1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB1457 *********************************************************************** EB1457 CBN - This is a Cooperative Base Network Control Station. EB1457 DESIGNATION - 78 MEA EB1457 PID - EB1457 EB1457 STATE/COUNTY- NC/PENDER EB1457 USGS QUAD - ATKINSON (1984) EB1457 EB1457 *CURRENT SURVEY CONTROL EB1457 ___________________________________________________________________ EB1457* NAD 83(1986)- 34 31 41.40135(N) 078 10 13.56804(W) ADJUSTED EB1457* NAVD 88 - 19.134 (meters) 62.78 (feet) ADJUSTED EB1457 ___________________________________________________________________ EB1457 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB1457 GEOID HEIGHT- -35.82 (meters) GEOID99 EB1457 DYNAMIC HT - 19.115 (meters) 62.71 (feet) COMP EB1457 MODELED GRAV- 979,672.8 (mgal) NAVD 88 EB1457 EB1457 HORZ ORDER - FIRST EB1457 VERT ORDER - FIRST CLASS II EB1457 EB1457.The North Carolina/South Carolina HARNS have been completed but, EB1457.due to contractual restrictions, coordinates for these stations EB1457.will NOT be published in the near future. In the interim, the EB1457.published coordinates in North and South Carolina will not be EB1457.consistent with the Continuously Operating Reference Stations EB1457.(CORS). The HARN coordinates for these stations are available EB1457.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB1457.Lapine(803-896-7700). EB1457. EB1457.In addition, the published North and South Carolina positions EB1457.(NAD 83 (1986)) are NOT consistent with those determined in EB1457.adjacent state readjustments. The discontinuity between stations EB1457.located in North or South Carolina and those in adjacent states EB1457.which have been adjusted to the HARN may be as much as 5 EB1457.decimeters. This will result in a significant loss of accuracy EB1457.over lines crossing such state borders. EB1457 EB1457 EB1457.The horizontal coordinates were established by GPS observations EB1457.and adjusted by the National Geodetic Survey in November 1996. EB1457 EB1457.The orthometric height was determined by differential leveling EB1457.and adjusted by the National Geodetic Survey in June 1991. EB1457 EB1457.The Laplace correction was computed from DEFLEC99 derived deflections. EB1457 EB1457.The geoid height was determined by GEOID99. EB1457 EB1457.The dynamic height is computed by dividing the NAVD 88 EB1457.geopotential number by the normal gravity value computed on the EB1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1457.degrees latitude (g = 980.6199 gals.). EB1457 EB1457.The modeled gravity was interpolated from observed gravity values. EB1457 EB1457; North East Units Scale Converg. EB1457;SPC NC - 86,642.100 685,758.207 MT 0.99995174 +0 28 43.7 EB1457;UTM 17 - 3,824,357.343 759,713.838 MT 1.00043148 +1 36 17.0 EB1457 EB1457 SUPERSEDED SURVEY CONTROL EB1457 EB1457 NGVD 29 - 19.397 (m) 63.64 (f) ADJUSTED 1 2 EB1457 EB1457.Superseded values are not recommended for survey control. EB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1457.See file dsdata.txt to determine how the superseded data were derived. EB1457 EB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5971424357(NAD 83) EB1457_MARKER: DB = BENCH MARK DISK EB1457_SETTING: 34 = RAILROAD SIGNAL BASE EB1457_STAMPING: 78 MEA 1980 EB1457_MARK LOGO: USGS EB1457_MAGNETIC: N = NO MAGNETIC MATERIAL EB1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1457+STABILITY: SURFACE MOTION EB1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1457+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993 EB1457 EB1457 HISTORY - Date Condition Report By EB1457 HISTORY - 1980 MONUMENTED USGS EB1457 HISTORY - 1980 GOOD NCGS EB1457 HISTORY - 19931118 GOOD NCGS EB1457 EB1457 STATION DESCRIPTION EB1457 EB1457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1457'IN ATKINSON. EB1457'AT THE CORNER OF CHURCH STREET-N.C. 11-53-WITH FIRST AVENUE-SR 1126- EB1457'IN ATKINSON, SET IN ABANDONED RAILROAD SIGNAL BASE, 19 FEET NORTHWEST EB1457'OF CENTERLINE OF HIGHWAY, 26 FEET SOUTHWEST OF CENTERLINE OF STREET, EB1457'6.8 FEET WEST OF CONCRETE STREET POST AND 0.8 FOOT NORTHWEST OF EB1457'SOUTHEAST CORNER OF CONCRETE. THIS IS A STANDARD USGS DISK. EB1457'THE MARK IS 1 FT ABOVE STREET. EB1457 EB1457 STATION RECOVERY (1993) EB1457 EB1457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1457'STATION IS LOCATED IN ATKINSON. AT THE INTERSECTION OF NC 11-53 EB1457'(CHURCH STREET) AND SR 1126 (FIRST AVENUE), IN THE WEST QUADRANT, IN EB1457'AN ABANDONED RAILROAD SIGNAL BASE. MARK IS 20.0 FT (6.1 M) NORTHWEST EB1457'OF THE CENTERLINE OF NC 11-53, 27.0 FT (8.2 M) SOUTHWEST OF THE EB1457'CENTERLINE OF SR 1126, 0.8 FT (24.4 CM) NORTHWEST OF THE SOUTHEAST EB1457'CORNER OF CONCRETE, 4.0 FT (1.2 M) NORTHWEST OF A METAL STREET POLE EB1457'AND 11.0 FT (3.4 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI2161 *********************************************************************** AI2161 SACS - This is a Secondary Airport Control Station. AI2161 DESIGNATION - ACZ A AI2161 PID - AI2161 AI2161 STATE/COUNTY- NC/PENDER AI2161 USGS QUAD - WALLACE WEST (1984) AI2161 AI2161 *CURRENT SURVEY CONTROL AI2161 ___________________________________________________________________ AI2161* NAD 83(2001)- 34 43 08.05190(N) 078 00 11.34400(W) ADJUSTED AI2161* NAVD 88 - 9.498 (meters) 31.16 (feet) ADJUSTED AI2161 ___________________________________________________________________ AI2161 X - 1,090,885.797 (meters) COMP AI2161 Y - -5,133,602.438 (meters) COMP AI2161 Z - 3,612,263.298 (meters) COMP AI2161 LAPLACE CORR- -4.02 (seconds) DEFLEC99 AI2161 ELLIP HEIGHT- -26.60 (meters) (02/10/03) GPS OBS AI2161 GEOID HEIGHT- -36.10 (meters) GEOID99 AI2161 DYNAMIC HT - 9.489 (meters) 31.13 (feet) COMP AI2161 MODELED GRAV- 979,681.6 (mgal) NAVD 88 AI2161 AI2161 HORZ ORDER - FIRST AI2161 VERT ORDER - SECOND CLASS II AI2161 ELLP ORDER - FOURTH CLASS II AI2161 AI2161.This mark is at Henderson Field Airport (ACZ) AI2161 AI2161.The North Carolina/South Carolina HARNS have been completed but, AI2161.due to contractual restrictions, coordinates for these stations AI2161.will NOT be published in the near future. In the interim, the AI2161.published coordinates in North and South Carolina will not be AI2161.consistent with the Continuously Operating Reference Stations AI2161.(CORS). The HARN coordinates for these stations are available AI2161.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2161.Lapine(803-896-7700). AI2161. AI2161.In addition, the published North and South Carolina positions AI2161.(NAD 83 (1986)) are NOT consistent with those determined in AI2161.adjacent state readjustments. The discontinuity between stations AI2161.located in North or South Carolina and those in adjacent states AI2161.which have been adjusted to the HARN may be as much as 5 AI2161.decimeters. This will result in a significant loss of accuracy AI2161.over lines crossing such state borders. AI2161 AI2161 AI2161.The horizontal coordinates were established by GPS observations AI2161.and adjusted by the National Geodetic Survey in February 2003. AI2161.