1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI2162 *********************************************************************** AI2162 SACS - This is a Secondary Airport Control Station. AI2162 DESIGNATION - LBT A AI2162 PID - AI2162 AI2162 STATE/COUNTY- NC/ROBESON AI2162 USGS QUAD - SOUTHWEST LUMBERTON (1982) AI2162 AI2162 *CURRENT SURVEY CONTROL AI2162 ___________________________________________________________________ AI2162* NAD 83(2001)- 34 36 31.77017(N) 079 03 16.10199(W) ADJUSTED AI2162* NAVD 88 - 36.538 (meters) 119.88 (feet) ADJUSTED AI2162 ___________________________________________________________________ AI2162 X - 997,834.192 (meters) COMP AI2162 Y - -5,159,596.565 (meters) COMP AI2162 Z - 3,602,236.042 (meters) COMP AI2162 LAPLACE CORR- -5.65 (seconds) DEFLEC99 AI2162 ELLIP HEIGHT- 2.75 (meters) (02/10/03) GPS OBS AI2162 GEOID HEIGHT- -33.80 (meters) GEOID99 AI2162 DYNAMIC HT - 36.503 (meters) 119.76 (feet) COMP AI2162 MODELED GRAV- 979,665.5 (mgal) NAVD 88 AI2162 AI2162 HORZ ORDER - FIRST AI2162 VERT ORDER - SECOND CLASS II AI2162 ELLP ORDER - FOURTH CLASS II AI2162 AI2162.This mark is at Lumberton Airport (LBT) AI2162 AI2162.The North Carolina/South Carolina HARNS have been completed but, AI2162.due to contractual restrictions, coordinates for these stations AI2162.will NOT be published in the near future. In the interim, the AI2162.published coordinates in North and South Carolina will not be AI2162.consistent with the Continuously Operating Reference Stations AI2162.(CORS). The HARN coordinates for these stations are available AI2162.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2162.Lapine(803-896-7700). AI2162. AI2162.In addition, the published North and South Carolina positions AI2162.(NAD 83 (1986)) are NOT consistent with those determined in AI2162.adjacent state readjustments. The discontinuity between stations AI2162.located in North or South Carolina and those in adjacent states AI2162.which have been adjusted to the HARN may be as much as 5 AI2162.decimeters. This will result in a significant loss of accuracy AI2162.over lines crossing such state borders. AI2162 AI2162 AI2162.The horizontal coordinates were established by GPS observations AI2162.and adjusted by the National Geodetic Survey in February 2003. AI2162.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI2162.DATUM ITEM on the data sheet items page. AI2162 AI2162.The orthometric height was determined by differential leveling AI2162.and adjusted by the National Geodetic Survey in August 2000. AI2162.No vertical observational check was made to the station. AI2162 AI2162.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2162 AI2162.The Laplace correction was computed from DEFLEC99 derived deflections. AI2162 AI2162.The ellipsoidal height was determined by GPS observations AI2162.and is referenced to NAD 83. AI2162 AI2162.The geoid height was determined by GEOID99. AI2162 AI2162.The dynamic height is computed by dividing the NAVD 88 AI2162.geopotential number by the normal gravity value computed on the AI2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI2162.degrees latitude (g = 980.6199 gals.). AI2162 AI2162.The modeled gravity was interpolated from observed gravity values. AI2162 AI2162; North East Units Scale Converg. AI2162;SPC NC - 95,272.363 604,605.276 MT 0.99993510 -0 01 53.2 AI2162;UTM 17 - 3,831,385.206 678,385.568 MT 0.99999223 +1 06 19.1 AI2162 AI2162 SUPERSEDED SURVEY CONTROL AI2162 AI2162 NAD 83(1995)- 34 36 31.77030(N) 079 03 16.10190(W) AD( ) 1 AI2162 ELLIP HT - 2.74 (m) (12/23/99) GP( ) 4 2 AI2162 AI2162.Superseded values are not recommended for survey control. AI2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2162.See file dsdata.txt to determine how the superseded data were derived. AI2162 AI2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7838631385(NAD 83) AI2162_MARKER: DH = HORIZONTAL CONTROL