1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH9939 *********************************************************************** AH9939 SACS - This is a Secondary Airport Control Station. AH9939 DESIGNATION - 6A6 A AH9939 PID - AH9939 AH9939 STATE/COUNTY- NC/STANLY AH9939 USGS QUAD - NEW LONDON (1994) AH9939 AH9939 *CURRENT SURVEY CONTROL AH9939 ___________________________________________________________________ AH9939* NAD 83(2001)- 35 25 13.20178(N) 080 08 50.74329(W) ADJUSTED AH9939* NAVD 88 - 173.187 (meters) 568.20 (feet) ADJUSTED AH9939 ___________________________________________________________________ AH9939 X - 890,416.113 (meters) COMP AH9939 Y - -5,126,908.316 (meters) COMP AH9939 Z - 3,676,051.360 (meters) COMP AH9939 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AH9939 ELLIP HEIGHT- 142.90 (meters) (02/10/03) GPS OBS AH9939 GEOID HEIGHT- -30.33 (meters) GEOID99 AH9939 DYNAMIC HT - 173.034 (meters) 567.70 (feet) COMP AH9939 MODELED GRAV- 979,747.1 (mgal) NAVD 88 AH9939 AH9939 HORZ ORDER - FIRST AH9939 VERT ORDER - THIRD AH9939 ELLP ORDER - FOURTH CLASS II AH9939 AH9939.This mark is at Stanly County Airport (VUJ) AH9939 AH9939.The North Carolina/South Carolina HARNS have been completed but, AH9939.due to contractual restrictions, coordinates for these stations AH9939.will NOT be published in the near future. In the interim, the AH9939.published coordinates in North and South Carolina will not be AH9939.consistent with the Continuously Operating Reference Stations AH9939.(CORS). The HARN coordinates for these stations are available AH9939.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH9939.Lapine(803-896-7700). AH9939. AH9939.In addition, the published North and South Carolina positions AH9939.(NAD 83 (1986)) are NOT consistent with those determined in AH9939.adjacent state readjustments. The discontinuity between stations AH9939.located in North or South Carolina and those in adjacent states AH9939.which have been adjusted to the HARN may be as much as 5 AH9939.decimeters. This will result in a significant loss of accuracy AH9939.over lines crossing such state borders. AH9939 AH9939 AH9939.The horizontal coordinates were established by GPS observations AH9939.and adjusted by the National Geodetic Survey in February 2003. AH9939.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH9939.DATUM ITEM on the data sheet items page. AH9939 AH9939.The orthometric height was determined by differential leveling AH9939.and adjusted by the National Geodetic Survey in July 1999. AH9939.No vertical observational check was made to the station. AH9939 AH9939.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH9939 AH9939.The Laplace correction was computed from DEFLEC99 derived deflections. AH9939 AH9939.The ellipsoidal height was determined by GPS observations AH9939.and is referenced to NAD 83. AH9939 AH9939.The geoid height was determined by GEOID99. AH9939 AH9939.The dynamic height is computed by dividing the NAVD 88 AH9939.geopotential number by the normal gravity value computed on the AH9939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9939.degrees latitude (g = 980.6199 gals.). AH9939 AH9939.The modeled gravity was interpolated from observed gravity values. AH9939 AH9939; North East Units Scale Converg. AH9939;SPC NC - 185,892.680 505,408.170 MT 0.99987690 -0 39 44.1 AH9939;UTM 17 - 3,919,991.873 577,399.552 MT 0.99967382 +0 29 38.9 AH9939 AH9939 SUPERSEDED SURVEY CONTROL AH9939 AH9939 NAD 83(1995)- 35 25 13.20195(N) 