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI2161.DATUM ITEM on the data sheet items page. AI2161 AI2161.The orthometric height was determined by differential leveling AI2161.and adjusted by the National Geodetic Survey in August 2000. AI2161.No vertical observational check was made to the station. AI2161 AI2161.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2161 AI2161.The Laplace correction was computed from DEFLEC99 derived deflections. AI2161 AI2161.The ellipsoidal height was determined by GPS observations AI2161.and is referenced to NAD 83. AI2161 AI2161.The geoid height was determined by GEOID99. AI2161 AI2161.The dynamic height is computed by dividing the NAVD 88 AI2161.geopotential number by the normal gravity value computed on the AI2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI2161.degrees latitude (g = 980.6199 gals.). AI2161 AI2161.The modeled gravity was interpolated from observed gravity values. AI2161 AI2161; North East Units Scale Converg. AI2161;SPC NC - 107,939.964 700,902.589 MT 0.99991554 +0 34 31.3 AI2161;UTM 17 - 3,845,961.321 774,443.622 MT 1.00052844 +1 42 28.5 AI2161;UTM 18 - 3,845,978.554 224,979.050 MT 1.00053236 -1 42 41.5 AI2161 AI2161 SUPERSEDED SURVEY CONTROL AI2161 AI2161 NAD 83(1995)- 34 43 08.05220(N) 078 00 11.34339(W) AD( ) 1 AI2161 ELLIP HT - -26.61 (m) (12/23/99) GP( ) 4 2 AI2161 AI2161.Superseded values are not recommended for survey control. AI2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2161.See file dsdata.txt to determine how the superseded data were derived. AI2161 AI2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7444445961(NAD 83) AI2161_MARKER: DH = HORIZONTAL CONTROL DISK AI2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2161_STAMPING: ACZ A AI2161_MARK LOGO: NGS AI2161_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2161+STABILITY: SURFACE MOTION AI2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2161+SATELLITE: SATELLITE OBSERVATIONS - 1997 AI2161 AI2161 HISTORY - Date Condition Report By AI2161 HISTORY - 1997 MONUMENTED NCGS AI2161 AI2161 STATION DESCRIPTION AI2161 AI2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AI2161'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF WALLACE AI2161'AND 12.4 MI (20.0 KM) NORTH-NORTHWEST OF BURGAW, AT THE HENDERSON AI2161'FIELD AIRPORT. PROCEED ALONG NC 41 (MAIN STREET) FOR 0.6 MI (1.0 KM) AI2161'WEST FROM US 117, IN WALLACE, TO SR 1165 (ROCKFISH ST), THENCE SOUTH AI2161'ALONG SR 1165 (CROSSING INTO PENDER COUNTY 1165 BECOMES SR 1307 AI2161'(WALLACE AIRPORT RD)FOR 1.0 MI (1.6 KM) TO SR 1350 (HENDERSON FIELD AI2161'RD), THENCE ALONG SR 1350 FOR 0.25 MI (0.40 KM) EAST TO THE OPERATIONS AI2161'BUILDING AND GATE, PASS THROUGH GATE, PROCEED SOUTHEAST ACROSS APRON AI2161'FOR ABOUT 4OO-FEET TO WINDSOCK AND STATION INSIDE CIRCLE FORMED BY AI2161'RECTANGULAR CONCRETE PADS. MARK IS ABOUT LEVEL WITH THE RUNWAY AND AI2161'FLUSH WITH THE GROUND. LOCATD 357.2 FT (108.9 M) NORTHWEST OF THE AI2161'CENTERLINE OF RUNWAY, 48.0 FT (14.6 M) NORTHWEST OF WINDSOCK, 102.7 FT AI2161'(31.3 M) NORTHEAST OF SOUTHEAST CORNER OF APRON, 85.0 FT (25.9 M) EAST AI2161'OF EAST EDGE OF APRON, 111.2 FT (33.9 M) SOUTH OF EAST END OF SOUTHERN AI2161'MOST LARGE ABOVE GROUND FUEL STORAGE TANK, AND 3.2 FT (1.0 M) SOUTH OF AI2161'SOUTH CORNER OF CONCRETE PAD. THIS STATION IS DESIGNATED AS A AI2161'SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA2967 *********************************************************************** EA2967 CBN - This is a Cooperative Base Network Control Station. EA2967 DESIGNATION - BURGAW EA2967 PID - EA2967 EA2967 STATE/COUNTY- NC/PENDER EA2967 USGS QUAD - BURGAW (1988) EA2967 EA2967 *CURRENT SURVEY CONTROL EA2967 ___________________________________________________________________ EA2967* NAD 83(1986)- 34 33 02.70087(N) 077 55 42.78323(W) ADJUSTED EA2967* NAVD 88 - 15.2 (meters) 50. (feet) GPS OBS EA2967 ___________________________________________________________________ EA2967 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EA2967 GEOID HEIGHT- -36.40 (meters) GEOID99 EA2967 EA2967 HORZ ORDER - FIRST EA2967 EA2967.The North Carolina/South Carolina HARNS have been completed but, EA2967.due to contractual restrictions, coordinates for these stations EA2967.will NOT be published in the near future. In the interim, the EA2967.published coordinates in North and South Carolina will not be EA2967.consistent with the Continuously Operating Reference Stations EA2967.(CORS). The HARN coordinates for these stations are available EA2967.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA2967.Lapine(803-896-7700). EA2967. EA2967.In addition, the published North and South Carolina positions EA2967.(NAD 83 (1986)) are NOT consistent with those determined in EA2967.adjacent state readjustments. The discontinuity between stations EA2967.located in North or South Carolina and those in adjacent states EA2967.which have been adjusted to the HARN may be as much as 5 EA2967.decimeters. This will result in a significant loss of accuracy EA2967.over lines crossing such state borders. EA2967 EA2967 EA2967.The horizontal coordinates were established by GPS observations EA2967.and adjusted by the National Geodetic Survey in July 1986. EA2967 EA2967.The orthometric height was determined by GPS observations and a EA2967.high-resolution geoid model. EA2967 EA2967.The Laplace correction was computed from DEFLEC99 derived deflections. EA2967 EA2967.The geoid height was determined by GEOID99. EA2967 EA2967; North East Units Scale Converg. EA2967;SPC NC - 89,359.650 707,936.283 MT 0.99994688 +0 37 06.3 EA2967;UTM 18 - 3,827,121.793 231,270.478 MT 1.00049021 -1 39 42.8 EA2967;UTM 17 - 3,827,511.666 781,846.547 MT 1.00057925 +1 44 35.1 EA2967 EA2967: Primary Azimuth Mark Grid Az EA2967:SPC NC - JOHN NCGS 1973 253 10 16.9 EA2967:UTM 18 - JOHN NCGS 1973 255 27 06.0 EA2967:UTM 17 - JOHN NCGS 1973 252 02 48.1 EA2967 EA2967|---------------------------------------------------------------------| EA2967| PID Reference Object Distance Geod. Az | EA2967| dddmmss.s | EA2967| EA2959 BURGAW TV STA WECT ANTENNA APPROX. 2.6 KM 1604903.3 | EA2967| EA2966 JOHN NCGS 1973 APPROX. 