DISK AI2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2162_STAMPING: LBT A 1997 AI2162_MARK LOGO: NCGS AI2162_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2162+STABILITY: SURFACE MOTION AI2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2162+SATELLITE: SATELLITE OBSERVATIONS - 1997 AI2162 AI2162 HISTORY - Date Condition Report By AI2162 HISTORY - 1997 MONUMENTED NCGS AI2162 AI2162 STATION DESCRIPTION AI2162 AI2162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AI2162'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) WEST-SOUTHWEST OF LUMBERTON AI2162'AND 8.5 MI (13.7 KM) NORTH-NORTHEAST OF FAIRMONT. STATION IS AT THE AI2162'LUMBERTON MUNICIPAL AIRPORT. MARK IS ABOUT LEVEL WITH TAXIWAY AND AI2162'FLUSH WITH THE GOUND. LOCATED 272.0 FT (82.9 M) NORTHEAST OF THE AI2162'CENTERLINE OF RUNWAY 31, 52.5 FT (16.0 M) SOUTHWEST OF THE CENTERLINE AI2162'OF TAXIWAY, 222.9 FT (67.9 M) SOUTHEAST OF STORM DRAIN BETWEEN RUNWAY AI2162'AND TAXIWAY, 190.4 FT (58.0 M) WEST OF A BOX CULVERT IN FIELD, 141.9 AI2162'FT (43.3 M) NORTHWEST OF STORM DRAIN BETWEEN RUNWAY AND TAXIWAY, AND AI2162'95.0 FT (29.0 M) SOUTHWEST OF A WITNESS POST. THIS STATION IS AI2162'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB3095 *********************************************************************** EB3095 CBN - This is a Cooperative Base Network Control Station. EB3095 PACS - This is a Primary Airport Control Station. EB3095 DESIGNATION - LUMBERPORT EB3095 PID - EB3095 EB3095 STATE/COUNTY- NC/ROBESON EB3095 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3095 EB3095 *CURRENT SURVEY CONTROL EB3095 ___________________________________________________________________ EB3095* NAD 83(2001)- 34 36 44.19076(N) 079 03 39.69726(W) ADJUSTED EB3095* NAVD 88 - 37.071 (meters) 121.62 (feet) ADJUSTED EB3095 ___________________________________________________________________ EB3095 X - 997,202.797 (meters) COMP EB3095 Y - -5,159,497.686 (meters) COMP EB3095 Z - 3,602,551.366 (meters) COMP EB3095 LAPLACE CORR- -5.72 (seconds) DEFLEC99 EB3095 ELLIP HEIGHT- 3.31 (meters) (01/30/03) GPS OBS EB3095 GEOID HEIGHT- -33.77 (meters) GEOID99 EB3095 DYNAMIC HT - 37.035 (meters) 121.51 (feet) COMP EB3095 MODELED GRAV- 979,666.8 (mgal) NAVD 88 EB3095 EB3095 HORZ ORDER - B EB3095 VERT ORDER - SECOND CLASS II EB3095 ELLP ORDER - FOURTH CLASS II EB3095 EB3095.This mark is at Lumberton Airport (LBT) EB3095 EB3095.The North Carolina/South Carolina HARNS have been completed but, EB3095.due to contractual restrictions, coordinates for these stations EB3095.will NOT be published in the near future. In the interim, the EB3095.published coordinates in North and South Carolina will not be EB3095.consistent with the Continuously Operating Reference Stations EB3095.(CORS). The HARN coordinates for these stations are available EB3095.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3095.Lapine(803-896-7700). EB3095. EB3095.In addition, the published North and South Carolina positions EB3095.(NAD 83 (1986)) are NOT consistent with those determined in EB3095.adjacent state readjustments. The discontinuity between stations EB3095.located in North or South Carolina and those in adjacent states EB3095.which have been adjusted to the HARN may be as much as 5 EB3095.decimeters. This will result in a significant loss of accuracy EB3095.over lines crossing such state borders. EB3095 EB3095 EB3095.The horizontal coordinates were established by GPS observations EB3095.and adjusted by the National Geodetic Survey in January 2003. EB3095.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EB3095.DATUM ITEM on the data sheet items page. EB3095 EB3095.The orthometric height was determined by differential leveling EB3095.and adjusted by the National Geodetic Survey in October 1999. EB3095.No vertical observational check was made to the station. EB3095 EB3095.