1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI2160 *********************************************************************** AI2160 SACS - This is a Secondary Airport Control Station. AI2160 DESIGNATION - 5W4 A AI2160 PID - AI2160 AI2160 STATE/COUNTY- NC/HOKE AI2160 USGS QUAD - NICHOLSON CREEK (1982) AI2160 AI2160 *CURRENT SURVEY CONTROL AI2160 ___________________________________________________________________ AI2160* NAD 83(2001)- 35 01 03.27100(N) 079 11 20.83962(W) ADJUSTED AI2160* NAVD 88 - 88.154 (meters) 289.22 (feet) ADJUSTED AI2160 ___________________________________________________________________ AI2160 X - 980,858.375 (meters) COMP AI2160 Y - -5,136,541.282 (meters) COMP AI2160 Z - 3,639,495.751 (meters) COMP AI2160 LAPLACE CORR- -4.34 (seconds) DEFLEC99 AI2160 ELLIP HEIGHT- 55.45 (meters) (02/10/03) GPS OBS AI2160 GEOID HEIGHT- -32.69 (meters) GEOID99 AI2160 DYNAMIC HT - 88.072 (meters) 288.95 (feet) COMP AI2160 MODELED GRAV- 979,708.7 (mgal) NAVD 88 AI2160 AI2160 HORZ ORDER - FIRST AI2160 VERT ORDER - SECOND CLASS II AI2160 ELLP ORDER - FOURTH CLASS II AI2160 AI2160.This mark is at Raeford Airport (5W4) AI2160 AI2160.The North Carolina/South Carolina HARNS have been completed but, AI2160.due to contractual restrictions, coordinates for these stations AI2160.will NOT be published in the near future. In the interim, the AI2160.published coordinates in North and South Carolina will not be AI2160.consistent with the Continuously Operating Reference Stations AI2160.(CORS). The HARN coordinates for these stations are available AI2160.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2160.Lapine(803-896-7700). AI2160. AI2160.In addition, the published North and South Carolina positions AI2160.(NAD 83 (1986)) are NOT consistent with those determined in AI2160.adjacent state readjustments. The discontinuity between stations AI2160.located in North or South Carolina and those in adjacent states AI2160.which have been adjusted to the HARN may be as much as 5 AI2160.decimeters. This will result in a significant loss of accuracy AI2160.over lines crossing such state borders. AI2160 AI2160 AI2160.The horizontal coordinates were established by GPS observations AI2160.and adjusted by the National Geodetic Survey in February 2003. AI2160.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI2160.DATUM ITEM on the data sheet items page. AI2160 AI2160.The orthometric height was determined by differential leveling AI2160.and adjusted by the National Geodetic Survey in August 2000. AI2160.No vertical observational check was made to the station. AI2160 AI2160.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2160 AI2160.The Laplace correction was computed from DEFLEC99 derived deflections. AI2160 AI2160.The ellipsoidal height was determined by GPS observations AI2160.and is referenced to NAD 83. AI2160 AI2160.The geoid height was determined by GEOID99. AI2160 AI2160.The dynamic height is computed by dividing the NAVD 88 AI2160.geopotential number by the normal gravity value computed on the AI2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI2160.degrees latitude (g = 980.6199 gals.). AI2160 AI2160.The modeled gravity was interpolated from observed gravity values. AI2160 AI2160; North East Units Scale Converg. AI2160;SPC NC - 140,628.660 592,342.367 MT 0.99988090 -0 06 33.0 AI2160;UTM 17 - 3,876,490.629 665,219.735 MT 0.99993644 +1 02 21.7 AI2160 AI2160: Primary Azimuth Mark Grid Az AI2160:SPC NC - RAEFORD CBL 000 249 45 10.3 AI2160:UTM 17 - RAEFORD CBL 000 248 36 15.6 AI2160 AI2160|---------------------------------------------------------------------| AI2160| PID Reference Object Distance Geod. Az | AI2160| dddmmss.s | AI2160| EZ2734 RAEFORD CBL 000 499.580 METERS 2493837.3 | AI2160|---------------------------------------------------------------------| AI2160 AI2160 SUPERSEDED SURVEY CONTROL AI2160 AI2160 NAD 83(1995)- 35 01 03.27119(N) 079 11 20.83927(W) AD( ) 1 AI2160 ELLIP HT - 55.43 (m) (12/23/99) GP( ) 4 2 AI2160 AI2160.Superseded values are not recommended for survey control. AI2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2160.See file dsdata.txt to determine how the superseded data were derived. AI2160 AI2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6522076491(NAD 83) AI2160_MARKER: DH = HORIZONTAL CONTROL DISK AI2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2160_STAMPING: 