1.3 KM 2534723.2 | EA2967|---------------------------------------------------------------------| EA2967 EA2967 SUPERSEDED SURVEY CONTROL EA2967 EA2967 NAD 27 - 34 33 02.10543(N) 077 55 43.81892(W) AD( ) 2 EA2967 NGVD 29 - 15.6 (m) 51. (f) VERT ANG EA2967 EA2967.Superseded values are not recommended for survey control. EA2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2967.See file dsdata.txt to determine how the superseded data were derived. EA2967 EA2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3127027122(NAD 83) EA2967_MARKER: DH = HORIZONTAL CONTROL DISK EA2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2967_STAMPING: BURGAW 1973 EA2967_MARK LOGO: NCGS EA2967_PROJECTION: FLUSH EA2967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2967+STABILITY: SURFACE MOTION EA2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2967+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996 EA2967 EA2967 HISTORY - Date Condition Report By EA2967 HISTORY - 1973 MONUMENTED NCGS EA2967 HISTORY - 19950126 GOOD NCGS EA2967 HISTORY - 19960924 GOOD NCGS EA2967 EA2967 STATION DESCRIPTION EA2967 EA2967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2967'BURGAW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2967'THE VICINITY OF BURGAW, NORTH CAROLINA. EA2967' EA2967'BURGAW IS LOCATED APPROXIMATELY IN THE CENTER OF BURGAW. THE EA2967'STATION IS LOCATED IN THE SW QUADRANT OF THE INTERSECTION OF NC 53 EA2967'(WILMINGTON STREET) WITH SEABOARD COASTLINE R/R. EA2967' EA2967'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BURGAW EA2967'1973, SET IN THE TOP OF A PRECAST MONUMENT FLUSH WITH THE SURFACE EA2967'OF THE GROUND. EA2967' EA2967'MARK IS EA2967'25.6 FEET S OF C/L OF NC 53 (WILMINGTON STREET). EA2967'30.5 FEET WSW OF C/L OF WEST RAIL OF MAIN TRACK. EA2967'58.2 FEET E OF C/L OF DUDLEY STREET. EA2967'67.8 FEET NNE OF TELEGRAPH POLE W/ALUMINUM REF. TAG. EA2967'5.8 FEET WNW OF THE WEST CORNER OF CONCRETE BASE OF R/R WARNING EA2967'SIGNAL. EA2967 EA2967 STATION RECOVERY (1995) EA2967 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EA2967'RECOVERED AS DESCRIBED. EA2967 EA2967 STATION RECOVERY (1996) EA2967 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EA2967'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA0690 *********************************************************************** EA0690 CBN - This is a Cooperative Base Network Control Station. EA0690 DESIGNATION - C 230 EA0690 PID - EA0690 EA0690 STATE/COUNTY- NC/PENDER EA0690 USGS QUAD - HOLLY RIDGE (1997) EA0690 EA0690 *CURRENT SURVEY CONTROL EA0690 ___________________________________________________________________ EA0690* NAD 83(1986)- 34 25 13.29290(N) 077 33 21.71797(W) ADJUSTED EA0690* NAVD 88 - 2.296 (meters) 7.53 (feet) ADJUSTED EA0690 ___________________________________________________________________ EA0690 LAPLACE CORR- -2.08 (seconds) DEFLEC99 EA0690 GEOID HEIGHT- -37.38 (meters) GEOID99 EA0690 DYNAMIC HT - 2.294 (meters) 7.53 (feet) COMP EA0690 MODELED GRAV- 979,652.9 (mgal) NAVD 88 EA0690 EA0690 HORZ ORDER - FIRST EA0690 VERT ORDER - SECOND CLASS 0 EA0690 EA0690.The North Carolina/South Carolina HARNS have been completed but, EA0690.due to contractual restrictions, coordinates for these stations EA0690.will NOT be published in the near future. In the interim, the EA0690.published coordinates in North and South Carolina will not be EA0690.consistent with the Continuously Operating Reference Stations EA0690.(CORS). The HARN coordinates for these stations are available EA0690.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA0690.Lapine(803-896-7700). EA0690. EA0690.In addition, the published North and South Carolina positions EA0690.(NAD 83 (1986)) are NOT consistent with those determined in EA0690.adjacent state readjustments. The discontinuity between stations EA0690.located in North or South Carolina and those in adjacent states EA0690.which have been adjusted to the HARN may be as much as 5 EA0690.decimeters. This will result in a significant loss of accuracy EA0690.over lines crossing such state borders. EA0690 EA0690 EA0690.The horizontal coordinates were established by GPS observations EA0690.and adjusted by the National Geodetic Survey in November 1996. EA0690 EA0690.The orthometric height was determined by differential leveling EA0690.and adjusted by the National Geodetic Survey in June 1991. EA0690 EA0690.The Laplace correction was computed from DEFLEC99 derived deflections. EA0690 EA0690.The geoid height was determined by GEOID99. EA0690 EA0690.The dynamic height is computed by dividing the NAVD 88 EA0690.geopotential number by the normal gravity value computed on the EA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0690.degrees latitude (g = 980.6199 gals.). EA0690 EA0690.The modeled gravity was interpolated from observed gravity values. EA0690 EA0690; North East Units Scale Converg. EA0690;SPC NC - 75,330.451 742,333.397 MT 0.99997703 +0 50 00.3 EA0690;UTM 18 - 3,811,729.105 265,096.625 MT 1.00028020 -1 26 43.7 EA0690 EA0690 SUPERSEDED SURVEY CONTROL EA0690 EA0690 NGVD 29 - 2.601 (m) 8.53 (f) ADJ UNCH 2 0 EA0690 EA0690.Superseded values are not recommended for survey control. EA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0690.See file dsdata.txt to determine how the superseded data were derived. EA0690 EA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6509711729(NAD 83) EA0690_MARKER: DB = BENCH MARK DISK EA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0690_STAMPING: C 230 1947 EA0690_MARK LOGO: CGS EA0690_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0690+STABILITY: SURFACE MOTION EA0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0690+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997 EA0690 EA0690 HISTORY - Date Condition Report By EA0690 HISTORY - 1947 MONUMENTED CGS EA0690 HISTORY - 1970 GOOD USGS EA0690 HISTORY - 1987 GOOD USPSQD EA0690 HISTORY - 19950126 GOOD NCGS EA0690 HISTORY - 19970108 GOOD NCGS EA0690 EA0690 STATION DESCRIPTION EA0690 EA0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0690'6 MI SW FROM HOLLYRIDGE. EA0690'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0690'STATION AT HOLLYRIDGE, THENCE 0.75 MILE SOUTHWEST ALONG SAND EA0690'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW EA0690'RIVER INLET, 0.3 MILE SOUTHWEST OF MILEPOST 6, 0.5 MILE NORTHEAST EA0690'OF THE POINT WHERE THE ROAD CROSSES UNDER THE COMMUNICATION EA0690'LINES, APPROXIMATELY 500.0 FEET NORTHWEST OF THE MAIN RIDGE OF EA0690'DUNES, ABOUT 200.0 FEET SOUTHEAST OF THE EDGE OF THE MARSH, NEAR EA0690'THE FIRST CURVE IN THE ROAD SOUTHWEST OF THE JUNCTION OF THE SEARS EA0690'LANDING ROAD, ON THE NORTH SLOPE OF A LOW EAST-WEST SAND DUNE EA0690'RIDGE, ABOUT 30.0 FEET NORTH OF THE TOP OF THE DUNE RIDGE, 70.5 EA0690'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT 5.0 FEET EA0690'ABOVE THE LEVEL OF THE ROAD, 2.0 FEET SOUTHWEST OF A WHITE EA0690'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 EA0690'FOOT ABOVE THE GROUND. EA0690 EA0690 STATION RECOVERY (1970) EA0690 EA0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA0690'RECOVERED IN GOOD CONDITION. EA0690 EA0690 STATION RECOVERY (1987) EA0690 EA0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW) EA0690'RECOVERED IN GOOD CONDITION. EA0690 EA0690 STATION RECOVERY (1995) EA0690 EA0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EA0690'RECOVERED BY NCGS IN 1995 IN GOOD CONDITION. STATION IS ABOUT 