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB3095 EB3095.The Laplace correction was computed from DEFLEC99 derived deflections. EB3095 EB3095.The ellipsoidal height was determined by GPS observations EB3095.and is referenced to NAD 83. EB3095 EB3095.The geoid height was determined by GEOID99. EB3095 EB3095.The dynamic height is computed by dividing the NAVD 88 EB3095.geopotential number by the normal gravity value computed on the EB3095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3095.degrees latitude (g = 980.6199 gals.). EB3095 EB3095.The modeled gravity was interpolated from observed gravity values. EB3095 EB3095; North East Units Scale Converg. EB3095;SPC NC - 95,655.427 604,004.392 MT 0.99993443 -0 02 06.8 EB3095;UTM 17 - 3,831,756.293 677,777.168 MT 0.99998956 +1 06 06.0 EB3095 EB3095: Primary Azimuth Mark Grid Az EB3095:SPC NC - LUMBERPORT AZ MK 211 59 38.6 EB3095:UTM 17 - LUMBERPORT AZ MK 210 51 25.8 EB3095 EB3095|---------------------------------------------------------------------| EB3095| PID Reference Object Distance Geod. Az | EB3095| dddmmss.s | EB3095| EB3096 LUMBERPORT AZ MK APPROX. 0.8 KM 2115731.8 | EB3095|---------------------------------------------------------------------| EB3095 EB3095 SUPERSEDED SURVEY CONTROL EB3095 EB3095 NAD 83(1995)- 34 36 44.19089(N) 079 03 39.69717(W) AD( ) B EB3095 ELLIP HT - 3.30 (m) (09/11/96) GP( ) 4 1 EB3095 NAD 83(1986)- 34 36 44.19660(N) 079 03 39.70480(W) AD( ) 1 EB3095 NAD 27 - 34 36 43.60841(N) 079 03 40.59959(W) AD( ) 3 EB3095 NGVD 29 - 37.0 (m) 121. (f) GPS OBS EB3095 EB3095.Superseded values are not recommended for survey control. EB3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3095.See file dsdata.txt to determine how the superseded data were derived. EB3095 EB3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7777731756(NAD 83) EB3095_MARKER: DH = HORIZONTAL CONTROL DISK EB3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3095_STAMPING: LUMBERPORT EB3095_MARK LOGO: NGS EB3095_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3095+STABILITY: SURFACE MOTION EB3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3095+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999 EB3095 EB3095 HISTORY - Date Condition Report By EB3095 HISTORY - 1986 MONUMENTED NGS EB3095 HISTORY - 19890606 GOOD NCGS EB3095 HISTORY - 19950208 GOOD NGS EB3095 HISTORY - 19970426 GOOD USPSQD EB3095 HISTORY - 19990130 GOOD NGS EB3095 HISTORY - 19990414 GOOD NCGS EB3095 EB3095 STATION DESCRIPTION EB3095 EB3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB3095'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EB3095'SOUTHWEST OF LUMBERTON, ON THE LUMBERTON MUNICIPAL AIRPORT AND NEAR EB3095'THE WINDSOCK. EB3095'OWNERSHIP--CITY OF LUMBERTON, MR. JOHN PRICE - AIRPORT MANAGER, EB3095'AIRPORT BUILDING, LUMBERTON NC 28358, PHONE 919-739-6480. EB3095' EB3095'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95, EB3095'STATE HIGHWAYS 72 AND 711 (EXIT 17) ON THE SOUTH SIDE OF LUMBERTON, EB3095'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) TO A TRAFFIC LIGHT. EB3095'TURN RIGHT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON WEST 5TH STREET TO EB3095'AIRPORT BLVD ON THE LEFT. EB3095'TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON AIRPORT BLVD TO THE EB3095'TERMINAL BUILDING AND PARKING AREA. TURN LEFT ON A DIRT ROAD, PASS EB3095'THRU A GATE AND GO SOUTH-SOUTHWEST FOR 0.2 KM (0.15 MI) ACROSS THE EB3095'APRON AND TAXIWAY TO THE STATION IN A GRASSY AREA NEAR THE WINDSOCK. EB3095' EB3095'THE STATION IS A STANDARD NGS DISK EB3095'STAMPED---LUMBERPORT 1986---, EB3095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3095'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3095'124.36 METERS (408.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A EB3095'TAXIWAY, EB3095'50.75 METERS (166.