080 08 50.74319(W) AD( ) 1 AH9939 ELLIP HT - 142.91 (m) (08/06/99) GP( ) 4 2 AH9939 AH9939.Superseded values are not recommended for survey control. AH9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH9939.See file dsdata.txt to determine how the superseded data were derived. AH9939 AH9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7740019992(NAD 83) AH9939_MARKER: DH = HORIZONTAL CONTROL DISK AH9939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH9939_STAMPING: 6A6 A 1997 AH9939_MARK LOGO: NGS AH9939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH9939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH9939+STABILITY: SURFACE MOTION AH9939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9939+SATELLITE: SATELLITE OBSERVATIONS - 1997 AH9939 AH9939 HISTORY - Date Condition Report By AH9939 HISTORY - 1997 MONUMENTED NCGS AH9939 AH9939 STATION DESCRIPTION AH9939 AH9939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) AH9939'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF ALBEMARLE AND AH9939'4.0 MI (6.4 KM) WEST OF BADIN, AT THE ALBEMARLE-STANLY COUNTY AIRPORT. AH9939'OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN, MANAGER, 40659 AIRPORT AH9939'ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704 982 9013. PROCEED ALONG AH9939'NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN NEW LONDON), THENCE AH9939'SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR 1549-AIRPORT ROAD, THENCE AH9939'NORTHWEST FOR 0.15 MI (0.24 KM) ALONG THE AIRPORT DRIVE TO THE AH9939'TERMINAL, CONTINUE NORTHWEST FOR 0.15 MI (0.24 KM) ALONG TAXI-RAMP AH9939'ACROSS THE RUNWAY, THENCE NORTHEAST FOR 0.5 MI (0.8 KM) TO STATION. AH9939'MARK IS LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND. LOCATED 274.5 AH9939'FT (83.7 M) NORTHWEST OF THE CENTERLINE OF THE MAIN RUNWAY OR 225.0 FT AH9939'(68.6 M) FROM THE PAVEMENT EDGE, 109.3 FT (33.3 M) SOUTH-SOUTHWEST OF AH9939'THE CENTER OF A LARGE DROP INLET, 94.1 FT (28.7 M) SOUTHWEST OF A AH9939'MANHOLE, AND 216.5 FT (66.0 M) NORTHEAST OF THE EAST CORNER OF A AH9939'6-FOOT BY 3-FOOT RED AND WHITE FIBERGLASS BUILDING. THIS STATION IS AH9939'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH9940 *********************************************************************** AH9940 SACS - This is a Secondary Airport Control Station. AH9940 DESIGNATION - 6A6 B AH9940 PID - AH9940 AH9940 STATE/COUNTY- NC/STANLY AH9940 USGS QUAD - NEW LONDON (1994) AH9940 AH9940 *CURRENT SURVEY CONTROL AH9940 ___________________________________________________________________ AH9940* NAD 83(2001)- 35 24 23.39568(N) 080 09 29.84437(W) ADJUSTED AH9940* NAVD 88 - 181.644 (meters) 595.94 (feet) ADJUSTED AH9940 ___________________________________________________________________ AH9940 X - 889,597.419 (meters) COMP AH9940 Y - -5,127,960.214 (meters) COMP AH9940 Z - 3,674,805.244 (meters) COMP AH9940 LAPLACE CORR- -0.46 (seconds) DEFLEC99 AH9940 ELLIP HEIGHT- 151.36 (meters) (02/10/03) GPS OBS AH9940 GEOID HEIGHT- -30.33 (meters) GEOID99 AH9940 DYNAMIC HT - 181.485 (meters) 595.42 (feet) COMP AH9940 MODELED GRAV- 979,748.8 (mgal) NAVD 88 AH9940 AH9940 HORZ ORDER - FIRST AH9940 VERT ORDER - THIRD AH9940 ELLP ORDER - FOURTH CLASS II AH9940 AH9940.This mark is at Stanly County Airport (VUJ) AH9940 AH9940.The North Carolina/South Carolina HARNS have been completed but, AH9940.due to contractual restrictions, coordinates for these stations AH9940.will NOT be published in the near future. In the interim, the AH9940.published coordinates in North and South Carolina will not be AH9940.consistent with the Continuously Operating Reference Stations AH9940.