0.7 MI EA0690'(1.1 KM) SOUTHWEST OF SURF CITY. PROCEED ALONG NC 50 (ROLAND AVENUE) EA0690'FOR 0.4 MI (0.6 KM) SOUTHEAST FROM THE BRIDGE OVER THE ATLANTIC EA0690'INTRACOASTAL WATERWAY IN SURF CITY, THENCE SOUTHWEST FOR 0.7 MI (1.1 EA0690'KM) ALONG TOPSAIL DRIVE (ALSO NC 50) TO STATION SOUTHEAST OF AND EA0690'ACROSS ROAD FROM SURF CITY FAMILY PARK, OR ALONG NC 50 FOR 0.1 MI (0.2 EA0690'KM) NORTHEAST FROM SEAHORSE AVENUE, ATOP A SAND DUNE. MARK IS ABOUT 2 EA0690'FEET (0.6 M) ABOVE THE ROAD AND PROJECTS ABOUT 10-INCHES ABOVE GROUND. EA0690'LOCATED 70.5 FT (21.5 M) SOUTHEAST OF THE CENTERLINE OF NC 50, 76.1 FT EA0690'(23.2 M) NORTHWEST OF THE NORTHWEST CORNER OF CROSSROADS CONDOMINIUM EA0690'BUILDING (NUMBER 136), 1.2 FT (0.4 M) NORTHWEST OF A METAL WITNESS EA0690'POST, 116.2 FT (35.4 M) NORTH OF AN ELECTRICAL SERVICE TRANSFORMER, EA0690'AND 119.6 FT (36.5 M) SOUTHEAST OF A TELEPHONE PEDESTAL BESIDE A POWER EA0690'POLE WITH THREE TRANSFORMERS AND WITH A REFERENCE TAG. EA0690 EA0690 STATION RECOVERY (1997) EA0690 EA0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA0690'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EA0690'ADDITIONS. MARK PROJECTS 1/2-FOOT ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6823 *********************************************************************** AB6823 CBN - This is a Cooperative Base Network Control Station. AB6823 DESIGNATION - HAMPSTEAD 2 RM 5 AB6823 PID - AB6823 AB6823 STATE/COUNTY- NC/PENDER AB6823 USGS QUAD - HAMPSTEAD (1970) AB6823 AB6823 *CURRENT SURVEY CONTROL AB6823 ___________________________________________________________________ AB6823* NAD 83(1986)- 34 22 17.08988(N) 077 42 19.71908(W) ADJUSTED AB6823* NAVD 88 - 17.27 (meters) 56.7 (feet) LEVELING AB6823 ___________________________________________________________________ AB6823 LAPLACE CORR- -3.81 (seconds) DEFLEC99 AB6823 GEOID HEIGHT- -37.13 (meters) GEOID99 AB6823 AB6823 HORZ ORDER - FIRST AB6823 VERT ORDER - THIRD ? AB6823 AB6823.The North Carolina/South Carolina HARNS have been completed but, AB6823.due to contractual restrictions, coordinates for these stations AB6823.will NOT be published in the near future. In the interim, the AB6823.published coordinates in North and South Carolina will not be AB6823.consistent with the Continuously Operating Reference Stations AB6823.(CORS). The HARN coordinates for these stations are available AB6823.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6823.Lapine(803-896-7700). AB6823. AB6823.In addition, the published North and South Carolina positions AB6823.(NAD 83 (1986)) are NOT consistent with those determined in AB6823.adjacent state readjustments. The discontinuity between stations AB6823.located in North or South Carolina and those in adjacent states AB6823.which have been adjusted to the HARN may be as much as 5 AB6823.decimeters. This will result in a significant loss of accuracy AB6823.over lines crossing such state borders. AB6823 AB6823 AB6823.The horizontal coordinates were established by GPS observations AB6823.and adjusted by the National Geodetic Survey in November 1996. AB6823 AB6823.The orthometric height was determined by differential leveling. AB6823.The vertical network tie was performed by a horz. field party for horz. AB6823.obs reductions. Reset procedures were used to establish the elevation. AB6823 AB6823.The Laplace correction was computed from DEFLEC99 derived deflections. AB6823 AB6823.The geoid height was determined by GEOID99. AB6823 AB6823; North East Units Scale Converg. AB6823;SPC NC - 69,712.044 728,667.778 MT 0.99998967 +0 44 49.8 AB6823;UTM 18 - 3,806,656.399 251,213.871 MT 1.00036300 -1 31 41.4 AB6823 AB6823 SUPERSEDED SURVEY CONTROL AB6823 AB6823.No superseded survey control is available for this station. AB6823 AB6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5121406656(NAD 83) AB6823_MARKER: DR = REFERENCE MARK DISK AB6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6823_STAMPING: HAMPSTEAD 2 NO 5 1988 AB6823_MARK LOGO: NCGS AB6823_PROJECTION: FLUSH AB6823_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6823+STABILITY: SURFACE MOTION AB6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6823+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1995 AB6823 AB6823 HISTORY - Date Condition Report By AB6823 HISTORY - UNK MONUMENTED NCGS AB6823 HISTORY - 19880522 GOOD NCGS AB6823 HISTORY - 19950126 GOOD NCGS AB6823 HISTORY - 19980304 GOOD NCGS AB6823 AB6823 STATION DESCRIPTION AB6823 AB6823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AB6823'STATION IS LOCATED IN HAMPSTEAD AT THE TOPSAIL MIDDLE SCHOOL. ALONG US AB6823'17 FOR 0.80 KM (0.50 MI) NORTHEAST FROM NC 210, IN BALLFIELD NORTHEAST AB6823'OF THE SCHOOL CAFETERIA. MARK IS ABOUT LEVEL WITH US 17 AND FLUSH WITH AB6823'GROUND. LOCATED 66.29 M (217.49 FT) SOUTH-SOUTHEAST OF THE CENTERLINE AB6823'OF US 17, 35.05 M (114.99 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE AB6823'BRICK CAFETERIA, 43.95 M (144.19 FT) NORTH OF THE NORTHEAST CORNER OF AB6823'A CONCRETE BLOCK BUILDING--AND 48.16 M (158.00 FT) NORTHWEST OF A AB6823'30-INCH OAK TREE, 64.16 M (210.50 FT) SOUTH OF A 30-INCH PINE AB6823'TREE--BOTH WITH REFERENCE TAGS. AB6823 AB6823 STATION RECOVERY (1995) AB6823 AB6823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6823'RECOVERED BY NCGS IN 1995. STATION IS LOCATED IN HAMPSTEAD AT THE AB6823'HAMPSTEAD CAMPUS OF CAPE FEAR COMMUNITY COLLEGE. ALONG US 17 FOR 0.5 AB6823'MI (0.8 KM) NORTHEAST FROM NC 210, IN BALLFIELD NORTHEAST OF THE OLD AB6823'SCHOOL CAFETERIA. MARK IS ABOUT LEVEL WITH US 17 AND FLUSH WITH THE AB6823'GROUND. LOCATED 217.5 FT (66.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE AB6823'OF US 17, 115.0 FT (35.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE AB6823'BRICK CAFETERIA, 144.2 FT (44.0 M) NORTH OF THE NORTHEAST CORNER OF A AB6823'CONCRETE BLOCK BUILDING--AND 158.0 FT (48.2 M) NORTHWEST OF A 30-INCH AB6823'OAK, 210.5 FT (64.2 M) SOUTH OF A 30-INCH PINE, 118.0 FT (36.0 M) EAST AB6823'OF A SERVICE POLE--ALL THREE WITH REFERENCE TAGS. AB6823 AB6823 STATION RECOVERY (1998) AB6823 AB6823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AB6823'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB3060 *********************************************************************** EB3060 CBN - This is a Cooperative Base Network Control Station. EB3060 PACS - This is a Primary Airport Control Station. EB3060 DESIGNATION - WALLACE CBL 000 EB3060 PID - EB3060 EB3060 STATE/COUNTY- NC/PENDER EB3060 USGS QUAD - WALLACE WEST (1984) EB3060 EB3060 *CURRENT SURVEY CONTROL EB3060 ___________________________________________________________________ EB3060* NAD 83(2001)- 34 43 03.38793(N) 078 00 34.59390(W) ADJUSTED EB3060* NAVD 88 - 11.111 (meters) 36.45 (feet) ADJUSTED EB3060 ___________________________________________________________________ EB3060 X - 1,090,324.420 (meters) COMP EB3060 Y - -5,133,806.749 (meters) COMP EB3060 Z - 3,612,146.092 (meters) COMP EB3060 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB3060 ELLIP HEIGHT- -24.97 (meters) (01/30/03) GPS OBS EB3060 GEOID HEIGHT- -36.09 (meters) GEOID99 EB3060 DYNAMIC HT - 11.100 (meters) 36.42 (feet) COMP EB3060 MODELED GRAV- 979,681.7 (mgal) NAVD 88 EB3060 EB3060 HORZ ORDER - B EB3060 VERT ORDER - SECOND CLASS II EB3060 ELLP ORDER - FOURTH CLASS II EB3060 EB3060.This mark is at Henderson Field Airport (ACZ) EB3060 EB3060.The North Carolina/South Carolina HARNS have been completed but, EB3060.due to contractual restrictions, coordinates for these stations EB3060.will NOT be published in the near future. In the interim, the EB3060.published coordinates in North and South Carolina will not be EB3060.consistent with the Continuously Operating Reference Stations EB3060.