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF EB3095'RUNWAY 13 AND EB3095'17.47 METERS (57.3 FT) SOUTH-SOUTHWEST FROM THE WINDSOCK. EB3095'THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3095'STAMPED---LUMBERPORT 1986---, EB3095'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EB3095' EB3095'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EB3095'STAMPED---LUMBERPORT 1986---, EB3095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3095'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3095'49.59 METERS (162.7 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF EB3095'RUNWAY 5, EB3095'49.99 METERS (164.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF EB3095'THE TAXIWAY AND EB3095'12.71 METERS (41.7 FT) WEST FROM THE NORTHWEST ONE OF TWO VASI EB3095'LIGHTS. EB3095'TO REACH THE AZIMUTH FROM THE STATION, EB3095'GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON THE TAXIWAY TO THE MARK ON THE EB3095'LEFT, NEAR THE FIRST SET OF VASI LIGHTS. EB3095'THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3095'STAMPED---LUMBERPORT 1986---, EB3095'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EB3095' EB3095'NO REFERENCE MARKS WERE SET AT THIS TIME. EB3095' EB3095'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB3095'MARCH 1986. EB3095' EB3095'THIS STATION SUITABLE FOR GPS SURVEYS. EB3095' EB3095'DESCRIBED BY K.R. WALLACE. EB3095 EB3095 STATION RECOVERY (1989) EB3095 EB3095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3095'STATION IS LOCATED AT THE LUMBERTON MUNICIPAL AIRPORT. PROCEED ALONG EB3095'SR 2499 (WEST FIFTH STREET) FOR 1.1 KM (0.70 MI) SOUTHWEST FROM EB3095'JUNCTION WITH NC 72 (ON THE SOUTHEAST SIDE OF THE I-95, NC 72-711 EB3095'INTERCHANGE-EXIT 17), THENCE SOUTHEAST ALONG THE AIRPORT BOULEVARD FOR EB3095'0.5 KM (0.30 MI) TO THE AIRPORT ADMINISTRATION BUILDING, AND STATION EB3095'ABOUT 185 M (607.0 FT) SOUTHWEST, ON SOUTHWEST SIDE OF THE WIND SOCK. EB3095'MARK IS LEVEL WITH RUNWAY AND FLUSH WITH GROUND. LOCATED 50.7 M EB3095'(166.3 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 13, 124.4 M (408.1 EB3095'FT) NORTHWEST OF THE CENTERLINE OF A TAXIWAY, 17.5 M (57.4 FT) EB3095'SOUTHWEST OF THE WIND SOCK, AND 1.5 M (4.9 FT) SOUTHWEST OF A CIRCULAR EB3095'LINE OF 4-FOOT BY 10-FOOT CONCRETE PADS. EB3095 EB3095 STATION RECOVERY (1995) EB3095 EB3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JGG) EB3095'RECOVERED BY NCGS IN 1995. STATION MARK AND AZIMUTH MARK NO. 1 WERE EB3095'FOUND IN GOOD CONDITION. STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EB3095'SOUTHWEST OF LUMBERTON, ON THE LUMBERTON MUNICIPAL AIRPORT AND NEAR EB3095'THE WINDSOCK. OWNERSHIP--CITY OF LUMBERTON, MR. LARRY W. SCANTLIN - EB3095'AIRPORT MANAGER, AIRPORT BUILDING, LUMBERTON NC 28358, PHONE EB3095'910-739-6480, FAX 910-739-6258. PROCEED ALONG NC 72 FOR 0.1 MI (0.2 EB3095'KM) EAST FROM THE JUNCTION OF I-95, NC 72 AND 711 (EXIT 17) ON THE EB3095'SOUTH SIDE OF LUMBERTON, THENCE ALONG WEST 5TH STREET FOR 0.8 MI (1.3 EB3095'KM) SOUTH, THENCE ALONG AIRPORT BLVD FOR 0.3 MI (0.5 KM) EAST TO THE EB3095'TERMINAL BUILDING AND PARKING AREA, THENCE ALONG ROAD LEADING TO GATE EB3095'0.05 MI (0.08 KM) NORTH PASSING THRU GATE, THENCE FOR 0.15 MI (0.24 EB3095'KM) SOUTH-SOUTHWEST ACROSS THE APRON AND TAXIWAY TO THE STATION IN A EB3095'GRASSY AREA NEAR THE WINDSOCK. MARK IS LEVEL WITH THE RUNWAY AND FLUSH EB3095'WITH THE GROUND. LOCATED 166.3 NORTHEAST OF THE CENTERLINE OF RUNWAY EB3095'13, 408.1 FT (124.4 M) NORTHWEST OF THE CENTERLINE OF A TAXIWAY, 57.4 EB3095'FT (17.5 M) SOUTHWEST OF THE WINDSOCK, 4.9 FT (1.5 M) SOUTHWEST OF A EB3095'CIRCULAR LINE OF 4-FOOT BY 10-FOOT CONCRETE PADS, AND 98.0 FT (29.9 M) EB3095'NORTHEAST OF THE NORTHEAST EDGE OF PAVEMENT OF RUNWAY 13. AZIMUTH MARK EB3095'NO. 1, STAMPED---LUMBERPORT 1986---IS SET IN A CONCRETE CYLINDER FLUSH EB3095'WITH THE GROUND. LOCATED 162.7 FT (49.6 M) NORTHWEST OF THE EB3095'CENTERLINE OF RUNWAY 5, 164.0 FT (50.0 M) SOUTHEAST OF THE