(CORS). The HARN coordinates for these stations are available AH9940.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH9940.Lapine(803-896-7700). AH9940. AH9940.In addition, the published North and South Carolina positions AH9940.(NAD 83 (1986)) are NOT consistent with those determined in AH9940.adjacent state readjustments. The discontinuity between stations AH9940.located in North or South Carolina and those in adjacent states AH9940.which have been adjusted to the HARN may be as much as 5 AH9940.decimeters. This will result in a significant loss of accuracy AH9940.over lines crossing such state borders. AH9940 AH9940 AH9940.The horizontal coordinates were established by GPS observations AH9940.and adjusted by the National Geodetic Survey in February 2003. AH9940.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH9940.DATUM ITEM on the data sheet items page. AH9940 AH9940.The orthometric height was determined by differential leveling AH9940.and adjusted by the National Geodetic Survey in July 1999. AH9940.No vertical observational check was made to the station. AH9940 AH9940.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH9940 AH9940.The Laplace correction was computed from DEFLEC99 derived deflections. AH9940 AH9940.The ellipsoidal height was determined by GPS observations AH9940.and is referenced to NAD 83. AH9940 AH9940.The geoid height was determined by GEOID99. AH9940 AH9940.The dynamic height is computed by dividing the NAVD 88 AH9940.geopotential number by the normal gravity value computed on the AH9940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9940.degrees latitude (g = 980.6199 gals.). AH9940 AH9940.The modeled gravity was interpolated from observed gravity values. AH9940 AH9940; North East Units Scale Converg. AH9940;SPC NC - 184,369.457 504,404.029 MT 0.99987622 -0 40 06.7 AH9940;UTM 17 - 3,918,449.011 576,426.553 MT 0.99967198 +0 29 15.7 AH9940 AH9940: Primary Azimuth Mark Grid Az AH9940:SPC NC - 6A6 C 048 10 49.4 AH9940:UTM 17 - 6A6 C 047 01 27.0 AH9940 AH9940|---------------------------------------------------------------------| AH9940| PID Reference Object Distance Geod. Az | AH9940| dddmmss.s | AH9940| AH9947 6A6 C 499.288 METERS 0473042.7 | AH9940|---------------------------------------------------------------------| AH9940 AH9940 SUPERSEDED SURVEY CONTROL AH9940 AH9940 NAD 83(1995)- 35 24 23.39586(N) 080 09 29.84427(W) AD( ) 1 AH9940 AH9940.Superseded values are not recommended for survey control. AH9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH9940.See file dsdata.txt to determine how the superseded data were derived. AH9940 AH9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7642718449(NAD 83) AH9940_MARKER: DH = HORIZONTAL CONTROL DISK AH9940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH9940_STAMPING: 6A6 B 1997 AH9940_MARK LOGO: NGS AH9940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH9940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH9940+STABILITY: SURFACE MOTION AH9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9940+SATELLITE: SATELLITE OBSERVATIONS - 1997 AH9940 AH9940 HISTORY - Date Condition Report By AH9940 HISTORY - 1997 MONUMENTED NCGS AH9940 AH9940 STATION DESCRIPTION AH9940 AH9940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) AH9940'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF ALBEMARLE AND