(CORS). The HARN coordinates for these stations are available EB3060.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB3060.Lapine(803-896-7700). EB3060. EB3060.In addition, the published North and South Carolina positions EB3060.(NAD 83 (1986)) are NOT consistent with those determined in EB3060.adjacent state readjustments. The discontinuity between stations EB3060.located in North or South Carolina and those in adjacent states EB3060.which have been adjusted to the HARN may be as much as 5 EB3060.decimeters. This will result in a significant loss of accuracy EB3060.over lines crossing such state borders. EB3060 EB3060 EB3060.The horizontal coordinates were established by GPS observations EB3060.and adjusted by the National Geodetic Survey in January 2003. EB3060.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EB3060.DATUM ITEM on the data sheet items page. EB3060 EB3060.The orthometric height was determined by differential leveling EB3060.and adjusted by the National Geodetic Survey in June 1991. EB3060 EB3060.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB3060 EB3060.The Laplace correction was computed from DEFLEC99 derived deflections. EB3060 EB3060.The ellipsoidal height was determined by GPS observations EB3060.and is referenced to NAD 83. EB3060 EB3060.The geoid height was determined by GEOID99. EB3060 EB3060.The dynamic height is computed by dividing the NAVD 88 EB3060.geopotential number by the normal gravity value computed on the EB3060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3060.degrees latitude (g = 980.6199 gals.). EB3060 EB3060.The modeled gravity was interpolated from observed gravity values. EB3060 EB3060; North East Units Scale Converg. EB3060;SPC NC - 107,790.341 700,312.526 MT 0.99991575 +0 34 17.8 EB3060;UTM 17 - 3,845,799.966 773,856.274 MT 1.00052447 +1 42 15.1 EB3060;UTM 18 - 3,845,852.517 224,383.118 MT 1.00053640 -1 42 54.5 EB3060 EB3060: Primary Azimuth Mark Grid Az EB3060:SPC NC - WALLACE CBL 1170 084 30 05.9 EB3060:UTM 17 - WALLACE CBL 1170 083 22 08.6 EB3060:UTM 18 - WALLACE CBL 1170 086 47 18.2 EB3060 EB3060|---------------------------------------------------------------------| EB3060| PID Reference Object Distance Geod. Az | EB3060| dddmmss.s | EB3060| EA3062 WALLACE CBL 1170 APPROX. 1.2 KM 0850423.7 | EB3060|---------------------------------------------------------------------| EB3060 EB3060 SUPERSEDED SURVEY CONTROL EB3060 EB3060 NAD 83(1995)- 34 43 03.38824(N) 078 00 34.59327(W) AD( ) B EB3060 ELLIP HT - -24.98 (m) (09/11/96) GP( ) 4 1 EB3060 NAD 83(1986)- 34 43 03.40337(N) 078 00 34.61093(W) AD( ) 1 EB3060 NAD 27 - 34 43 02.79668(N) 078 00 35.65580(W) AD( ) 3 EB3060 NGVD 29 - 11.5 (m) 38. (f) GPS OBS EB3060 EB3060.Superseded values are not recommended for survey control. EB3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3060.See file dsdata.txt to determine how the superseded data were derived. EB3060 EB3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7385645800(NAD 83) EB3060_MARKER: DH = HORIZONTAL CONTROL DISK EB3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3060_STAMPING: WALLACE 000 EB3060_MARK LOGO: NCGS EB3060_PROJECTION: FLUSH EB3060_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3060+STABILITY: SURFACE MOTION EB3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3060+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996 EB3060 EB3060 HISTORY - Date Condition Report By EB3060 HISTORY - 1982 MONUMENTED NCGS EB3060 HISTORY - 19821217 GOOD NCGS EB3060 HISTORY - 1986 GOOD NGS EB3060 HISTORY - 19930304 GOOD NGS EB3060 HISTORY - 19931012 GOOD NCGS EB3060 HISTORY - 19961120 GOOD NCGS EB3060 EB3060 STATION DESCRIPTION EB3060 EB3060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EB3060'1.7 MI SOUTHWEST FROM WALLACE. EB3060'PROCEED WEST ALONG NC 41 0.6 MILE FROM ITS INTERSECTION WITH US 117 EB3060'BUSINESS TO SR 1165 (AT THE FIRST BAPTIST CHURCH), THENCE SOUTH 1 EB3060'MILE ALONG SR 1165 TO SR 1350, THENCE SOUTHEAST 0.3 MILE ALONG SR EB3060'1350 TO THE AIRPORT TERMINAL, THENCE RIGHT FOR 0.4 MILE TO THE MARK. EB3060'MARK IS 201 FEET EAST OF THE WEST END OF RUNWAY AND TURNAROUND AREA, EB3060'30.7 FEET SOUTH OF THE SOUTHEAST CORNER OF 4 X 6 FOOT CONCRETE 23.5 EB3060'FEET NORTHEAST OF A RUNWAY LIGHT AND 16.9 FEET NORTH OF THE NORTH EB3060'EDGE OF RUNWAY. EB3060'THE MARK IS 0.5 FT BELOW RUNWAY. EB3060 EB3060 STATION RECOVERY (1982) EB3060 EB3060'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EB3060'THE BASE LINE IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF EB3060'BURGAW, 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF ROSE HILL, AND 0.8 KM (0.5 EB3060'MI) SOUTHWEST OF WALLACE AT THE WALLACE AIRPORT. THE BASE LINE RUNS EB3060'ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTH EDGE OF RUNWAY EB3060'(9-27). EB3060' EB3060'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST EB3060'END. IT CONSISTS OF THE 0, 150, 430, AND 1170 METER POINTS. THE BASE EB3060'LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION DISKS. EB3060' EB3060'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 117 EB3060'(NORWOOD STREET) AND STATE HIGHWAY 41 (MAIN STREET), LOCATED IN EB3060'DOWNTOWN WALLACE, GO WESTERLY ON STATE HIGHWAY 41 FOR 0.9 KM (0.6 MI) EB3060'TO THE INTERSECTION OF ROCKFISH STREET ON THE LEFT. TURN LEFT AND GO EB3060'SOUTHERLY ON ROCKFISH STREET FOR 0.8 KM (0.5 MI) TO A CONCRETE BRIDGE EB3060'OVER ROCKFISH CREEK AT THE DUPLIN-PENDER COUNTY LINE. CONTINUE EB3060'SOUTHWESTERLY ON WALLACE AIRPORT ROAD FOR 0.9 KM (0.6 MI) TO THE EB3060'INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH EB3060'CURVING TO EAST ON AIRPORT ROAD FOR 0.4 KM (0.2 MI) TO THE AIRPORT EB3060'OFFICE AND GATE LEADING TO THE AIRCRAFT PARKING AREA. PASS THROUGH THE EB3060'GATE AND GO SOUTHERLY CROSSING THE AIRCRAFT PARKING AREA ONTO THE EB3060'TAXIWAY FOR 0.10 KM (0.06 MI) TO THE NORTH EDGE OF RUNWAY (9-27). EB3060'TURN RIGHT AND GO WEST PARALLELING THE NORTH EDGE OF RUNWAY (9-27) FOR EB3060'0.53 KM (0.33 MI) TO THE 0-METER POINT NEAR THE WESTERN ONE OF TWO EB3060'VASI