CENTERLINE EB3095'OF THE TAXIWAY, 41.7 FT (12.7 M) WEST OF THE NORTHWEST ONE OF TWO VASI EB3095'LIGHTS AND 289.7 FT (88.3 M) SOUTHWEST OF THE WINDSOCK. TO REACH THE EB3095'AZIMUTH PROCEED ALONG THE TAXIWAY FOR 0.5 MI (0.8 KM) SOUTHWEST FROM EB3095'THE STATION, BETWEEN THE TAXIWAY AND RUNWAY 5 NEAR THE FIRST SET OF EB3095'VASI LIGHTS. THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3095'STAMPED---LUMBERPORT 1986---, SET INTO AN IRREGULAR MASS OF CONCRETE EB3095'1.0 METER (3.3 FT) BELOW GROUND. EB3095 EB3095 STATION RECOVERY (1997) EB3095 EB3095'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3095'RECOVERED IN GOOD CONDITION. EB3095 EB3095 STATION RECOVERY (1999) EB3095 EB3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL) EB3095'RECOVERED AS DESCRIBED. EB3095 EB3095 STATION RECOVERY (1999) EB3095 EB3095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB3095'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY EB3095'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB3096 *********************************************************************** EB3096 SACS - This is a Secondary Airport Control Station. EB3096 DESIGNATION - LUMBERPORT AZ MK EB3096 PID - EB3096 EB3096 STATE/COUNTY- NC/ROBESON EB3096 USGS QUAD - SOUTHWEST LUMBERTON (1982) EB3096 EB3096 *CURRENT SURVEY CONTROL EB3096 ___________________________________________________________________ EB3096* NAD 83(2001)- 34 36 23.30086(N) 079 03 55.46392(W) ADJUSTED EB3096* NAVD 88 - 37.151 (meters) 121.89 (feet) ADJUSTED EB3096 ___________________________________________________________________ EB3096 X - 996,877.775 (meters) COMP EB3096 Y - -5,159,932.949 (meters) COMP EB3096 Z - 3,602,021.608 (meters) COMP EB3096 LAPLACE CORR- -5.74 (seconds) DEFLEC99 EB3096 ELLIP HEIGHT- 3.40 (meters) (02/10/03) GPS OBS EB3096 GEOID HEIGHT- -33.76 (meters) GEOID99 EB3096 DYNAMIC HT - 37.115 (meters) 121.77 (feet) COMP EB3096 MODELED GRAV- 979,666.8 (mgal) NAVD 88 EB3096 EB3096 HORZ ORDER - FIRST EB3096 VERT ORDER - SECOND CLASS II EB3096 ELLP ORDER - FOURTH CLASS II EB3096 EB3096.This mark is at Lumberton Airport (LBT) EB3096 EB3096.The North Carolina/South Carolina HARNS have been completed but, EB3096.due to contractual restrictions, coordinates for these stations EB3096.will NOT be published in the near future. In the interim, the EB3096.published coordinates in North and South Carolina will not be EB3096.consistent with the Continuously Operating Reference Stations EB3096.(CORS). The HARN coordinates for these stations are available EB3096.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3096.Lapine(803-896-7700). EB3096. EB3096.In addition, the published North and South Carolina positions EB3096.(NAD 83 (1986)) are NOT consistent with those determined in EB3096.adjacent state readjustments. The discontinuity between stations EB3096.located in North or South Carolina and those in adjacent states EB3096.which have been adjusted to the HARN may be as much as 5 EB3096.decimeters. This will result in a significant loss of accuracy EB3096.over lines crossing such state borders. EB3096 EB3096 EB3096.The horizontal coordinates were established by GPS observations EB3096.and adjusted by the National Geodetic Survey in February 2003. EB3096.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EB3096.DATUM ITEM on the data sheet items page. EB3096 EB3096.The orthometric height was determined by differential leveling EB3096.and adjusted by the National Geodetic Survey in October 1999. EB3096.No vertical observational check was made to the station. EB3096 EB3096.