.3 MILE TO U.S. HIGHWAY 64. TURN RIGHT AND GO EY1571'NORTHEAST ON U.S. HIGHWAY 64 FOR 0.25 MILE TO NCGS STATION BINS ON EY1571'THE RIGHT, CONTINUE NORTHEASTERLY FOR 1.25 MILES TO THE STATION ON EY1571'THE RIGHT. EY1571' EY1571'THE STATION MARK IS A STANDARD DISK STAMPED---CRESWELL 1954 EY1571'1960---SET IN THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED 14 EY1571'INCHES BELOW THE GROUND SURFACE. IT IS 108.7 FEET SOUTHWEST OF THE EY1571'SOUTHWEST CORNER OF A CULVERT, 80.5 FEET WEST-SOUTHWEST OF A BILL EY1571'BOARD SIGN, 74.5 FEET SOUTH WEST OF POWERLINE POLE CT 13 AND 73 FEET EY1571'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64. EY1571' EY1571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CRESWELL 1954 NO 2 EY1571'1960---SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS EY1571'FLUSH WITH THE GROUND. IT IS 139.9 FEET SOUTH-SOUTHWEST OF THE EY1571'POWERLINE POLE AND 35 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF EY1571'HIGHWAY 64. THE BENCH MARK IS A STANDARD DISK STAMPED---T 245 EY1571'1948---CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT ON THE EY1571'NORTHWEST SIDE OF HIGHWAY 64 AND 53.3 FEET NORTH-NORTHWEST OF THE EY1571'POWERLINE POLE. EY1571' EY1571'STATION BINS IS A STANDARD NCGS DISK STAMPED---BINS 1978---SET IN EY1571'THE TOP OF A CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND IS EY1571'RECESSED 2 INCHES BELOW THE GROUND SURFACE. IT IS 152.4 FEET EY1571'WEST-SOUTHWEST OF POWERLINE POLE 776, 110.6 FEET EAST-NORTHEAST OF A EY1571'POWER SERVICE POLE, 49.5 FEET WEST OF AN 18 INCH PINE TREE, 40.6 EY1571'FEET NORTHWEST OF AN 18 INCH TWIN TRUNK PINE TREE, 37.4 FEET EY1571'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 30.7 FEET EY1571'NORTH-NORTHEAST OF A POWER SERVICE POLE WITH A METER. EY1571 EY1571 STATION RECOVERY (1994) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY1571'RECOVERED AS DESCRIBED. MARK IS 77.5 FT (23.6 M) SOUTH-SOUTHEAST OF EY1571'THE CENTER OF US 64, 80.0 FT (24.4 M) WEST-SOUTHWEST OF THE SOUTH MOST EY1571'OF FIVE BILLBOARD POSTS, 108.1 FT (32.9 M) SOUTHWEST OF THE SOUTHWEST EY1571'END OF A BOX CULVERT, 121.2 FT (36.9 M) SOUTH-SOUTHWEST OF THE OLD EY1571'BENCH MARK HOLE IN THE HEADWALL, AND 75.0 FT (22.9 M) SOUTHWEST OF A EY1571'POWER POLE WITH A TRANSFORMER. EY1571 EY1571 STATION RECOVERY (1994) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY1571'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND EY1571'ADDITIONS. EY1571'MARK IS 3-FEET LOWER THAN US 64 AND IS RECESSED 10 INCHES BELOW EY1571'GROUND. LOCATED 77.5 FT (23.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF EY1571'US 64, 108.1 FT (32.9 M) SOUTHWEST OF THE SOUTHWEST END OF A BOX EY1571'CULVERT, 121.2 FT (36.9 M) SOUTH-SOUTHWEST OF OLD BENCH MARK DRILL EY1571'HOLE (T 245) IN HEAD WALL, 173.23 FT (52.80 M) SOUTHWEST OF T 245 EY1571'RESET WHICH WAS ESTABLISHED IN 1992 BY NCGS, 75.0 FT (22.9 M) EY1571'SOUTHWEST OF A POWER POLE WITH TRANSFORMER, AND 80.0 FT (24.4 M) EY1571'WEST-SOUTHWEST OF THE SOUTHERN MOST OF FIVE BILLBOARD POSTS. NCGS EY1571'STATION--BINS--STILL SERVES AS AN AZIMUTH. EY1571'THE 1994 NCGS ANGLE OBSERVED FROM NCGS STATION--BINS--TO NCGS VERTICAL EY1571'STATION--T 245 RESET 1992--IS 122-26-15.31. EY1571 EY1571 STATION RECOVERY (1994) EY1571 EY1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY1571'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS ABOUT EY1571'3-FEET LOWER THAN US 64 AND IS RECESSED 10 INCHES BELOW THE GROUND. EY1571'LOCATED 77.5 FT (23.6 M) SOUTH-SOUTHEAST OF CENTERLINE OF US 64,80.0 EY1571'FT WEST-SOUTHWEST OF THE SOUTHERN MOST OF FIVE BILLBOARD POSTS, 75.0 EY1571'FT (22.9 M) SOUTHWEST OF POWER POLE WITH TRANSFORMER, 108.1 FT (32.9 EY1571'M) SOUTHWEST OF THE SOUTHWEST END OF A BOX CULVERT, 121.2 FT (36.9 M) EY1571'SOUTH-SOUTHWEST OF THE OLD BENCH MARK HOLE IN OLD HEADWALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5698 *********************************************************************** EY5698 DESIGNATION - MACKEYS EY5698 PID - EY5698 EY5698 STATE/COUNTY- NC/WASHINGTON EY5698 USGS QUAD - ROPER NORTH (1978) EY5698 EY5698 *CURRENT SURVEY CONTROL EY5698 ___________________________________________________________________ EY5698* NAD 83(1986)- 35 55 52.18151(N) 076 36 54.51392(W) ADJUSTED EY5698* NAVD 88 - 3.2 (meters) 10. (feet) VERTCON EY5698 ___________________________________________________________________ EY5698 LAPLACE CORR- -2.92 (seconds) DEFLEC99 EY5698 GEOID HEIGHT- -36.81 (meters) GEOID99 EY5698 EY5698 HORZ ORDER - SECOND EY5698 EY5698.The North Carolina/South Carolina HARNS have been completed but, EY5698.due to contractual restrictions, coordinates for these stations EY5698.will NOT be published in the near future. In the interim, the EY5698.published coordinates in North and South Carolina will not be EY5698.consistent with the Continuously Operating Reference Stations EY5698.(CORS). The HARN coordinates for these stations are available EY5698.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY5698.Lapine(803-896-7700). EY5698. EY5698.In addition, the published North and South Carolina positions EY5698.