AH9940'4.3 MI (6.9 KM) WEST OF BADIN, AT THE ALBEMARLE-STANLY COUNTY AIRPORT. AH9940'OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN, MANAGER, 40659 AIRPORT AH9940'ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704 982 9013. PROCEED ALONG AH9940'NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN NEW LONDON), THENCE AH9940'SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR 1549-AIRPORT ROAD, THENCE AH9940'NORTHWEST FOR 0.1 MI (0.2 KM) ALONG A GRAVEL SERVICE ROAD TO STATION AH9940'NEAR THE LOCALIZER CONTROL BUILDING. MARK IS ABOUT 6-FEET HIGHER THAN AH9940'THE ROAD AND FLUSH WITH THE GROUND. LOCATED 408.5 FT (124.5 M) AH9940'NORTHWEST OF THE CENTERLINE OF SR 1549, 33.5 FT (10.2 M) NORTHWEST OF AH9940'THE CENTERLINE OF GRAVEL DRIVE, 38.4 FT (11.7 M) WEST OF THE WEST AH9940'CORNER OF A 6-FOOT BY 8-FOOT RED AND WHITE FIBERGLASS BUILDING, AND AH9940'213.4 FT (65.0 M) SOUTH OF THE SOUTHEAST POLE OF EAST END OF AH9940'LOCALIZER. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL AH9940'STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH9947 *********************************************************************** AH9947 PACS - This is a Primary Airport Control Station. AH9947 DESIGNATION - 6A6 C AH9947 PID - AH9947 AH9947 STATE/COUNTY- NC/STANLY AH9947 USGS QUAD - NEW LONDON (1994) AH9947 AH9947 *CURRENT SURVEY CONTROL AH9947 ___________________________________________________________________ AH9947* NAD 83(2001)- 35 24 34.33801(N) 080 09 15.25176(W) ADJUSTED AH9947* NAVD 88 - 183.786 (meters) 602.97 (feet) ADJUSTED AH9947 ___________________________________________________________________ AH9947 X - 889,927.091 (meters) COMP AH9947 Y - -5,127,706.467 (meters) COMP AH9947 Z - 3,675,081.350 (meters) COMP AH9947 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AH9947 ELLIP HEIGHT- 153.50 (meters) (02/10/03) GPS OBS AH9947 GEOID HEIGHT- -30.33 (meters) GEOID99 AH9947 DYNAMIC HT - 183.624 (meters) 602.44 (feet) COMP AH9947 MODELED GRAV- 979,748.5 (mgal) NAVD 88 AH9947 AH9947 HORZ ORDER - FIRST AH9947 VERT ORDER - THIRD AH9947 ELLP ORDER - FOURTH CLASS II AH9947 AH9947.This mark is at Stanly County Airport (VUJ) AH9947 AH9947.The North Carolina/South Carolina HARNS have been completed but, AH9947.due to contractual restrictions, coordinates for these stations AH9947.will NOT be published in the near future. In the interim, the AH9947.published coordinates in North and South Carolina will not be AH9947.consistent with the Continuously Operating Reference Stations AH9947.(CORS). The HARN coordinates for these stations are available AH9947.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH9947.Lapine(803-896-7700). AH9947. AH9947.In addition, the published North and South Carolina positions AH9947.(NAD 83 (1986)) are NOT consistent with those determined in AH9947.adjacent state readjustments. The discontinuity between stations AH9947.located in North or South Carolina and those in adjacent states AH9947.which have been adjusted to the HARN may be as much as 5 AH9947.decimeters. This will result in a significant loss of accuracy AH9947.over lines crossing such state borders. AH9947 AH9947 AH9947.The horizontal coordinates were established by GPS observations AH9947.and adjusted by the National Geodetic Survey in February 2003. AH9947.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH9947.DATUM ITEM on the data sheet items page. AH9947 AH9947.The orthometric height was determined by differential leveling AH9947.and adjusted by the National Geodetic Survey in July 1999. AH9947.No vertical observational check was made to the station. AH9947 AH9947.