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB3096 EB3096.The Laplace correction was computed from DEFLEC99 derived deflections. EB3096 EB3096.The ellipsoidal height was determined by GPS observations EB3096.and is referenced to NAD 83. EB3096 EB3096.The geoid height was determined by GEOID99. EB3096 EB3096.The dynamic height is computed by dividing the NAVD 88 EB3096.geopotential number by the normal gravity value computed on the EB3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3096.degrees latitude (g = 980.6199 gals.). EB3096 EB3096.The modeled gravity was interpolated from observed gravity values. EB3096 EB3096; North East Units Scale Converg. EB3096;SPC NC - 95,012.005 603,602.309 MT 0.99993555 -0 02 15.9 EB3096;UTM 17 - 3,831,104.986 677,387.910 MT 0.99998786 +1 05 56.4 EB3096 EB3096: Primary Azimuth Mark Grid Az EB3096:SPC NC - LUMBERPORT 031 59 38.7 EB3096:UTM 17 - LUMBERPORT 030 51 26.4 EB3096 EB3096|---------------------------------------------------------------------| EB3096| PID Reference Object Distance Geod. Az | EB3096| dddmmss.s | EB3096| EB3095 LUMBERPORT APPROX. 0.8 KM 0315722.8 | EB3096|---------------------------------------------------------------------| EB3096 EB3096 SUPERSEDED SURVEY CONTROL EB3096 EB3096 NAD 83(1995)- 34 36 23.30099(N) 079 03 55.46383(W) AD( ) 1 EB3096 ELLIP HT - 3.38 (m) (12/23/99) GP( ) 4 2 EB3096 NAD 83(1986)- 34 36 23.30932(N) 079 03 55.46474(W) AD( ) 3 EB3096 NAD 27 - 34 36 22.72530(N) 079 03 56.35613(W) AD( ) 3 EB3096 NGVD 29 - 37.3 (m) 122. (f) GPS OBS EB3096 EB3096.Superseded values are not recommended for survey control. EB3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3096.See file dsdata.txt to determine how the superseded data were derived. EB3096 EB3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7738831105(NAD 83) EB3096_MARKER: DZ = AZIMUTH MARK DISK EB3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3096_STAMPING: LUMBERPORT 1986 EB3096_MARK LOGO: NGS EB3096_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3096+STABILITY: SURFACE MOTION EB3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3096+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999 EB3096 EB3096 HISTORY - Date Condition Report By EB3096 HISTORY - 1986 MONUMENTED NGS EB3096 HISTORY - 19890606 GOOD NCGS EB3096 HISTORY - 19970426 GOOD USPSQD EB3096 HISTORY - 19990414 GOOD NCGS EB3096 EB3096 STATION DESCRIPTION EB3096 EB3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB3096'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EB3096'SOUTHWEST OF LUMBERTON AND ON THE LUMBERTON MUNICIPAL AIRPORT. EB3096'OWNERSHIP--CITY OF LUMBERTON, MR. JOHN PRICE - AIRPORT MANAGER, EB3096'AIRPORT BUILDING, LUMBERTON NC 28358, PHONE 919-739-6480. EB3096' EB3096'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95, EB3096'STATE HIGHWAYS 72 AND 711 (EXIT 17) ON THE SOUTH SIDE OF LUMBERTON, EB3096'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) TO A TRAFFIC LIGHT. TURN EB3096'RIGHT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON WEST 5TH STREET TO AIRPORT EB3096'BLVD ON THE LEFT. EB3096'TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON AIRPORT BLVD TO THE EB3096'TERMINAL AND PARKING AREA. TURN LEFT ON A DIRT ROAD, PASS THRU EB3096'A GATE AND GO SOUTH-SOUTHWEST FOR 0.2 KM (0.15 MI) ACROSS APRON AND EB3096'TAXIWAY TO STATION LUMBERPORT IN A GRASSY AREA NEAR THE WINDSOCK. EB3096'GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON THE TAXIWAY TO THE STATION ON EB3096'THE LEFT, NEAR THE FIRST SET OF VASI LIGHTS. EB3096' EB3096'THE STATION IS A STANDARD NGS DISK EB3096'STAMPED---LUMBERPORT 1986---, EB3096'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3096'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3096'49.59 METERS (162.7 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF EB3096'RUNWAY 5, EB3096'49.99 METERS (164.