(NAD 83 (1986)) are NOT consistent with those determined in EY5698.adjacent state readjustments. The discontinuity between stations EY5698.located in North or South Carolina and those in adjacent states EY5698.which have been adjusted to the HARN may be as much as 5 EY5698.decimeters. This will result in a significant loss of accuracy EY5698.over lines crossing such state borders. EY5698 EY5698 EY5698.The horizontal coordinates were established by classical geodetic methods EY5698.and adjusted by the National Geodetic Survey in December 1990. EY5698 EY5698.The NAVD 88 height was computed by applying the VERTCON shift value to EY5698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5698 EY5698.The Laplace correction was computed from DEFLEC99 derived deflections. EY5698 EY5698.The geoid height was determined by GEOID99. EY5698 EY5698; North East Units Scale Converg. EY5698;SPC NC - 244,547.762 824,782.449 MT 0.99994278 +1 22 35.3 EY5698;UTM 18 - 3,977,518.587 354,298.557 MT 0.99986159 -0 56 52.6 EY5698 EY5698 SUPERSEDED SURVEY CONTROL EY5698 EY5698 NGVD 29 (12/10/90) 3.6 (m) 12. (f) VERT ANG EY5698 EY5698.Superseded values are not recommended for survey control. EY5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5698.See file dsdata.txt to determine how the superseded data were derived. EY5698 EY5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5429977519(NAD 83) EY5698_MARKER: DH = HORIZONTAL CONTROL DISK EY5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5698_STAMPING: MACKEYS 1978 EY5698_MARK LOGO: NCGS EY5698_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EY5698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY5698+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994 EY5698 EY5698 HISTORY - Date Condition Report By EY5698 HISTORY - 1978 MONUMENTED NCGS EY5698 HISTORY - 19850101 MARK NOT FOUND NCGS EY5698 HISTORY - 19910820 SEE DESCRIPTION NCGS EY5698 HISTORY - 19940620 SEE DESCRIPTION NCGS EY5698 EY5698 STATION DESCRIPTION EY5698 EY5698'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5698'THE STATION IS LOCATED IN MACKEYS, APPROXIMATELY 3.7 MILES NORTH OF EY5698'ROPER IN FRONT OF THE MACKEYS METHODIST CHURCH. EY5698' EY5698'STATION MARK IS A STANDARD DISK STAMPED---MACKEYS 1978--- SET IN THE EY5698'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND EY5698'SURFACE. THE MARK IS 240 FEET NORTHEAST OF THE INTERSECTION OF THE EY5698'CENTERLINES OF SR 1322 AND SR 1300, 14.4 FEET NORTH-NORTHWEST OF THE EY5698'CENTERLINE OF SR 1322, 46.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST EY5698'CORNER OF CHURCH AND 63.1 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER, EY5698'27.9 FEET SOUTH-SOUTHWEST OF A 30 INCH SYCAMORE WITH REFERENCE TAG AND EY5698'42.3 FEET EAST OF AN 18 INCH POST OAK WITH REFERENCE TAG. EY5698 EY5698 STATION RECOVERY (1985) EY5698 EY5698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS) EY5698'MARK WAS NOT FOUND. EY5698 EY5698 STATION RECOVERY (1991) EY5698 EY5698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB) EY5698'MONUMENT WAS FOUND BURIED AND LAYING ON ITS SIDE--CONSIDER DESTROYED. EY5698 EY5698 STATION RECOVERY (1994) EY5698 EY5698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5698'STATION WAS FOUND DESTROYED. MONUMENT WAS LYING HORIZONTAL 15 INCHES EY5698'BELOW THE GROUND, THE DISK WAS NOT RETRIEVED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5716 *********************************************************************** EY5716 DESIGNATION - PRISONER EY5716 PID - EY5716 EY5716 STATE/COUNTY- NC/WASHINGTON EY5716 USGS QUAD - LEONARDS POINT (1974) EY5716 EY5716 *CURRENT SURVEY CONTROL EY5716 ___________________________________________________________________ EY5716* NAD 83(1986)- 35 54 57.26809(N) 076 28 07.62171(W) ADJUSTED EY5716* NAVD 88 - 2.826 (meters) 9.27 (feet) ADJUSTED EY5716 ___________________________________________________________________ EY5716 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EY5716 GEOID HEIGHT- -37.14 (meters) GEOID99 EY5716 DYNAMIC HT - 2.824 (meters) 9.27 (feet) COMP EY5716 MODELED GRAV- 979,810.8 (mgal) NAVD 88 EY5716 EY5716 HORZ ORDER - SECOND EY5716 VERT ORDER - SECOND CLASS II EY5716 EY5716.The North Carolina/South Carolina HARNS have been completed but, EY5716.due to contractual restrictions, coordinates for these stations EY5716.will NOT be published in the near future. In the interim, the EY5716.published coordinates in North and South Carolina will not be EY5716.consistent with the Continuously Operating Reference Stations EY5716.(CORS). The HARN coordinates for these stations are available EY5716.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY5716.Lapine(803-896-7700). EY5716. EY5716.In addition, the published North and South Carolina positions EY5716.(NAD 83 (1986)) are NOT consistent with those determined in EY5716.adjacent state readjustments. The discontinuity between stations EY5716.located in North or South Carolina and those in adjacent states EY5716.which have been adjusted to the HARN may be as much as 5 EY5716.decimeters. This will result in a significant loss of accuracy EY5716.over lines crossing such state borders. EY5716 EY5716 EY5716.The horizontal coordinates were established by classical geodetic methods EY5716.and adjusted by the National Geodetic Survey in December 1990. EY5716 EY5716.The orthometric height was determined by differential leveling EY5716.and adjusted by the National Geodetic Survey in May 2000. EY5716 EY5716.The Laplace correction was computed from DEFLEC99 derived deflections. EY5716 EY5716.The geoid height was determined by GEOID99. EY5716 EY5716.The dynamic height is computed by dividing the NAVD 88 EY5716.geopotential number by the normal gravity value computed on the EY5716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5716.degrees latitude (g = 980.6199 gals.). EY5716 EY5716.The modeled gravity was interpolated from observed gravity values. EY5716 EY5716; North East Units Scale Converg. EY5716;SPC NC - 243,182.880 838,028.514 MT 0.99993966 +1 27 39.4 EY5716;UTM 18 - 3,975,617.998 367,477.044 MT 0.99981641 -0 51 42.2 EY5716 EY5716 SUPERSEDED SURVEY CONTROL EY5716 EY5716 NGVD 29 (12/10/90) 3.0 (m) 10. (f) VERT ANG EY5716 EY5716.Superseded values are not recommended for survey control. EY5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5716.See file dsdata.txt to determine how the superseded data were