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH9947 AH9947.The Laplace correction was computed from DEFLEC99 derived deflections. AH9947 AH9947.The ellipsoidal height was determined by GPS observations AH9947.and is referenced to NAD 83. AH9947 AH9947.The geoid height was determined by GEOID99. AH9947 AH9947.The dynamic height is computed by dividing the NAVD 88 AH9947.geopotential number by the normal gravity value computed on the AH9947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9947.degrees latitude (g = 980.6199 gals.). AH9947 AH9947.The modeled gravity was interpolated from observed gravity values. AH9947 AH9947; North East Units Scale Converg. AH9947;SPC NC - 184,702.336 504,776.077 MT 0.99987637 -0 39 58.3 AH9947;UTM 17 - 3,918,789.260 576,791.733 MT 0.99967267 +0 29 24.3 AH9947 AH9947: Primary Azimuth Mark Grid Az AH9947:SPC NC - 6A6 B 228 10 49.4 AH9947:UTM 17 - 6A6 B 227 01 26.8 AH9947 AH9947|---------------------------------------------------------------------| AH9947| PID Reference Object Distance Geod. Az | AH9947| dddmmss.s | AH9947| AH9940 6A6 B 499.288 METERS 2273051.1 | AH9947|---------------------------------------------------------------------| AH9947 AH9947 SUPERSEDED SURVEY CONTROL AH9947 AH9947 NAD 83(1995)- 35 24 34.33818(N) 080 09 15.25166(W) AD( ) 1 AH9947 AH9947.Superseded values are not recommended for survey control. AH9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH9947.See file dsdata.txt to determine how the superseded data were derived. AH9947 AH9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7679218789(NAD 83) AH9947_MARKER: DH = HORIZONTAL CONTROL DISK AH9947_SETTING: 66 = SET IN ROCK OUTCROP AH9947_STAMPING: 6A6 C 1998 AH9947_MARK LOGO: NGS AH9947_MAGNETIC: N = NO MAGNETIC MATERIAL AH9947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH9947+STABILITY: POSITION/ELEVATION WELL AH9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9947+SATELLITE: SATELLITE OBSERVATIONS - 1998 AH9947 AH9947 HISTORY - Date Condition Report By AH9947 HISTORY - 1998 MONUMENTED NCGS AH9947 AH9947 STATION DESCRIPTION AH9947 AH9947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH9947'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF ALBEMARLE AND AH9947'4.4 MI (7.1 KM) SOUTHEAST OF NEW LONDON, AT THE ALBEMARLE-STANLY AH9947'COUNTY AIRPORT. OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN MANAGER, AH9947'ADDRESS- 40659 AIRPORT ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704 AH9947'982 9013. PROCEED ALONG NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN AH9947'NEW LONDON), THENCE SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR AH9947'1549-AIRPORT ROAD, THENCE NORTHWEST FOR 0.15 MI (0.24 KM) ALONG THE AH9947'AIRPORT DRIVE TO THE TERMINAL, THENCE SOUTHWEST FOR 0.15 MI (0.24 KM) AH9947'ALONG TAXIWAY TO STATION ON THE SOUTHEAST SIDE OF THE TAXIWAY. MARK IS AH9947'ABOUT 3-FEET HIGHER THAN TAXIWAY AND FLUSH WITH THE GROUND. LOCATED AH9947'158.0 FT (48.2 M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 246.5 FT AH9947'(75.1 M) EAST-NORTHEAST OF THE CENTER OF THE SOUTH END OF FLARED END AH9947'OF A CULVERT RUNNING UNDER THE TAXIWAY, 353.4 FT (107.7 M) SOUTHWEST AH9947'OF THE NORTHWEST CORNER OF THE WEST-MOST OF TWO HANGERS, 340.0 FT AH9947'(103.6 M) SOUTH OF A DROP INLET (BETWEEN TAXIWAY AND RUNWAY), AND AH9947'625.5 FT (190.7 M) NORTH OF MONUMENT