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF EB3096'THE TAXIWAY AND EB3096'12.71 METERS (41.7 FT) WEST FROM THE NORTHWEST ONE OF TWO VASI EB3096'LIGHTS. EB3096'THE UNDERGROUND MARK IS A STANDARD NGS DISK EB3096'STAMPED---LUMBERPORT 1986---, EB3096'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EB3096' EB3096'NO REFERENCE MARKS WERE SET AT THIS TIME. EB3096' EB3096'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB3096'MARCH 1986. EB3096' EB3096'THIS STATION SUITABLE FOR GPS SURVEYS. EB3096' EB3096'DESCRIBED BY K.R. WALLACE. EB3096 EB3096 STATION RECOVERY (1989) EB3096 EB3096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA) EB3096'STATION IS LOCATED AT THE LUMBERTON MUNICIPAL AIRPORT. IN THE GRASS EB3096'AREA BETWEEN RUNWAY 5 AND A TAXIWAY, ABOUT 758 METERS (2486.9 FT) EB3096'SOUTHWEST OF THE STATION, ABOUT 915 METERS (3002.0 FT) SOUTHWEST OF EB3096'THE AIRPORT ADMINISTRATION BUILDING, AND ABOUT 150 METERS (492.1 FT) EB3096'NORTHEAST OF THE END OF RUNWAY 5. MARK IS LEVEL WITH RUNWAY AND FLUSH EB3096'WITH GROUND. LOCATED 49.6 M (162.7 FT) NORTHWEST OF THE CENTERLINE OF EB3096'RUNWAY 5, 50.0 M (164.0 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY, EB3096'12.7 M (41.7 FT) WEST OF THE NORTHWEST 1 OF 2 VASI LIGHTS, AND 88.30 M EB3096'(289.70 FT) SOUTHWEST OF A WIND SOCK. EB3096 EB3096 STATION RECOVERY (1997) EB3096 EB3096'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3096'RECOVERED IN GOOD CONDITION. EB3096 EB3096 STATION RECOVERY (1999) EB3096 EB3096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB3096'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY EB3096'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB3957 *********************************************************************** EB3957 CBN - This is a Cooperative Base Network Control Station. EB3957 DESIGNATION - PROSPECT EB3957 PID - EB3957 EB3957 STATE/COUNTY- NC/ROBESON EB3957 USGS QUAD - RED SPRINGS (1974) EB3957 EB3957 *CURRENT SURVEY CONTROL EB3957 ___________________________________________________________________ EB3957* NAD 83(1986)- 34 46 19.35538(N) 079 12 12.83982(W) ADJUSTED EB3957* NAVD 88 - 60.022 (meters) 196.92 (feet) ADJUSTED EB3957 ___________________________________________________________________ EB3957 LAPLACE CORR- -3.94 (seconds) DEFLEC99 EB3957 GEOID HEIGHT- -33.01 (meters) GEOID99 EB3957 DYNAMIC HT - 59.965 (meters) 196.74 (feet) COMP EB3957 MODELED GRAV- 979,700.7 (mgal) NAVD 88 EB3957 EB3957 HORZ ORDER - FIRST EB3957 VERT ORDER - SECOND CLASS II EB3957 EB3957.The North Carolina/South Carolina HARNS have been completed but, EB3957.due to contractual restrictions, coordinates for these stations EB3957.will NOT be published in the near future. In the interim, the EB3957.published coordinates in North and South Carolina will not be EB3957.consistent with the Continuously Operating Reference Stations EB3957.(CORS). The HARN coordinates for these stations are available EB3957.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3957.Lapine(803-896-7700). EB3957. EB3957.In addition, the published North and South Carolina positions EB3957.(NAD 83 (1986)) are NOT consistent with those determined in EB3957.adjacent state readjustments. The discontinuity between stations EB3957.located in North or South Carolina and those in adjacent states EB3957.which have been adjusted to the HARN may be as much as 5 EB3957.decimeters. This will result in a significant loss of accuracy EB3957.over lines crossing such state borders. EB3957 EB3957 EB3957.The horizontal coordinates were established by GPS observations EB3957.and adjusted by the National Geodetic Survey in April 1991. EB3957 EB3957.The orthometric height was determined by differential leveling EB3957.and adjusted by the National Geodetic Survey in October 1999. EB3957 EB3957.The Laplace correction was computed from DEFLEC99 derived deflections. EB3957 EB3957.The geoid height was determined by GEOID99. EB3957 EB3957.The dynamic height is computed by dividing the NAVD 88 EB3957.geopotential number by the normal gravity value computed on the EB3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3957.degrees latitude (g = 980.6199 gals.). EB3957 EB3957.The modeled gravity was interpolated from observed gravity