derived. EY5716 EY5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6747775618(NAD 83) EY5716_MARKER: DH = HORIZONTAL CONTROL DISK EY5716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5716_STAMPING: PRISONER 1978 EY5716_MARK LOGO: NCGS EY5716_MAGNETIC: N = NO MAGNETIC MATERIAL EY5716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY5716+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994 EY5716 EY5716 HISTORY - Date Condition Report By EY5716 HISTORY - 1978 MONUMENTED NCGS EY5716 HISTORY - 19860101 GOOD NCGS EY5716 HISTORY - 19940620 POOR NCGS EY5716 EY5716 STATION DESCRIPTION EY5716 EY5716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5716'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES NORTHWEST OF CRESWELL EY5716'AND 8.6 MILES EAST-NORTHEAST OF ROPER. EY5716' EY5716'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH NC 32 IN THE EY5716'COMMUNITY OF SKINNERSVILLE, PROCEED SOUTHEASTERLY ALONG US 64 FOR EY5716'2.7 MILES TO STATION ON THE LEFT, IN THE EDGE OF PINE TREES AND MIDWAY EY5716'BETWEEN THE CORRECTION LABOR PRISON CAMP AND THE SCUPPERNONG LOOKOUT EY5716'TOWER. EY5716' EY5716'STATION MARK IS A STANDARD DISK STAMPED---PRISONER 1978---,SET IN THE EY5716'TOP OF A 9 INCH CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE THE EY5716'GROUND SURFACE. THE MARK IS 52.1 FEET NORTH-NORTHEAST OF THE EY5716'CENTERLINE OF US 64 AND 21.6 FEET NORTHEAST OF POWER POLE CR 70TO02, EY5716'18.5 FEET EAST OF A 3 INCH PINE, 9.5 FEET WEST-SOUTHWEST OF A 4 INCH EY5716'PINE AND 5.1 FEET WEST-NORTHWEST OF A 3 INCH PINE ALL WITH REFERENCE EY5716'TAGS. EY5716 EY5716 STATION RECOVERY (1986) EY5716 EY5716'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5716'RECOVERED AS DESCRIBED. EY5716 EY5716 STATION RECOVERY (1994) EY5716 EY5716'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5716'RECOVERED IN POOR CONDITION. TOP OF MARK IS TILTED 12 DEGREES TO THE EY5716'SOUTHEAST AND IS RECESSED 4 INCHES BELOW THE GROUND. USE WITH CAUTION. EY5716'REFERENCES NOT CHECKED THIS DATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5721 *********************************************************************** EY5721 DESIGNATION - SALLY EY5721 PID - EY5721 EY5721 STATE/COUNTY- NC/WASHINGTON EY5721 USGS QUAD - LEONARDS POINT (1974) EY5721 EY5721 *CURRENT SURVEY CONTROL EY5721 ___________________________________________________________________ EY5721* NAD 83(1986)- 35 54 33.09678(N) 076 27 26.17257(W) ADJUSTED EY5721* NAVD 88 - 3.148 (meters) 10.33 (feet) ADJUSTED EY5721 ___________________________________________________________________ EY5721 LAPLACE CORR- -4.44 (seconds) DEFLEC99 EY5721 GEOID HEIGHT- -37.18 (meters) GEOID99 EY5721 DYNAMIC HT - 3.145 (meters) 10.32 (feet) COMP EY5721 MODELED GRAV- 979,810.1 (mgal) NAVD 88 EY5721 EY5721 HORZ ORDER - SECOND EY5721 VERT ORDER - SECOND CLASS II EY5721 EY5721.The North Carolina/South Carolina HARNS have been completed but, EY5721.due to contractual restrictions, coordinates for these stations EY5721.will NOT be published in the near future. In the interim, the EY5721.published coordinates in North and South Carolina will not be EY5721.consistent with the Continuously Operating Reference Stations EY5721.(CORS). The HARN coordinates for these stations are available EY5721.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY5721.Lapine(803-896-7700). EY5721. EY5721.In addition, the published North and South Carolina positions EY5721.(NAD 83 (1986)) are NOT consistent with those determined in EY5721.adjacent state readjustments. The discontinuity between stations EY5721.located in North or South Carolina and those in adjacent states EY5721.which have been adjusted to the HARN may be as much as 5 EY5721.decimeters. This will result in a significant loss of accuracy EY5721.over lines crossing such state borders. EY5721 EY5721 EY5721.The horizontal coordinates were established by classical geodetic methods EY5721.and adjusted by the National Geodetic Survey in December 1990. EY5721 EY5721.The orthometric height was determined by differential leveling EY5721.and adjusted by the National Geodetic Survey in May 2000. EY5721 EY5721.The Laplace correction was computed from DEFLEC99 derived deflections. EY5721 EY5721.The geoid height was determined by GEOID99. EY5721 EY5721.The dynamic height is computed by dividing the NAVD 88 EY5721.geopotential number by the normal gravity value computed on the EY5721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5721.degrees latitude (g = 980.6199 gals.). EY5721 EY5721.The modeled gravity was interpolated from observed gravity values. EY5721 EY5721; North East Units Scale Converg. EY5721;SPC NC - 242,464.728 839,086.405 MT 0.99993830 +1 28 03.3 EY5721;UTM 18 - 3,974,857.660 368,504.836 MT 0.99981306 -0 51 17.3 EY5721 EY5721 SUPERSEDED SURVEY CONTROL EY5721 EY5721 NGVD 29 (12/10/90) 3.6 (m) 12. (f) VERT ANG EY5721 EY5721.Superseded values are not recommended for survey control. EY5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5721.See file dsdata.txt to determine how the superseded data were derived. EY5721 EY5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6850574858(NAD 83) EY5721_MARKER: DH = HORIZONTAL CONTROL DISK EY5721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5721_STAMPING: SALLY 1978 EY5721_MARK LOGO: NCGS EY5721_MAGNETIC: N = NO MAGNETIC MATERIAL EY5721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY5721+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994 EY5721 EY5721 HISTORY - Date Condition Report By EY5721 HISTORY - 1978 MONUMENTED NCGS EY5721 HISTORY - 19860101 GOOD NCGS EY5721 HISTORY - 19940620 SEE DESCRIPTION NCGS EY5721 EY5721 STATION DESCRIPTION EY5721 EY5721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5721'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES NORTHWEST OF CRESWELL EY5721'AND 9.2 MILES EAST-NORTHEAST OF ROPER. EY5721' EY5721'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH (SIXTH EY5721'STREET) SR 1310, IN CRESWELL, PROCEED NORTHWEST ALONG US 64 FOR EY5721'4.6 MILES TO STATION ON THE RIGHT, APPROXIMATELY 250 FEET NORTHWEST OF EY5721'THE INTERSECTION WITH A DIRT ROAD LEADING NORTH TO ROSS HOLTONS HOUSE EY5721'AND FARM AND 0.9 MILE SOUTHEAST OF THE SCUPPERNONG LOOKOUT TOWER. EY5721' EY5721'STATION MARK IS A STANDARD DISK STAMPED---SALLY 1978---,SET IN THE TOP EY5721'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EY5721'SURFACE. THE MARK IS 19.1 FEET NORTHEAST OF THE CENTERLINE OF US 64, EY5721'2.5 FEET SOUTHWEST OF WITNESS SIGN, 67.1 FEET NORTHWEST OF POWER POLE EY5721'AJ 60 WITH REFERENCE TAG AND 130.2 FEET SOUTHEAST OF POWER POLE EY5721'AJ 32CR62 WITH REFERENCE TAG. EY5721 EY5721 STATION RECOVERY (1986) EY5721 EY5721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5721'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AS EY5721'FOLLOWS. THE STATION IS ALSO 229 FT (69.8 M) NORTHWEST OF THE NORTH EY5721'END OF A METAL HIGHWAY CULVERT. EY5721 EY5721 STATION RECOVERY (1994) EY5721 EY5721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5721'RECOVERED IN FAIR CONDITION, HOWEVER DISK IS TILTED 5 DEGREES TO THE EY5721'NORTHEAST, USE WITH CAUTION. DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5457 *********************************************************************** EY5457 DESIGNATION - SCUPPERNONG AZ MK EY5457 PID - EY5457 EY5457 STATE/COUNTY- NC/WASHINGTON EY5457 USGS QUAD - LEONARDS POINT (1974) EY5457 EY5457 *CURRENT SURVEY CONTROL EY5457 ___________________________________________________________________ EY5457* NAD 83(1986)- 35 54 51.19853(N) 076 27 57.37802(W) ADJUSTED EY5457* NAVD 88 - 2.725 (meters) 8.94 (feet) ADJUSTED EY5457 ___________________________________________________________________ EY5457 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EY5457 GEOID HEIGHT- -37.15 (meters) GEOID99 EY5457 DYNAMIC HT - 2.723 (meters) 8.93 (feet) COMP EY5457 MODELED GRAV- 979,810.7 (mgal) NAVD 88 EY5457 EY5457 HORZ ORDER - FIRST EY5457 VERT ORDER - SECOND CLASS II EY5457 EY5457.The North Carolina/South Carolina HARNS have been completed but, EY5457.due to contractual restrictions, coordinates for these stations EY5457.will NOT be published in the near future. In the interim, the EY5457.published coordinates in North and South Carolina will not be EY5457.consistent with the Continuously Operating Reference Stations EY5457.(CORS). The HARN coordinates for these stations are available EY5457.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY5457.Lapine(803-896-7700). EY5457. EY5457.In addition, the published North and South Carolina positions EY5457.(NAD 83 (1986)) are NOT consistent with those determined in EY5457.adjacent state readjustments. The discontinuity between stations EY5457.located in North or South Carolina and those in adjacent states EY5457.which have been adjusted to the HARN may be as much as 5 EY5457.decimeters. This will result in a significant loss of accuracy EY5457.over lines crossing such state borders. EY5457 EY5457 EY5457.The horizontal coordinates were established by GPS observations EY5457.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003. EY5457 EY5457.The orthometric height was determined by differential leveling EY5457.and adjusted by the National Geodetic Survey in May 2000. EY5457 EY5457.The Laplace correction was computed from DEFLEC99 derived deflections. EY5457 EY5457.The geoid height was determined by GEOID99. EY5457 EY5457.The dynamic height is computed by dividing the NAVD 88 EY5457.geopotential number by the normal gravity value computed on the EY5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5457.degrees latitude (g = 980.6199 gals.). EY5457 EY5457.The modeled gravity was interpolated from observed gravity values. EY5457 EY5457; North East Units Scale Converg. EY5457;SPC NC - 243,002.431 838,290.019 MT 0.99993932 +1 27 45.3 EY5457;UTM 18 - 3,975,427.123 367,730.991 MT 0.99981558 -0 51 36.0 EY5457 EY5457 SUPERSEDED SURVEY CONTROL EY5457 EY5457 NAD 83(1986)- 35 54 51.19436(N) 076 27 57.38159(W) AD( ) 2 EY5457 NAVD 88 (10/17/03) 2.73 (m) 9.0 (f) LEVELING 3 EY5457 NGVD 29 (12/10/90) 3.1 (m) 10. (f) VERT ANG EY5457 EY5457.Superseded values are not recommended for survey control. EY5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5457.See file dsdata.txt to determine how the superseded data were derived. EY5457 EY5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6773175427(NAD 83) EY5457_MARKER: DZ = AZIMUTH MARK DISK EY5457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5457_STAMPING: SCUPPERNONG 1954 EY5457_MARK LOGO: CGS EY5457_MAGNETIC: N = NO MAGNETIC MATERIAL EY5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY5457+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1994 EY5457 EY5457 HISTORY - Date Condition Report By EY5457 HISTORY - 1954 MONUMENTED CGS EY5457 HISTORY - 1978 GOOD NCGS EY5457 HISTORY - 19860101 GOOD NCGS EY5457 HISTORY - 19940208 GOOD NCGS EY5457 EY5457 STATION DESCRIPTION EY5457 EY5457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5457'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES NORTHWEST OF CRESWELL EY5457'AND 8.7 MILES EAST-NORTHEAST OF ROPER. EY5457' EY5457'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH NC 32 IN THE EY5457'COMMUNITY OF SKINNERSVILLE, PROCEED SOUTHEASTERLY ALONG US 64 FOR EY5457'2.9 MILES TO STATION ON THE RIGHT, ACROSS THE HIGHWAY FROM THE EY5457'CORRECTION LABOR PRISON CAMP. EY5457' EY5457'STATION MARK IS A STANDARD DISK STAMPED---SCUPPERNONG 1954---,SET IN EY5457'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES EY5457'ABOVE THE GROUND SURFACE. THE MARK IS 26.8 FEET SOUTHWEST OF THE EY5457'CENTERLINE OF US 64, 83.4 FEET SOUTHEAST OF THE SOUTHWEST END OF A EY5457'CULVERT UNDER US 64, 3.1 FEET NORTHWEST OF WITNESS SIGN, 22.0 FEET EY5457'NORTHEAST OF A 3 INCH PINE AND 24.5 FEET EAST-NORTHEAST OF A 4 INCH EY5457'PINE BOTH WITH REFERENCE TAGS. EY5457 EY5457 STATION RECOVERY (1986) EY5457 EY5457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5457'RECOVERED AS DESCRIBED. EY5457 EY5457 STATION RECOVERY (1994) EY5457 EY5457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5457'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS EY5457'FLUSH WITH THE GROUND. LOCATED 3.5 FT (1.1 M) NORTHWEST OF A METAL EY5457'WITNESS POST--AND 53.0 FT (16.2 M) EAST-SOUTHEAST OF A GUY POLE , 22.0 EY5457'FT (6.7 M) NORTHEAST OF A 9-INCH PINE, 24.5 FT (7.5 M) NORTHEAST OF A EY5457'13 INCH-PINE--ALL WITH REFERENCE TAGS. EY5457'THE NCGS 1994 ANGLE OBSERVED FROM NCGS STATION--SALLY--TO NCGS STATION EY5457'--PRISONER--IS 180-37-33.36. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY3326 *********************************************************************** EY3326 DESIGNATION - SCUPPERNONG RESET EY3326 PID - EY3326 EY3326 STATE/COUNTY- NC/WASHINGTON EY3326 USGS QUAD - LEONARDS POINT (1974) EY3326 EY3326 *CURRENT SURVEY CONTROL EY3326 ___________________________________________________________________ EY3326* NAD 83(1986)- 35 55 00.24367(N) 076 28 13.69255(W) ADJUSTED EY3326* NAVD 88 - 3.155 (meters) 10.35 (feet) ADJUSTED EY3326 ___________________________________________________________________ EY3326 LAPLACE CORR- -4.29 (seconds) DEFLEC99 EY3326 GEOID HEIGHT- -37.14 (meters) GEOID99 EY3326 DYNAMIC HT - 3.153 (meters) 10.34 (feet) COMP EY3326 MODELED GRAV- 979,810.9 (mgal) NAVD 88 EY3326 EY3326 HORZ ORDER - SECOND EY3326 VERT ORDER - SECOND CLASS II EY3326 EY3326.The North Carolina/South Carolina HARNS have been completed but, EY3326.due to contractual restrictions, coordinates for these stations EY3326.will NOT be published in the near future. In the interim, the EY3326.published coordinates in North and South Carolina will not be EY3326.consistent with the Continuously Operating Reference Stations EY3326.(CORS). The HARN coordinates for these stations are available EY3326.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY3326.Lapine(803-896-7700). EY3326. EY3326.In addition, the published North and South Carolina positions EY3326.(NAD 83 (1986)) are NOT consistent with those determined in EY3326.adjacent state readjustments. The discontinuity between stations EY3326.located in North or South Carolina and those in adjacent states EY3326.which have been adjusted to the HARN may be as much as 5 EY3326.decimeters. This will result in a significant loss of accuracy EY3326.over lines crossing such state borders. EY3326 EY3326 EY3326.The horizontal coordinates were established by classical geodetic methods EY3326.and adjusted by the National Geodetic Survey in July 1986. EY3326 EY3326.The orthometric height was determined by differential leveling EY3326.and adjusted by the National Geodetic Survey in May 2000. EY3326 EY3326.The Laplace correction was computed from DEFLEC99 derived deflections. EY3326 EY3326.The geoid height was determined by GEOID99. EY3326 EY3326.The dynamic height is computed by dividing the NAVD 88 EY3326.geopotential number by the normal gravity value computed on the EY3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3326.degrees latitude (g = 980.6199 gals.). EY3326 EY3326.The modeled gravity was interpolated from observed gravity values. EY3326 EY3326; North East Units Scale Converg. EY3326;SPC NC - 243,270.678 837,874.027 MT 0.99993982 +1 27 35.9 EY3326;UTM 18 - 3,975,711.973 367,326.262 MT 0.99981690 -0 51 45.8 EY3326 EY3326: Primary Azimuth Mark Grid Az EY3326:SPC NC - SCUPPERNONG AZ MK 122 48 55.4 EY3326:UTM 18 - SCUPPERNONG AZ MK 125 08 17.1 EY3326 EY3326|---------------------------------------------------------------------| EY3326| PID Reference Object Distance Geod. Az | EY3326| dddmmss.s | EY3326| EY5457 SCUPPERNONG AZ MK 495.010 METERS 1241631.3 | EY3326| EY5458 SCUPPERNONG RM 1 40.495 METERS 14346 | EY3326| EY3325 SCUPPERNONG FOREST SERVICE LOT 39.557 METERS 16221 | EY3326| EY5459 SCUPPERNONG RM 2 26.649 METERS 33514 | EY3326|---------------------------------------------------------------------| EY3326 EY3326 SUPERSEDED SURVEY CONTROL EY3326 EY3326 NAD 27 - 35 54 59.66000(N) 076 28 14.92000(W) AD( ) 2 EY3326 NGVD 29 (12/10/90) 3.4 (m) 11. (f) VERT ANG EY3326 EY3326.Superseded values are not recommended for survey control. EY3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3326.See file dsdata.txt to determine how the superseded data were derived. EY3326 EY3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6732675712(NAD 83) EY3326_MARKER: DH = HORIZONTAL CONTROL DISK EY3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3326_STAMPING: SCUPPERNONG 1954 1978 EY3326_MARK LOGO: NGS EY3326_PROJECTION: RECESSED 8 CENTIMETERS EY3326_MAGNETIC: N = NO MAGNETIC MATERIAL EY3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY3326+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1994 EY3326 EY3326 HISTORY - Date Condition Report By EY3326 HISTORY - 1978 MONUMENTED NGS EY3326 HISTORY - 1978 GOOD NCGS EY3326 HISTORY - 19860101 GOOD NCGS EY3326 HISTORY - 19940208 GOOD NCGS EY3326 EY3326 STATION DESCRIPTION EY3326 EY3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) EY3326'THE SURFACE MARK WAS RECOVERED WITH THE DISK MISSING, THE UNDERGROUND EY3326'MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN EY3326'GOOD CONDITION. THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION EY3326'DUE TO A THICK GROWTH OF PINE TREES. A