LIGHTS. EB3060' EB3060'THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK EB3060'STAMPED--WALLACE 000--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER EB3060'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 61.1 M EB3060'(200.5 FT) EAST OF THE WEST EDGE OF RUNWAY (9-27), 9.4 M (30.8 FT) EB3060'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, EB3060'7.2 M (23.6 FT) EAST-NORTHEAST OF RUNWAY LIGHT 45, AND 5.2 M (17.1 EB3060'FT) NORTH OF THE NORTH EDGE OF RUNWAY (9-27). EB3060' EB3060'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. EB3060'ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY EB3060'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. THE WALLACE EB3060'AIRPORT IS UNCONTROLLED. FOR INFORMATION ABOUT AIRPORT ACTIVITIES EB3060'PLEASE CONTACT MR. WAYNE RICH (919) 285-2027. EB3060' EB3060'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH EB3060'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE EB3060'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH EB3060'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. EB3060'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. EB3060 EB3060 STATION RECOVERY (1986) EB3060 EB3060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EB3060'THE STATION WAS RECOVERED AT THIS DATE. EB3060' EB3060'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EB3060'SOUTH OF WALLACE AND AT THE HENDERSON FIELD AIRPORT, WEST END, EB3060'NORTH SIDE OF RUNWAY 9. EB3060'OWNERSHIP--PUBLIC/TOWN OF WALLACE, TOWN HALL, WALLACE NC 28446, EB3060'PHONE 919-285-4136, MR. WAYNE RICH - MANAGER, 208 N ORANGE, WALLACE EB3060'NC 28466, PHONES- (AIRPORT) 919-285-9948, (HOME) 285-2027, (WORK) EB3060'522-4666. EB3060' EB3060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 117 EB3060'IN WALLACE, GO WEST FOR 1.0 KM (0.6 MI) ON HIGHWAY 41 TO A CROSS EB3060'STREET, ROCKFISH STREET. EB3060'TURN LEFT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON ROCKFISH STREET EB3060'(COUNTY ROAD 1307) TO A PAVED ROAD LEFT AT AIRPORT SIGN. EB3060'TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD TO THE EB3060'OPERATIONS BUILDING AND A GATE ON THE RIGHT. PASS THRU GATE AND GO EB3060'SOUTH FOR 0.2 KM (0.1 MI) ACROSS APRON AND RAMP TO THE RUNWAY. EB3060'TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) ALONG THE RUNWAY TO THE EB3060'TURNAROUND AND STATION ON THE RIGHT, NORTH SIDE OF RUNWAY. EB3060' EB3060'THE STATION IS A STANDARD NCGS DISK EB3060'STAMPED---WALLACE 000---, EB3060'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3060'28 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3060'17.07 METERS (56.0 FT) NORTH FROM THE APPROXIMATE CENTER OF RUNWAY EB3060'9, EB3060'21.95 METERS (72.0 FT) EAST FROM THE EAST EDGE OF TURNAROUND AND EB3060'9.91 METERS (32.5 FT) SOUTH FROM A VASI LIGHT. EB3060' EB3060'AZIMUTH MARK NO. 1 IS A STANDARD NCGS DISK EB3060'STAMPED---WALLACE 1170---, EB3060'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EB3060'28 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EB3060'22.25 METERS (73.0 FT) SOUTH FROM THE EDGE OF A DEEP DITCH, EB3060'20.42 METERS (67.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF EB3060'RUNWAY AT THE END OF PAVEMENT AND EB3060'12.10 METERS (39.7 FT) EAST FROM THE EAST EDGE OF THE TURNAROUND. EB3060'TO REACH THE AZIMUTH FROM THE STATION, EB3060'GO EAST FOR 1.1 KM (0.7 MI) ALONG THE RUNWAY TO THE MARK PAST END EB3060'OF PAVEMENT ON NORTH SIDE OF THE RUNWAY. EB3060' EB3060'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EB3060'MARCH 1986. EB3060' EB3060'THIS STATION SUITABLE FOR GPS SURVEYS. EB3060' EB3060'DESCRIBED BY K.R. WALLACE. EB3060 EB3060 STATION RECOVERY (1993) EB3060 EB3060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) EB3060'MARK IS A COMPONENT OF THE WALLACE CALIBRATION BASE LINE. LOCATED EB3060'ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF BURGAW, 11.3 KM (7.0 MI) EB3060'SOUTH-SOUTHEAST OF ROSE HILL AND 0.8 KM (0.5 MI) SOUTHWEST OF WALLACE EB3060'AT THE WALLACE AIRPORT. MARK IS NEAR THE EAST SIDE OF AN AIRCRAFT EB3060'TURNAROUND AREA ON THE WEST END OF RUNWAY (9-27) JUST SOUTH OF THE EB3060'WESTERN ONE OF TWO VASI LIGHTS. QUAD. WALLACE WEST. TO REACH FROM THE EB3060'JUNCTION OF U.S. HIGHWAY 117 (NORWOOD STEET) AND STATE HIGHWAY 41 EB3060'(MAIN STREET), LOCATED IN DOWNTOWN WALLACE, GO WESTERLY ON STATE EB3060'HIGHWAY 41 FOR 0.9 KM (0.6 MI) TO THE INTERSECTION OF ROCKFISH STREET EB3060'ON THE LEFT. TURN LEFT AND GO SOUTHERLY FOR 0.8 KM (0.5 MI) TO THE EB3060'CONCRETE BRIDGE OVER ROCKFISH CREEK AT THE PENDER-DUPLIN COUNTY LINE. EB3060'CONTINUE SOUTHWESTERLY ON WALLACE AIRPORT ROAD FOR 0.9 KM (0.6 MI) TO EB3060'THE INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH EB3060'THEN EAST FOR 0.4 KM (0.2 MI) TO THE AIRPORT OFFICE AND GATE. PASS EB3060'THROUGH GATE AND GO SOUTHERLY CROSSING THE AIRCRAFT PARKING AREA ONTO EB3060'THE TAXIWAY FOR 0.10 KM (0.06 MI) TO THE NORTH EDGE OF RUNWAY (9-27). EB3060'TURN RIGHT AND GO WEST PARALLELING THE NORTH EDGE OF THE RUNWAY FOR EB3060'0.53 KM (0.33 MI) TO THE MARK. MARK IS SET IN THE TOP OF A 30 CM (12 EB3060'IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE. IT IS 61.1 M EB3060'(200.5 FT) EAST OF THE WEST EDGE OF RUNWAY (9-27), 9.4 M (30.8 FT) EB3060'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE VASI LIGHT FOUNDATION, 7.2 EB3060'M (23.6 FT) EAST-NORTHEAST OF RUNWAY LIGHT NO. 45 AND 5.2 M (17.1 FT) EB3060'NORTH OF THE NORTH EDGE OF RUNWAY (9-27). FOR INFORMATION ABOUT EB3060'AIRPORT ACTIVITIES CONTACT MR. WAYNE RICH. FOR MORE INFORMATION EB3060'CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA EB3060'DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURUAL RESOURCES, P.O. BOX EB3060'27687, RALIEGH, NC 27611. DESCRIBED BY K. MCCAULEY EB3060 EB3060 STATION RECOVERY (1993) EB3060 EB3060'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EB3060'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WALLACE, IN DUPLIN EB3060'COUNTY, AT THE HENDERSON FIELD AIRPORT. PROCEED ALONG NC 41 (MAIN ST.) EB3060'FOR 0.6 MI (1.0 KM) WEST FROM US 117- IN WALLACE TO SR 1165-ROCKFISH EB3060'ST., THENCE SOUTH ALONG SR 1165 (CROSSING INTO PENDER COUNTY THE SR EB3060'BECOMES SR 1307) FOR 1.0 MI (1.6 KM) TO SR 1350, THENCE ALONG SR 1350 EB3060'FOR 0.25 MI (0.40 KM) EAST TO THE OPERATIONS BUILDING AND THE GATE EB3060'(USUALLY GATE IS LOCKED), PASSING THROUGH GATE, GO SOUTH ACROSS APRON EB3060'AND RAMP FOR 0.1 MI (0.2 KM) TO THE RUNWAY, THENCE WEST ALONG RUNWAY EB3060'FOR 0.35 MI (0.56 KM) TO THE TURN-AROUND TO RUNWAY 9 AND THE STATION EB3060'ON THE NORTH SIDE OF THE RUNWAY. MARK IS ABOUT LEVEL WITH THE RUNWAY, EB3060'AND IS FLUSH WITH THE GROUND. LOCATED 55.4 FT (16.9 M) NORTH OF THE EB3060'CENTERLINE OF THE RUNWAY 9, 72.0 FT (21.9 M) EAST OF THE NORTHEAST EB3060'EDGE OF THE TURN-AROUND, 32.5 FT (9.9 M) SOUTH OF A VASI LIGHT, AND EB3060'23.5 FT (7.2 M) EAST-NORTHEAST OF A RUNWAY LIGHT. EB3060 EB3060 STATION RECOVERY (1996) EB3060 EB3060'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EB3060'RECOVERED AS DESCRIBED. ADDITIONS AS FOLLOWS. 