values. EB3957 EB3957; North East Units Scale Converg. EB3957;SPC NC - 113,395.247 590,968.345 MT 0.99990741 -0 07 03.0 EB3957;UTM 17 - 3,849,234.043 664,390.331 MT 0.99993309 +1 01 29.1 EB3957 EB3957 SUPERSEDED SURVEY CONTROL EB3957 EB3957 NGVD 29 - 60.3 (m) 198. (f) VERT ANG EB3957 EB3957.Superseded values are not recommended for survey control. EB3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3957.See file dsdata.txt to determine how the superseded data were derived. EB3957 EB3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6439049234(NAD 83) EB3957_MARKER: DE = TRAVERSE STATION DISK EB3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3957_STAMPING: PROSPECT 1977 EB3957_MARK LOGO: NCGS EB3957_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3957+STABILITY: SURFACE MOTION EB3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3957+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2002 EB3957 EB3957 HISTORY - Date Condition Report By EB3957 HISTORY - 1977 MONUMENTED NCGS EB3957 HISTORY - 19890124 GOOD NCGS EB3957 HISTORY - 19950213 GOOD NCGS EB3957 HISTORY - 19970426 GOOD USPSQD EB3957 HISTORY - 20020122 GOOD NCGS EB3957 EB3957 STATION DESCRIPTION EB3957 EB3957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3957'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH-SOUTHWEST OF RED EB3957'SPRINGS AND 2.2 MILES WEST-NORTHWEST OF PHILADELPHUS. EB3957' EB3957'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72 2 MILES SOUTH EB3957'OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 1.45 MILES TO SR 1318 EB3957'CROSSROADS AND STATION IN SHOULDER ON NORTH SIDE OF INTERSECTION. EB3957' EB3957'STATION MARK IS A STANDARD DISK STAMPED---PROSPECT 1977---SET IN THE EB3957'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3957'SURFACE. THE MARK IS 25.5 FEET NORTHWEST OF CENTERLINE OF NC 710, 41.4 EB3957'FEET NORTHEAST OF CENTERLINE OF SR 1318, 49.4 FEET NORTH OF CENTERLINE EB3957'INTERSECTION, 81.2 FEET EAST OF KEEP RIGHT METAL SIGN POST, 130.1 FEET EB3957'WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND 108.3 FEET EB3957'SOUTH-SOUTHWEST OF TELEPHONE POLE PEDESTAL. EB3957 EB3957 STATION RECOVERY (1989) EB3957 EB3957'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EB3957'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF RED EB3957'SPRINGS. ALONG NC 710 FOR 1.45 MI (2.33 KM) SOUTH FROM NC 72 (ABOUT 2 EB3957'MI (3.2 KM) SOUTH OF RED SPRINGS), AT THE SR 1318 CROSSROADS, IN THE EB3957'SHOULDER ON THE NORTH SIDE OF THE INTERSECTION. MARK IS RECESSED 6 EB3957'INCHES BELOW GROUND. LOCATED 25.5 FT (7.8 M) NORTHWEST OF THE EB3957'CENTERLINE OF NC 710, 41.4 FT (12.6 M) NORTHEAST OF THE CENTERLINE OF EB3957'SR 1318, 49.4 FT (15.1 M) NORTH OF THE CENTERLINE INTERSECTION, 81.2 EB3957'FT (24.7 M) EAST OF A--KEEP RIGHT--METAL SIGN POST, AND 108.3 FT (33.0 EB3957'M) SOUTH-SOUTHWEST OF TELEPHONE POLE PEDESTAL WITH REFERENCE TAG. EB3957 EB3957 STATION RECOVERY (1995) EB3957 EB3957'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB3957'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF RED EB3957'SPRINGS AND 2.2 MI (3.5 KM) WEST-NORTHWEST OF PHILADELPHUS. ALONG NC EB3957'710 FOR 1.45 MI (2.33 KM) SOUTH OF NC 72 (2-MILES SOUTH OF RED EB3957'SPRINGS), AT SR 1318 (BUIE-PHILADELPHUS ROAD), IN SHOULDER IN EB3957'NORTHEAST QUADRANT. MARK IS RECESSED 6-INCHES BELOW GROUND. LOCATED EB3957'25.5 FT (7.8 M) NORTHWEST OF THE CENTERLINE OF NC 710, 41.4 FT (12.6 EB3957'M) NORTHEAST OF THE CENTERLINE OF SR 1318, 49.4 FT (15.1 M) NORTH OF EB3957'THE CENTERLINE INTERSECTION, AND 106.8 FT (32.6 M) SOUTH-SOUTHWEST OF EB3957'TELEPHONE PEDESTAL NUMBER R38W. EB3957 EB3957 STATION RECOVERY (1997) EB3957 EB3957'RECOVERY NOTE BY US POWER SQUADRON 1997 EB3957'RECOVERED IN GOOD CONDITION. EB3957 EB3957 STATION RECOVERY (2002) EB3957 EB3957'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) EB3957'RECOVERED AS DESCRIBED.