SHORTER DISTANCE OF 0.039 EY3326'WAS NOTED TO REFERENCE MARK 1 AND A LONGER DISTANCE OF 0.027 METERS EY3326'WAS NOTED TO REFERENCE MARK 2. THE ANGLE BETWEEN THE REFERENCE MARKS EY3326'WAS FOUND TO BE LARGER BY 2 MINUTES EY3326' EY3326'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY3326' EY3326'STATION IS ABOUT 9 MILES EAST-SOUTHEAST OF ROPER, 5-1/2 MILES EY3326'NORTHWEST OF CRESWELL AT THE SITE OF THE SCUPPERNONG STATE FORESTRY EY3326'LOOKOUT TOWER. THE TOWER WILL BE MOVED WITHIN THE NEXT 2 YEARS. EY3326' EY3326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE EY3326'ROUTE 32 AT SKINNERSVILLE, GO SOUTHERLY ON U.S. HIGHWAY 64 FOR 2.7 EY3326'MILES TO THE STATION ON THE LEFT. CONTINUE SOUTHERLY FOR 0.3 MILES EY3326'TO THE AZIMUTH MARK ON THE RIGHT AND A STATE PRISON ON THE LEFT. EY3326' EY3326'STATION MARKS ARE STANDARD DISKS, THE SURFACE MARK IS EY3326'STAMPED---SCUPPERNONG 1954 1978---SET IN THE TOP OF A CONCRETE EY3326'MONUMENT THAT IS 11-INCHES IN DIAMETER AND IS 3 INCHES BELOW THE EY3326'GROUND SURFACE. THE UNDERGROUND MARK IS STAMPED---SCUPPERNONG EY3326'1954---AND IS SET 3.5 FEET BELOW THE GROUND SURFACE. THEY ARE 123.1 EY3326'FEET NORTH OF THE NORTHEAST LEG OF LOOKOUT TOWER, 46.4 FEET WEST EY3326'OF A PINE TREE WITH A METAL TRIANGLE TAG, 37.2 FEET EAST OF A EY3326'CHAIN-LINK FENCE, 26.6 FEET SSW OF A 20 INCH PINE TREE WITH A METAL EY3326'TAG, 21.5 FEET NORTH OF A PINE TREE WITH A METAL TAG AND 2 FEET SOUTH EY3326'OF A METAL WITNESS POST. EY3326' EY3326'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---SCUPPERNONG NO 1 EY3326'1954---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS EY3326'1-INCH BELOW THE GROUND SURFACE. IT IS 145.2 FEET NORTHEAST OF THE EY3326'CENTERLINE OF U.S. HIGHWAY 64, 116.1 FEET EAST-SOUTHEAST OF THE FENCE, EY3326'26.9 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 24.2 FEET EY3326'SSE OF THE SOUTHWEST CORNER OF A SMALL WOOD BUILDING AND 22.9 FEET EY3326'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING. EY3326' EY3326'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---SCUPPERNONG NO 2 EY3326'1954---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EY3326'PROJECTS 10 INCHES AND IS DIRECTLY UNDER THE FENCE. IT IS 101.6 FEET EY3326'SOUTHWEST OF THE NORTHEAST FENCE CORNER POST AND 85.2 FEET NORTH OF EY3326'THE WITNESS POST. EY3326' EY3326'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---SCUPPERNONG 1954--- EY3326'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS EY3326'2-INCHES. IT IS 73.2 FEET SOUTH OF A POWERLINE POLE, 93 FEET EY3326'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING TO A DUMPSTER, 27 FEET EY3326'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 1.1 FEET NORTHEAST EY3326'OF A METAL WITNESS POST. EY3326 EY3326 STATION RECOVERY (1978) EY3326 EY3326'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY3326'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY EY3326'H.D. MCKINNEY THIS DATE. MCKINNEY, WORKING WITH NCGS, RESET THE EY3326'SURFACE MARK AND REDESCRIBED THE STATION -- SEE REPORT THEREOF. EY3326 EY3326 STATION RECOVERY (1986) EY3326 EY3326'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3326'RECOVERED AS DESCRIBED. MARK IS ALSO 53.4 FT (16.3 M) NORTHEAST OF EY3326'THE NORTHWEST SUPPORT POLE OF AN OPEN SHELTER. EY3326 EY3326 STATION RECOVERY (1994) EY3326 EY3326'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY3326'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS EY3326'RECESSED 6 INCHES BELOW THE GROUND. LOCATED 260 FT (79.2 M) +/- NORTH EY3326'OF THE CENTERLINE OF US 64, 114.1 FT (34.8 M) NORTH OF THE NORTHWEST EY3326'LEG OF LOOKOUT TOWER--AND 46.0 FT (14.0 M) WEST OF AN 18-INCH PINE, EY3326'43.8 FT (13.4 M) NORTH OF THE NORTHEAST CORNER POST OF THE EQUIPMENT EY3326'SHELTER--BOTH WITH REFERENCE TAGS. EY3326'TWO PINE TREES AND THE METAL WITNESS POST ARE APPARENTLY GONE. EY3326'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EY3326'CORRECTIONS. LOCATED 144.7 FT (44.1 M) NORTH OF THE CENTERLINE OF US EY3326'64, AND 115.7 FT (35.3 M) EAST-SOUTHEAST OF A CHAIN-LINK FENCE, AND IS EY3326'NO LONGER VISIBLE TO THE STATION DUE TO ADDITION OF OFFICE BUILDING. EY3326'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EY3326'CORRECTIONS. LOCATED 101.6 FT (31.0 M) SOUTH OF THE NORTHEAST FENCE EY3326'CORNER POST, AND 35.0 FT (10.7 M) NORTHWEST OF A 12-INCH PINE WITH EY3326'REFERENCE TAG. METAL WITNESS IS GONE. EY3326'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EY3326'CORRECTIONS. MARK IS FLUSH WITH THE GROUND. LOCATED 26.8 FT (8.2 M) EY3326'SOUTHWEST OF THE CENTERLINE OF US 64, 3.5 FT (1.1 M) NORTHWEST OF A EY3326'METAL WITNESS POST--AND 53.0 FT (16.2 M) EAST-SOUTHEAST OF A GUY POLE EY3326', 22.0 FT (6.7 M) NORTHEAST OF A 9-INCH PINE, 24.5 FT (7.5 M) EY3326'NORTHEAST OF A 13-INCH PINE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5458 *********************************************************************** EY5458 DESIGNATION - SCUPPERNONG RM 1 EY5458 PID - EY5458 EY5458 STATE/COUNTY- NC/WASHINGTON EY5458 USGS QUAD - LEONARDS POINT (1974) EY5458 EY5458 *CURRENT SURVEY CONTROL EY5458 ___________________________________________________________________ EY5458* NAD 83(1986)- 35 55 00. (N) 076 28 15. (W) SCALED EY5458* NAVD 88 - 3.121 (meters) 10.24 (feet) ADJUSTED EY5458 ___________________________________________________________________ EY5458 GEOID HEIGHT- -37.14 (meters) GEOID99 EY5458 DYNAMIC HT - 3.118 (meters) 10.23 (feet) COMP EY5458 MODELED GRAV- 979,810.9 (mgal) NAVD 88 EY5458 EY5458 VERT ORDER - SECOND CLASS II EY5458 EY5458.The horizontal coordinates were scaled from a topographic map and have EY5458.an estimated accuracy of +/- 6 seconds. EY5458 EY5458.The orthometric height was determined by differential leveling EY5458.and adjusted by the National Geodetic Survey in May 2000. EY5458 EY5458.The geoid height was determined by GEOID99. EY5458 EY5458.The dynamic height is computed by dividing the NAVD 88 EY5458.geopotential number by the normal gravity value computed on the EY5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5458.degrees latitude (g = 980.6199 gals.). EY5458 EY5458.The modeled gravity was interpolated from observed gravity values. EY5458 EY5458; North East Units Estimated Accuracy EY5458;SPC NC - 243,260. 