17.1 FT (5.2 M) NORTH EB3060'OF NORTH EDGE OF RUNWAY. WALLACE 150--54.8 FT NORTH OF CENTERLINE OF EB3060'RUNWAY. WALLACE 430--54.2 FT NORTH OF CENTERLINE OF RUNWAY. WALLACE EB3060'1170--LOCATED 30.0 FT (9.1 M) EAST-NORTHEAST OF THE NORTHERN MOST EB3060'RUNWAY END LIGHT. THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT EB3060'CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EA3062 *********************************************************************** EA3062 SACS - This is a Secondary Airport Control Station. EA3062 DESIGNATION - WALLACE CBL 1170 EA3062 PID - EA3062 EA3062 STATE/COUNTY- NC/PENDER EA3062 USGS QUAD - WALLACE EAST (1981) EA3062 EA3062 *CURRENT SURVEY CONTROL EA3062 ___________________________________________________________________ EA3062* NAD 83(2001)- 34 43 06.64547(N) 077 59 48.78261(W) ADJUSTED EA3062* NAVD 88 - 8.617 (meters) 28.27 (feet) ADJUSTED EA3062 ___________________________________________________________________ EA3062 X - 1,091,452.287 (meters) COMP EA3062 Y - -5,133,506.506 (meters) COMP EA3062 Z - 3,612,227.162 (meters) COMP EA3062 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EA3062 ELLIP HEIGHT- -27.50 (meters) (02/10/03) GPS OBS EA3062 GEOID HEIGHT- -36.12 (meters) GEOID99 EA3062 DYNAMIC HT - 8.609 (meters) 28.24 (feet) COMP EA3062 MODELED GRAV- 979,682.2 (mgal) NAVD 88 EA3062 EA3062 HORZ ORDER - FIRST EA3062 VERT ORDER - SECOND CLASS II EA3062 ELLP ORDER - FOURTH CLASS II EA3062 EA3062.This mark is at Henderson Field Airport (ACZ) EA3062 EA3062.The North Carolina/South Carolina HARNS have been completed but, EA3062.due to contractual restrictions, coordinates for these stations EA3062.will NOT be published in the near future. In the interim, the EA3062.published coordinates in North and South Carolina will not be EA3062.consistent with the Continuously Operating Reference Stations EA3062.(CORS). The HARN coordinates for these stations are available EA3062.upon request. Contact Gary Thompson(919-733-3836), or Lewis EA3062.Lapine(803-896-7700). EA3062. EA3062.In addition, the published North and South Carolina positions EA3062.(NAD 83 (1986)) are NOT consistent with those determined in EA3062.adjacent state readjustments. The discontinuity between stations EA3062.located in North or South Carolina and those in adjacent states EA3062.which have been adjusted to the HARN may be as much as 5 EA3062.decimeters. This will result in a significant loss of accuracy EA3062.over lines crossing such state borders. EA3062 EA3062 EA3062.The horizontal coordinates were established by GPS observations EA3062.and adjusted by the National Geodetic Survey in February 2003. EA3062.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EA3062.DATUM ITEM on the data sheet items page. EA3062 EA3062.The orthometric height was determined by differential leveling EA3062.and adjusted by the National Geodetic Survey in August 2000. EA3062.No vertical observational check was made to the station. EA3062 EA3062.The X, Y, and Z were computed from the position and the ellipsoidal ht. EA3062 EA3062.The Laplace correction was computed from DEFLEC99 derived deflections. EA3062 EA3062.The ellipsoidal height was determined by GPS observations EA3062.and is referenced to NAD 83. EA3062 EA3062.The geoid height was determined by GEOID99. EA3062 EA3062.The dynamic height is computed by dividing the NAVD 88 EA3062.geopotential number by the normal gravity value computed on the EA3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3062.degrees latitude (g = 980.6199 gals.). EA3062 EA3062.The modeled gravity was interpolated from observed gravity values. EA3062 EA3062; North East Units Scale Converg. EA3062;SPC NC - 107,902.412 701,477.007 MT 0.99991561 +0 34 44.3 EA3062;UTM 18 - 3,845,918.074 225,551.864 MT 1.00052848 -1 42 28.5 EA3062;UTM 17 - 3,845,935.114 775,019.023 MT 1.00053234 +1 42 41.3 EA3062 EA3062: Primary Azimuth Mark Grid Az EA3062:SPC NC - WALLACE CBL 000 264 30 05.5 EA3062:UTM 18 - WALLACE CBL 000 266 47 18.3 EA3062:UTM 17 - WALLACE CBL 000 263 22 08.5 EA3062 EA3062|---------------------------------------------------------------------| EA3062| PID Reference Object Distance Geod. Az | EA3062| dddmmss.s | EA3062| EB3060 WALLACE CBL 000 APPROX. 1.2 KM 2650449.8 | EA3062|---------------------------------------------------------------------| EA3062 EA3062 SUPERSEDED SURVEY CONTROL EA3062 EA3062 NAD 83(1995)- 34 43 06.64577(N) 077 59 48.78200(W) AD( ) 1 EA3062 ELLIP HT - -27.51 (m) (12/23/99) GP( ) 4 2 EA3062 NAD 83(1986)- 34 43 06.66164(N) 077 59 48.79963(W) AD( ) 3 EA3062 NAD 27 - 34 43 06.05509(N) 077 59 49.84593(W) AD( ) 3 EA3062 NGVD 29 - 9.0 (m) 30. (f) GPS OBS EA3062 EA3062.Superseded values are not recommended for survey control. EA3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3062.See file dsdata.txt to determine how the superseded data were derived. EA3062 EA3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2555245918(NAD 83) EA3062_MARKER: DH = HORIZONTAL CONTROL DISK EA3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3062_STAMPING: WALLACE 1170 EA3062_MARK LOGO: NCGS EA3062_PROJECTION: FLUSH EA3062_MAGNETIC: N = NO MAGNETIC MATERIAL EA3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3062+STABILITY: SURFACE MOTION EA3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3062+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999 EA3062 EA3062 HISTORY - Date Condition Report By EA3062 HISTORY - 1982 MONUMENTED NCGS EA3062 HISTORY - 19821217 GOOD NCGS EA3062 HISTORY - 1986 GOOD NGS EA3062 HISTORY - 19930304 GOOD NGS EA3062 HISTORY - 19990415 GOOD NCGS EA3062 EA3062 STATION DESCRIPTION EA3062 EA3062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EA3062'1.2 MI SSW FROM WALLACE. EA3062'PROCEED WEST ALONG NC 41 0.6 MILE FROM ITS INTERSECTION WITH US 117 EA3062'BUSINESS TO SR 1165 (AT THE FIRST BAPTIST CHURCH) THENCE SOUTH 1 MILE EA3062'ALONG SR 1165 TO SR 1350, THENCE SOUTHEAST 0.2 MILE ALONG SR 1350 TO EA3062'THE AIRPORT TERMINAL, THENCE SOUTH ALONG TAXIWAY (0.1 MILE) TO THE EA3062'RUNWAY, THENCE LEFT FOR 0.4 MILE ALONG RUNWAY TO THE MARK. MARK IS EA3062'98.