STAMPED--ALBEPORT NO 2 (AND NGS AH9947'AZIMUTH MARK DISK). THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT AH9947'CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FA2033 *********************************************************************** FA2033 CBN - This is a Cooperative Base Network Control Station. FA2033 DESIGNATION - AQUADALE FA2033 PID - FA2033 FA2033 STATE/COUNTY- NC/STANLY FA2033 USGS QUAD - AQUADALE (1983) FA2033 FA2033 *CURRENT SURVEY CONTROL FA2033 ___________________________________________________________________ FA2033* NAD 83(1986)- 35 13 57.17802(N) 080 12 47.04915(W) ADJUSTED FA2033* NAVD 88 - 173.3 (meters) 569. (feet) GPS OBS FA2033 ___________________________________________________________________ FA2033 LAPLACE CORR- -0.76 (seconds) DEFLEC99 FA2033 GEOID HEIGHT- -30.42 (meters) GEOID99 FA2033 FA2033 HORZ ORDER - FIRST FA2033 FA2033.The North Carolina/South Carolina HARNS have been completed but, FA2033.due to contractual restrictions, coordinates for these stations FA2033.will NOT be published in the near future. In the interim, the FA2033.published coordinates in North and South Carolina will not be FA2033.consistent with the Continuously Operating Reference Stations FA2033.(CORS). The HARN coordinates for these stations are available FA2033.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA2033.Lapine(803-896-7700). FA2033. FA2033.In addition, the published North and South Carolina positions FA2033.(NAD 83 (1986)) are NOT consistent with those determined in FA2033.adjacent state readjustments. The discontinuity between stations FA2033.located in North or South Carolina and those in adjacent states FA2033.which have been adjusted to the HARN may be as much as 5 FA2033.decimeters. This will result in a significant loss of accuracy FA2033.over lines crossing such state borders. FA2033 FA2033 FA2033.The horizontal coordinates were established by GPS observations FA2033.and adjusted by the National Geodetic Survey in December 1997. FA2033 FA2033.The orthometric height was determined by GPS observations and a FA2033.high-resolution geoid model. FA2033 FA2033.The Laplace correction was computed from DEFLEC99 derived deflections. FA2033 FA2033.The geoid height was determined by GEOID99. FA2033 FA2033; North East Units Scale Converg. FA2033;SPC NC - 165,133.698 499,193.376 MT 0.99987265 -0 42 00.5 FA2033;UTM 17 - 3,899,116.101 571,605.744 MT 0.99966319 +0 27 14.4 FA2033 FA2033: Primary Azimuth Mark Grid Az FA2033:SPC NC - PORTERS 022 51 05.7 FA2033:UTM 17 - PORTERS 021 41 50.8 FA2033 FA2033|---------------------------------------------------------------------| FA2033| PID Reference Object Distance Geod. Az | FA2033| dddmmss.s | FA2033| FA1913 PORTERS APPROX.10.7 KM 0220905.2 | FA2033| FA3732 AQUADALE RM 1 3.480 METERS 06743 | FA2033| FA2044 AQUADALE 1933 RM 2 1974 483.280 METERS 0750347.5 | FA2033| FA2037 SOUTH STANLY HS W/T APPROX. 4.5 KM 0920152.6 | FA2033| FA1967 MOUNT GILEAD MUNICIPAL TANK APPROX.19.0 KM 0942653.5 | FA2033| FA1979 NORWOOD NEW MUN TANK APPROX. 