837,840. MT (+/- 180 meters Scaled) EY5458 EY5458 SUPERSEDED SURVEY CONTROL EY5458 EY5458.No superseded survey control is available for this station. EY5458 EY5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE672757(NAD 83) EY5458_MARKER: DR = REFERENCE MARK DISK EY5458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5458_STAMPING: SCUPPERNONG NO 1 1954 EY5458_MARK LOGO: CGS EY5458_MAGNETIC: N = NO MAGNETIC MATERIAL EY5458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY5458+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1994 EY5458 EY5458 HISTORY - Date Condition Report By EY5458 HISTORY - 1954 MONUMENTED CGS EY5458 HISTORY - 19860101 GOOD NCGS EY5458 HISTORY - 19940208 GOOD NCGS EY5458 EY5458 STATION DESCRIPTION EY5458 EY5458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5458'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHWEST OF CRESWELL, AND EY5458'14.5 KM (9.00 MI) EAST-SOUTHEAST OF ROPER. ALONG US 64 FOR 4.35 KM EY5458'(2.70 MI) SOUTHEAST FROM NC 32, IN THE COMMUNITY OF SKINNERSVILLE, AND EY5458'AT THE SCUPPERNONG LOOKOUT TOWER. MARK IS ABOUT LEVEL WITH HIGHWAY AND EY5458'RECESSED 1 INCH BELOW GROUND. LOCATED 44.3 M (145.3 FT) NORTHEAST OF EY5458'THE CENTERLINE OF US 64, 8.2 M (26.9 FT) EAST OF THE NORTHEAST LEG OF EY5458'THE LOOKOUT TOWER, 7.0 M (23.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST EY5458'CORNER OF A SMALL WOOD BUILDING, 7.4 M (24.3 FT) SOUTH-SOUTHEAST OF EY5458'THE SOUTHWEST CORNER OF A SMALL WOOD BUILDING, 8.2 M (26.9 FT) EAST OF EY5458'THE NORTHEAST LEG OF THE LOOKOUT TOWER, AND 35.4 M (116.1 FT) EY5458'EAST-SOUTHEAST OF A FENCE. EY5458 EY5458 STATION RECOVERY (1994) EY5458 EY5458'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5458'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. LOCATED EY5458'144.7 FT (44.1 M) NORTH OF THE CENTERLINE OF US 64, AND 115.7 FT (35.3 EY5458'M) EAST-SOUTHEAST OF CHAIN-LINK FENCE. MARK IS NO LONGER VISIBLE TO EY5458'THE STATION DUE TO ADDITION TO THE OFFICE BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EY5459 *********************************************************************** EY5459 DESIGNATION - SCUPPERNONG RM 2 EY5459 PID - EY5459 EY5459 STATE/COUNTY- NC/WASHINGTON EY5459 USGS QUAD - LEONARDS POINT (1974) EY5459 EY5459 *CURRENT SURVEY CONTROL EY5459 ___________________________________________________________________ EY5459* NAD 83(1986)- 35 55 00. (N) 076 28 15. (W) SCALED EY5459* NAVD 88 - 3.282 (meters) 10.77 (feet) ADJUSTED EY5459 ___________________________________________________________________ EY5459 GEOID HEIGHT- -37.14 (meters) GEOID99 EY5459 DYNAMIC HT - 3.279 (meters) 10.76 (feet) COMP EY5459 MODELED GRAV- 979,810.9 (mgal) NAVD 88 EY5459 EY5459 VERT ORDER - SECOND CLASS II EY5459 EY5459.The horizontal coordinates were scaled from a topographic map and have EY5459.an estimated accuracy of +/- 6 seconds. EY5459 EY5459.The orthometric height was determined by differential leveling EY5459.and adjusted by the National Geodetic Survey in May 2000. EY5459 EY5459.The geoid height was determined by GEOID99. EY5459 EY5459.The dynamic height is computed by dividing the NAVD 88 EY5459.geopotential number by the normal gravity value computed on the EY5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5459.degrees latitude (g = 980.6199 gals.). EY5459 EY5459.The modeled gravity was interpolated from observed gravity values. EY5459 EY5459; North East Units Estimated Accuracy EY5459;SPC NC - 243,260. 837,840. MT (+/- 180 meters Scaled) EY5459 EY5459 SUPERSEDED SURVEY CONTROL EY5459 EY5459.No superseded survey control is available for this station. EY5459 EY5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE672757(NAD 83) EY5459_MARKER: DR = REFERENCE MARK DISK EY5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5459_STAMPING: SCUPPERNONG NO 2 1954 EY5459_MARK LOGO: CGS EY5459_MAGNETIC: N = NO MAGNETIC MATERIAL EY5459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY5459+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1994 EY5459 EY5459 HISTORY - Date Condition Report By EY5459 HISTORY - 1954 MONUMENTED CGS EY5459 HISTORY - 19860101 GOOD NCGS EY5459 HISTORY - 19940208 GOOD NCGS EY5459 EY5459 STATION DESCRIPTION EY5459 EY5459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY5459'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHWEST OF CRESWELL, AND EY5459'14.5 KM (9.00 MI) EAST-SOUTHEAST OF ROPER. ALONG US 64 FOR 4.35 KM EY5459'(2.70 MI) SOUTHEAST FROM NC 32, IN SKINNERSVILLE, ON THE FENCE LINE OF EY5459'AN 8-FOOT CHAIN LINK FENCE. MARK IS ABOUT LEVEL WITH HIGHWAY AND EY5459'PROJECTS 10 INCHES ABOVE GROUND. LOCATED 31.0 M (101.7 FT) SOUTHWEST EY5459'OF THE NORTHEAST CORNER FENCE POST, AND 6.1 M (20.0 FT) WEST-NORTHWEST EY5459'OF A 10-INCH PINE WITH A REFERENCE TAG. EY5459 EY5459 STATION RECOVERY (1994) EY5459 EY5459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY5459'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS EY5459'101.6 FT (31.0 M) SOUTH OF THE NORTHEAST FENCE CORNER POST, AND 35.0 EY5459'FT (10.7 M) NORTHWEST OF A 12-INCH PINE WITH REFERENCE TAG. METAL EY5459'WITNESS POST NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AF8958 *********************************************************************** AF8958 