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY, 68.4 FEET EA3062'SOUTHEAST OF THE NORTHEAST CORNER OF RUNWAY, 39.8 FEET EAST OF THE EA3062'EAST END OF RUNWAY AND 30.1 FEET EAST-NORTHEAST OF THE NORTH MOST EA3062'RUNWAY LIGHT. EA3062'THE MARK IS 0.5 FT BELOW RUNWAY. EA3062 EA3062 STATION RECOVERY (1982) EA3062 EA3062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA3062'THE BASE LINE IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF EA3062'BURGAW, 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF ROSE HILL, AND 0.8 KM (0.5 EA3062'MI) SOUTHWEST OF WALLACE AT THE WALLACE AIRPORT. THE BASE LINE RUNS EA3062'ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTH EDGE OF RUNWAY EA3062'(9-27). EA3062' EA3062'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST EA3062'END. IT CONSISTS OF THE 0, 150, 430, AND 1170 METER POINTS. THE BASE EA3062'LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION DISKS. EA3062' EA3062'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 117 EA3062'(NORWOOD STREET) AND STATE HIGHWAY 41 (MAIN STREET), LOCATED IN EA3062'DOWNTOWN WALLACE, GO WESTERLY ON STATE HIGHWAY 41 FOR 0.9 KM (0.6 MI) EA3062'TO THE INTERSECTION OF ROCKFISH STREET ON THE LEFT. TURN LEFT AND GO EA3062'SOUTHERLY ON ROCKFISH STREET FOR 0.8 KM (0.5 MI) TO A CONCRETE BRIDGE EA3062'OVER ROCKFISH CREEK AT THE DUPLIN-PENDER COUNTY LINE. CONTINUE EA3062'SOUTHWESTERLY ON WALLACE AIRPORT ROAD FOR 0.9 KM (0.6 MI) TO THE EA3062'INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH EA3062'CURVING TO EAST ON AIRPORT ROAD FOR 0.4 KM (0.2 MI) TO THE AIRPORT EA3062'OFFICE AND GATE LEADING TO THE AIRCRAFT PARKING AREA. PASS THROUGH THE EA3062'GATE AND GO SOUTHERLY CROSSING THE AIRCRAFT PARKING AREA ONTO THE EA3062'TAXIWAY FOR 0.10 KM (0.06 MI) TO THE NORTH EDGE OF RUNWAY (9-27). EA3062'TURN RIGHT AND GO WEST PARALLELING THE NORTH EDGE OF RUNWAY (9-27) FOR EA3062'0.53 KM (0.33 MI) TO THE 0-METER POINT NEAR THE WESTERN ONE OF TWO EA3062'VASI LIGHTS. EA3062' EA3062'THE 1170-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK EA3062'STAMPED--WALLACE 1170--, SET IN THE TOP OF A 46 CM (18 IN) DIAMETER EA3062'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.1 M EA3062'(98.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY (9-27), 20.8 M EA3062'(68.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF AN AIRCRAFT TURNAROUND, EA3062'12.0 M (39.4 FT) EAST OF THE EAST EDGE OF AN AIRCRAFT TURNAROUND, AND EA3062'4.8 M (15.7 FT) EAST-NORTHEAST OF THE EASTERN MOST RUNWAY END LIGHT. EA3062' EA3062'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. EA3062'ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY EA3062'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. THE WALLACE EA3062'AIRPORT IS UNCONTROLLED. FOR INFORMATION ABOUT AIRPORT ACTIVITIES EA3062'PLEASE CONTACT MR. WAYNE RICH (919) 285-2027. EA3062' EA3062'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH EA3062'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE EA3062'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH EA3062'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. EA3062'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. EA3062 EA3062 STATION RECOVERY (1986) EA3062 EA3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EA3062'THE STATION WAS RECOVERED AT THIS DATE. EA3062' EA3062'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EA3062'SOUTH OF WALLACE AND AT THE HENDERSON FIELD AIRPORT, NEAR THE END EA3062'OF RUNWAY 27. EA3062'OWNERSHIP--PUBLIC/TOWN OF WALLACE, TOWN HALL, WALLACE NC 28466, EA3062'PHONE 919-285-4136, MR. WAYNE RICH - MANAGER, 208 N ORANGE, WALLACE EA3062'NC 28466, PHONES- (AIRPORT) 919-285-9948, (HOME) 285-2027, (WORK) EA3062'522-4666. EA3062' EA3062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 117 EA3062'IN WALLACE, GO WEST FOR 1.0 KM (0.6 MI) ON HIGHWAY 41 TO A CROSS EA3062'STREET, ROCKFISH STREET. EA3062'TURN LEFT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON ROCKFISH STREET EA3062'(COUNTY ROAD 1307) TO A PAVED ROAD LEFT AT AIRPORT SIGN. EA3062'TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD TO THE EA3062'OPERATIONS BUILDING AND A GATE ON THE RIGHT. PASS THRU GATE AND GO EA3062'SOUTH FOR 0.2 KM (0.1 MI) ACROSS APRON AND RAMP TO THE RUNWAY. EA3062'TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ALONG THE RUNWAY TO THE EA3062'STATION PAST END OF PAVEMENT ON THE NORTH SIDE OF RUNWAY 27. EA3062' EA3062'THE STATION IS A STANDARD NCGS DISK EA3062'STAMPED---WALLACE 1170---, EA3062'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EA3062'28 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EA3062'22.25 METERS (73.0 FT) SOUTH FROM THE EDGE OF A DEEP DITCH, EA3062'20.42 METERS (67.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE EA3062'RUNWAY AT THE END OF PAVEMENT AND EA3062'12.10 METERS (39.7 FT) EAST FROM THE EAST EDGE OF A TURNAROUND. EA3062' EA3062'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EA3062'MARCH 1986. EA3062' EA3062'THIS STATION SUITABLE FOR GPS SURVEYS. EA3062' EA3062'DESCRIBED BY K.R. WALLACE. EA3062 EA3062 STATION RECOVERY (1993) EA3062 EA3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) EA3062'MARK IS A COMPONENT OF THE WALLACE CALIBRATION BASE LINE. LOCATED EA3062'ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF BURGAW, 11.3 KM (7.0 MI) EA3062'SOUTH-SOUTHEAST OF ROSE HILL AND 0.8 KM (0.5 MI) SOUTHWEST OF WALLACE EA3062'AT THE WALLACE AIRPORT. MARK IS NEAR THE NORTHERN MOST RUNWAY END EA3062'LIGHT ON THE EAST END OF RUNWAY (9-27). QUAD. WALLACE EAST. TO REACH EA3062'FROM THE JUNCTION OF U.S. HIGHWAY 117 (NORWOOD STEET) AND STATE EA3062'HIGHWAY 41 (MAIN STREET), LOCATED IN DOWNTOWN WALLACE, GO WESTERLY ON EA3062'STATE HIGHWAY 41 FOR 0.9 KM (0.6 MI) TO THE INTERSECTION OF ROCKFISH EA3062'STREET ON THE LEFT. TURN LEFT AND GO SOUTHERLY FOR 0.8 KM (0.5 MI) TO EA3062'THE CONCRETE BRIDGE OVER ROCKFISH CREEK AT THE PENDER-DUPLIN COUNTY EA3062'LINE. CONTINUE SOUTHWESTERLY ON WALLACE AIRPORT ROAD FOR 0.9 KM (0.6 EA3062'MI) TO THE INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO EA3062'SOUTH THEN EAST FOR 0.4 KM (0.2 MI) TO THE AIRPORT OFFICE AND GATE. EA3062'PASS THROUGH GATE AND GO SOUTHERLY CROSSING THE AIRCRAFT PARKING AREA EA3062'ONTO THE TAXIWAY FOR 0.10 KM (0.06 MI) TO THE NORTH EDGE OF RUNWAY EA3062'(9-27). TURN LEFT AND GO EAST PARALLELING THE NORTH EDGE OF THE EA3062'RUNWAY FOR 0.64 KM (0.40 MI) TO THE MARK. MARK IS SET IN THE TOP OF A EA3062'46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE. IT IS EA3062'30.1 M (98.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY (9-27), EA3062'20.8 M (68.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF AN AIRCRAFT EA3062'TURNAROUND, 12.0 M (39.4 FT) EAST OF THE EAST EDGE OF AN AICRAFT EA3062'TURNAROUND AND 4.8 M (15.7 FT) EAST-NORTHEAST OF THE NORTHERN MOST EA3062'RUNWAY END LIGHT. FOR INFORMATION ABOUT AIRPORT ACTIVITIES CONTACT MR. EA3062'WAYNE RICH. FOR MORE INFORMATION CONTACT MR. LARRY AKERS, CHIEF EA3062'GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, EA3062'HEALTH AND NATURUAL RESOURCES, P.O. BOX 27687, RALIEGH, NC 27611. EA3062'DESCRIBED BY K. MCCAULEY EA3062 EA3062 STATION RECOVERY (1999) EA3062 EA3062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EA3062'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NOTE TO ORIGINAL EA3062'DESCRIPTION. MARK IS 0.42 FEET (12.80 CM) OF STEM AND DISK IMPRESSION. EA3062'ALL OBSERVATIONS HAVE BEEN MADE TO EXISTING SURVEY DISK. THIS STATION EA3062'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.