8.5 KM 0944111.8 | FA2033| EC1282 WADESBORO MUNICIPAL TANK APPROX.32.1 KM 1570738.5 | FA2033| FA3733 AQUADALE RM 3 3.544 METERS 20012 | FA2033|---------------------------------------------------------------------| FA2033 FA2033 SUPERSEDED SURVEY CONTROL FA2033 FA2033 NAD 83(1986)- 35 13 57.17849(N) 080 12 47.04597(W) AD( ) 1 FA2033 NAD 27 - 35 13 56.65600(N) 080 12 47.82700(W) AD( ) 1 FA2033 NGVD 29 - 173.6 (m) 570. (f) GPS OBS FA2033 FA2033.Superseded values are not recommended for survey control. FA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA2033.See file dsdata.txt to determine how the superseded data were derived. FA2033 FA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7160699116(NAD 83) FA2033_MARKER: DS = TRIANGULATION STATION DISK FA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA2033_STAMPING: AQUADALE 1933 FA2033_MARK LOGO: CGS FA2033_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA2033+STABILITY: SURFACE MOTION FA2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA2033+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1996 FA2033 FA2033 HISTORY - Date Condition Report By FA2033 HISTORY - 1933 MONUMENTED CGS FA2033 HISTORY - 1948 GOOD CGS FA2033 HISTORY - 1967 GOOD CGS FA2033 HISTORY - 1974 GOOD NGS FA2033 HISTORY - 1975 GOOD NCGS FA2033 HISTORY - 19931115 GOOD NCGS FA2033 HISTORY - 19960508 GOOD NCGS FA2033 HISTORY - 19980310 GOOD NCGS FA2033 FA2033 STATION DESCRIPTION FA2033 FA2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FA2033'ABOUT 6-1/2 MILES EAST OF OAKBORO AND 5-1/4 MILES NORTH-NORTHWEST OF FA2033'NORWOOD, ON LAND OWNED BY W. B. POPLIN TO REACH FROM OAKBORO, TURN FA2033'HALF-LEFT JUST BEFORE CROSSING RAILROAD TRACK ONTO AQUADALE ROAD, FA2033'PROCEED 2.0 MILES TO ROAD INTERSECTION AT CHURCH, KEEP STRAIGHT FA2033'4.4 MILES ON CENTER ROAD OR 2.15 MILES BEYOND CROSSING LARGE FA2033'CREEK, TURN LEFT ONTO T-ROAD TO AQUADALE, AND CROSS RAILROAD TRACK FA2033'AT 0.2 MILE. TURN RIGHT ALONG NORTH RIDE OF TRACKS, CONTINUE 0.6 FA2033'MILE, TAKE LEFT FORK THROUGH WOODS LEADING TO POPLINS HOUSE, AND FA2033'FOLLOW 0.1 MILE TO STATION SITE. STATION IS IN UNCULTIVATED AREA, FA2033'23.5 FEET WEST OF CENTER LINE OF ROAD, AND 36.8 FEET SOUTH OF FA2033'AND 3 FEET WEST OF EAST SIDE EXTENDED OF CORNCRIB. A NUMBER OF FA2033'LOOSE BOULDERS ARE NEAR STATION. SURFACE AND UNDERGROUND FA2033'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE FA2033'MARK NO. 1 IS A STANDARD REFERENCE DISK, IN TOP OF 3- BY FA2033'4-FOOT ROCK OUTCROP ABOUT 6 INCHES ABOVE SURFACE OF GROUND, 64 FA2033'FEET EAST OF ROAD LEADING TO POPLINS HOUSE, AND 114.20 FEET FROM FA2033'STATION N 67 DEG 42 MIN E. REFERENCE MARK NO. 2 IS A STANDARD FA2033'REFERENCE DISK IN CONCRETE ON LAND OWNED BY MR. CARPENTER FA2033'OPPOSITE BOUNDARY CORNER BETWEEN LAND OWNED BY JOHN POPLIN AND FA2033'WALTER POPLIN, AT TOP OF GRADE 15 FEET NORTH OF CENTER LINE OF FA2033'AQUADALE ROAD, AND APPROXIMATELY 0.4 MILE FROM STATION FA2033'N 75 DEG 04 MIN E. REFERENCE MARK NO. 3 IS STANDARD REFERENCE FA2033'DISK, IN TOP OF 1 1/4-BY 3-FOOT ROCK OUTCROP ABOUT 4 FA2033'INCHES ABOVE SURFACE OF GROUND, IN CULTIVATED FIELD, 23 FEET WEST OF FA2033'ROAD LEADING TO POPLINS HOUSE, AND 116.27 FEET FROM STATION FA2033'S 20 DEG 12 MIN W. FA2033 FA2033 STATION RECOVERY (1948) FA2033 FA2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB) FA2033'STATION WAS RECOVERED AS DESCRIBED IN 1933 AND ALL MARKS WERE FOUND FA2033'IN VERY GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE FA2033'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. THE STATION FA2033'IS REACHED AS FOLLOWS-- FA2033' FA2033'TO REACH THE STATION FROM THE RAILROAD CROSSING IN AQUADALE, GO EAST FA2033'ON AQUADALE ROAD AND ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR FA2033'0.6 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE FA2033'STATION ON THE LEFT AS DESCRIBED. FA2033' FA2033'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. FA2033 