DESIGNATION - T 245 RESET AF8958 PID - AF8958 AF8958 STATE/COUNTY- NC/WASHINGTON AF8958 USGS QUAD - COLUMBIA WEST (1974) AF8958 AF8958 *CURRENT SURVEY CONTROL AF8958 ___________________________________________________________________ AF8958* NAD 83(1986)- 35 53 00.26273(N) 076 22 11.12209(W) ADJUSTED AF8958* NAVD 88 - 2.07 (meters) 6.8 (feet) LEVELING AF8958 ___________________________________________________________________ AF8958 LAPLACE CORR- -5.59 (seconds) DEFLEC99 AF8958 GEOID HEIGHT- -37.48 (meters) GEOID99 AF8958 AF8958 HORZ ORDER - SECOND AF8958 VERT ORDER - THIRD ? AF8958 AF8958.The North Carolina/South Carolina HARNS have been completed but, AF8958.due to contractual restrictions, coordinates for these stations AF8958.will NOT be published in the near future. In the interim, the AF8958.published coordinates in North and South Carolina will not be AF8958.consistent with the Continuously Operating Reference Stations AF8958.(CORS). The HARN coordinates for these stations are available AF8958.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8958.Lapine(803-896-7700). AF8958. AF8958.In addition, the published North and South Carolina positions AF8958.(NAD 83 (1986)) are NOT consistent with those determined in AF8958.adjacent state readjustments. The discontinuity between stations AF8958.located in North or South Carolina and those in adjacent states AF8958.which have been adjusted to the HARN may be as much as 5 AF8958.decimeters. This will result in a significant loss of accuracy AF8958.over lines crossing such state borders. AF8958 AF8958 AF8958.The horizontal coordinates were established by classical geodetic methods AF8958.and adjusted by the National Geodetic Survey in July 1998. AF8958 AF8958.The orthometric height was determined by differential leveling. AF8958.The vertical network tie was performed by a horz. field party for horz. AF8958.obs reductions. Reset procedures were used to establish the elevation. AF8958 AF8958.The Laplace correction was computed from DEFLEC99 derived deflections. AF8958 AF8958.The geoid height was determined by GEOID99. AF8958 AF8958; North East Units Scale Converg. AF8958;SPC NC - 239,810.429 847,058.657 MT 0.99993324 +1 31 05.2 AF8958;UTM 18 - 3,971,882.980 376,361.954 MT 0.99978836 -0 48 10.7 AF8958 AF8958 SUPERSEDED SURVEY CONTROL AF8958 AF8958.No superseded survey control is available for this station. AF8958 AF8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7636271883(NAD 83) AF8958_MARKER: DB = BENCH MARK DISK AF8958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8958_STAMPING: T 245 RESET 1992 AF8958_MARK LOGO: NGS AF8958_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8958+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994 AF8958 AF8958 HISTORY - Date Condition Report By AF8958 HISTORY - 1992 MONUMENTED NCGS AF8958 HISTORY - 19920101 GOOD NCGS AF8958 HISTORY - 19940209 GOOD NCGS AF8958 AF8958 STATION DESCRIPTION AF8958 AF8958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AF8958'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF COLUMBIA AND 2 AF8958'MI (3.2 KM) NORTHEAST OF CRESWELL, AT THE COUNTY LINE.$ALONG US 64 FOR AF8958'7.2 MI (11.6 KM) WEST FROM THE TYRRELL COURTHOUSE IN COLUMBIA, AT THE AF8958'WASHINGTON COUNTY LINE, IN THE SIDE YARD OF A SMALL FRAME AF8958'RESIDENCE.$MARK IS FLUSH WITH GROUND AND ABOUT 2-FEET LOWER THAN US AF8958'64. LOCATED 67.9 FT (20.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF US AF8958'64, 81.9 FT (25.0 M) WEST OF A FIRE HYDRANT, 83.5 FT (25.5 M) AF8958'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 30.5 FT (9.3 AF8958'M) NORTH OF A TELEPHONE PEDESTAL (38N), 60.0 FT (18.3 M) AF8958'WEST-NORTHWEST OF A TELEPHONE POLE (39) WITH A REFERENCE TAG, AND 54.4 AF8958'FT (16.6 M) NORTH OF THE ORIGINAL BENCH MARK--T 245--STEM. AF8958 AF8958 STATION RECOVERY (1992) AF8958 AF8958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AF8958'STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF COLUMBIA AND 2 MI AF8958'(3.2 KM) NORTHEAST OF CRESWELL. ALONG US 64 FOR 7.2 MI (11.6 KM) WEST AF8958'FROM THE TYRRELL COUNTY COURTHOUSE (IN COLUMBIA), AT THE WASHINGTON AF8958'COUNTY LINE, IN THE SIDE YARD OF A SMALL FRAME RESIDENCE. MARK IS AF8958'FLUSH WITH GROUND AND LOWER THAN US 64. LOCATED 67.9 FT (20.7 M) AF8958'NORTH-NORTHWEST OF THE CENTERLINE OF US 64, 81.9 FT (25.0 M) WEST OF A AF8958'FIRE HYDRANT, 83.5 FT (25.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A AF8958'SMALL FRAME HOUSE, 30.5 FT (9.3 M) NORTH OF A TELEPHONE PEDESTAL AF8958'(38N), 60.0 FT (18.3 M) WEST-NORTHWEST OF A TELEPHONE POLE (39) WITH A AF8958'REFERENCE TAG. AF8958 AF8958 STATION RECOVERY (1994) AF8958 AF8958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) AF8958'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF COLUMBIA AND AF8958'2.0 MI (3.2 KM) NORTHEAST OF CRESWELL. AF8958'ALONG US 64 FOR 7.2 MI (11.6 KM) WEST FROM THE TYRRELL COUNTY AF8958'COURTHOUSE (IN COLUMBIA), AT THE WASHINGTON COUNTY LINE, IN THE SIDE AF8958'YARD OF A SMALL FRAME RESIDENCE. AF8958'MARK IS ABOUT 2-FEET LOWER THAN US 64 AND IS FLUSH WITH THE GROUND. AF8958'LOCATED 67.9 FT (20.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY, AF8958'81.9 FT (25.0 M) WEST OF A FIRE HYDRANT, 83.5 FT (25.5 M) SOUTHWEST OF AF8958'THE SOUTHWEST CORNER OF THE FRAME HOUSE, 30.5 FT (9.3 M) NORTH OF AF8958'TELEPHONE PEDESTAL (38N), AND 60.0 FT (18.3 M) WEST-NORTHWEST OF AF8958'TELEPHONE POLE (39) WITH REFERENCE TAG. MARK IS 173.23 FT (52.80 M) AF8958'NORTHEAST OF CGS STATION--CRESWELL 1954 1960--, AND 54.4 FT (16.6 M) AF8958'NORTH OF CGS BENCH MARK--T 245--DRILL HOLE IN HEADWALL (T 245 DISK WAS AF8958'RETRIEVED BY NCGS FIELD CREW). THE HEADWALL IS SCHEDULED FOR REPLACING AF8958'BY HIGHWAY DEPT.