FA2033 STATION RECOVERY (1967) FA2033 FA2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) FA2033'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED. FA2033' FA2033'STATION MARK PROJECTS 8 INCHES. FA2033' FA2033'RM 1 PROJECTS 8 INCHES FROM CULTIVATED FIELD. FA2033' FA2033'RM 2 (AZIMUTH MARK) PROJECTS 8 INCHES, AT THE EDGE OF FA2033'CULTIVATED FIELD, 17 FEET NORTH OF THE CENTER OF PAVED ROAD, AT THE FA2033'TOP OF A ROCK HIGHWAY CUT, ACROSS THE ROAD FROM AND IN LINE FA2033'EXTENDED OF A NORTH-SOUTH FENCE DIVIDING FIELDS. FA2033' FA2033'RM 3 PROJECTS 5 INCHES FROM PASTURE. FA2033' FA2033'TO REACH FROM THE CROSSROADS AT THE EAST SIDE OF THE LARGE SCHOOL FA2033'BUILDING IN AQUADALE, GO EAST ALONG THE NORTH SIDE OF THE RAILROAD FA2033'TRACKS FOR 0.6 MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO FA2033'0.1 MILE TO THE STATION MARK ON THE LEFT, IN PASTURE, AT A FA2033'SCATTERED GROUP OF BOULDERS. FA2033 FA2033 STATION RECOVERY (1974) FA2033 FA2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 FA2033'THIS STATION IS RECOVERED AS DESCRIBED. FA2033 FA2033 STATION RECOVERY (1975) FA2033 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD) FA2033'AQUADALE 1933 GOOD. FA2033' FA2033'AQUADALE NO 1 1933 GOOD. FA2033' FA2033'AQUADALE NO 2 1933 (AZ. MK.) HAS BEEN DISTURBED, NOW LEANING NW. FA2033' FA2033'AQUADALE NO 3 1933 GOOD. FA2033' FA2033'TO REACH STATION FROM THE NORFOLK-SOUTHERN RAILROAD CROSSING OF NC FA2033'138 IN AQUADALE, PROCEED EAST ALONG SR 1922 FOR 0.6 MILE TO SR 1921 FA2033'(N), THENCE NORTH ALONG SR 1921 FOR ABOUT 400 FEET TO STATION ON FA2033'LEFT IN MIDDLE OF A LIVESTOCK FEEDING LOT ON PROPERTY OF POPLIN FA2033'FARM. 37.5 FT. WNW OF C/L OF SR 1921, 36.4 FT. SSW OF SE CORNER OF FA2033'BARN, 24.0 FT. NNW OF A CORNER FENCE POST AND PROJECTING 5 INCHES. FA2033' FA2033'AZIMUTH MARK IS 0.2 MILE WEST OF INTERSECTION OF SR 1922 WITH SR FA2033'1995, ON TOP OF A 2 FOOT BANK. 17.5 FT. NE OF C/L OF SR 1922, 37.0 FA2033'FT. ENE OF A CORNER FENCE POST ON SOUTH SIDE OF ROAD AND PROJECTING FA2033'6 INCHES. FA2033 FA2033 STATION RECOVERY (1993) FA2033 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) FA2033'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. STATION IS FA2033'LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF OAKBORO AND 5.25 MI (8.45 KM) FA2033'NORTH-NORTHWEST OF NORWOOD. PROCEED ALONG SR 1922-SOUTH STANLY SCHOOL FA2033'ROAD FOR 0.6 MI (1.0 KM) EAST FROM NC 138 (AT AQUADALE ELEMENTARY FA2033'SCHOOL), THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1921-WINFIELD FA2033'ROAD, TO THE STATION ON THE WEST SIDE OF THE ROAD, IN THE EAST EDGE OF FA2033'A PASTURE. CONTACT PERSON IS MRS. MARY THOMPSON AT 704-474-3971. MARK FA2033'IS ABOUT LEVEL WITH SR 1921 AND PROJECTS 12 INCHES ABOVE THE GROUND. FA2033'LOCATED 36.7 FT (11.2 M) WEST-NORTHWEST OF THE CENTERLINE OF SR FA2033'1921--AND 180.4 FT (55.0 M) EAST OF A POWER POLE, 168.0 FT (51.2 M) FA2033'SOUTH-SOUTHWEST OF A POWER POLE, 24.0 FT (7.3 M) NORTH OF A FENCE FA2033'POST--ALL WITH REFERENCE TAGS. THE AZIMUTH MARK WAS RECOVERED FA2033'PROJECTING APPROXIMATELY 12 INCHES AND LEANING TO THE NORTH. THE LINE FA2033'OF SIGHT TO THE STATION WAS CLEAR. RM 1 AND RM 3 WERE NOT SEARCHED FA2033'FOR AT THIS TIME. FA2033 FA2033 STATION RECOVERY (1996) FA2033 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA2033'RECOVERED AS DESCRIBED. FA2033 FA2033 STATION RECOVERY (1998) FA2033 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 FA2033'RECOVERED AS DESCRIBED.