5W4 A 1997 AI2160_MARK LOGO: NGS AI2160_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2160+STABILITY: SURFACE MOTION AI2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2160+SATELLITE: SATELLITE OBSERVATIONS - 1997 AI2160 AI2160 HISTORY - Date Condition Report By AI2160 HISTORY - 1997 MONUMENTED NCGS AI2160 AI2160 STATION DESCRIPTION AI2160 AI2160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AI2160'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHEAST OF RAEFORD AND 17.8 AI2160'MI (28.6 KM) WEST OF FAYETTEVILLE, AT THE RAEFORD MUNICIPAL AIRPORT. AI2160'ALONG SR 1302 (DOC BROWN ROAD) FOR 1.8 MI (2.9 KM) NORTHEAST FROM THE AI2160'US 401 BYPASS NORTHEAST OF RAEFORD, AT THE INTERSECTION WITH AIRPORT AI2160'DRIVE, AND IN THE NORTHEAST CORNER OF PARACHUTE DROP ZONE. MARK IS AI2160'LEVEL WITH SR 1302 AND FLUSH WITH THE GROUND. LOCATED 44.6 FT (13.6 M) AI2160'NORTHWEST OF CENTERLINE OF SR 1302, 137.1 FT (41.8 M) SOUTHWEST OF AI2160'CENTERLINE OF AIRPORT DRIVE, 90.0 FT (27.4 M) SOUTHWEST OF FLAG POLE, AI2160'319.0 FT (97.2 M) NORTHEAST OF WIND SOCK, AND 200.8 FT (61.2 M) AI2160'SOUTHEAST OF LIGHT POLE WITH REFERENCE TAG. THIS STATION IS DESIGNATED AI2160'AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ2737 *********************************************************************** EZ2737 SACS - This is a Secondary Airport Control Station. EZ2737 DESIGNATION - RAEFORD CBL 1030 EZ2737 PID - EZ2737 EZ2737 STATE/COUNTY- NC/HOKE EZ2737 USGS QUAD - NICHOLSON CREEK (1982) EZ2737 EZ2737 *CURRENT SURVEY CONTROL EZ2737 ___________________________________________________________________ EZ2737* NAD 83(2001)- 35 01 25.57289(N) 079 11 17.02479(W) ADJUSTED EZ2737* NAVD 88 - 92.109 (meters) 302.19 (feet) ADJUSTED EZ2737 ___________________________________________________________________ EZ2737 X - 980,879.996 (meters) COMP EZ2737 Y - -5,136,138.915 (meters) COMP EZ2737 Z - 3,640,060.870 (meters) COMP EZ2737 LAPLACE CORR- -4.36 (seconds) DEFLEC99 EZ2737 ELLIP HEIGHT- 59.41 (meters) (02/10/03) GPS OBS EZ2737 GEOID HEIGHT- -32.68 (meters) GEOID99 EZ2737 DYNAMIC HT - 92.024 (meters) 301.92 (feet) COMP EZ2737 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EZ2737 EZ2737 HORZ ORDER - FIRST EZ2737 VERT ORDER - SECOND CLASS II EZ2737 ELLP ORDER - FOURTH CLASS II EZ2737 EZ2737.This mark is at Raeford Airport (5W4) EZ2737 EZ2737.The North Carolina/South Carolina HARNS have been completed but, EZ2737.due to contractual restrictions, coordinates for these stations EZ2737.will NOT be published in the near future. In the interim, the EZ2737.published coordinates in North and South Carolina will not be EZ2737.consistent with the Continuously Operating Reference Stations EZ2737.(CORS). The HARN coordinates for these stations are available EZ2737.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ2737.Lapine(803-896-7700). EZ2737. EZ2737.In addition, the published North and South Carolina positions EZ2737.(NAD 83 (1986)) are NOT consistent with those determined in EZ2737.adjacent state readjustments. The discontinuity between stations EZ2737.located in North or South Carolina and those in adjacent states EZ2737.which have been adjusted to the HARN may be as much as 5 EZ2737.decimeters. This will result in a significant loss of accuracy EZ2737.over lines crossing such state borders. EZ2737 EZ2737 EZ2737.The horizontal coordinates were established by GPS observations EZ2737.and adjusted by the National Geodetic Survey in February 2003. EZ2737.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ2737.DATUM ITEM on the data sheet items page. EZ2737 EZ2737.The orthometric height was determined by differential leveling EZ2737.and adjusted by the National Geodetic Survey in June 1991. EZ2737 EZ2737.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ2737 EZ2737.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2737 EZ2737.The ellipsoidal height was determined by GPS observations EZ2737.and is referenced to NAD 83. EZ2737 EZ2737.The geoid height was determined by GEOID99. EZ2737 EZ2737.The dynamic height is computed by dividing the NAVD 88 EZ2737.geopotential number by the normal gravity value computed on the EZ2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2737.degrees latitude (g = 980.6199 gals.). EZ2737 EZ2737.The modeled gravity was interpolated from observed gravity values. EZ2737 EZ2737; North East Units Scale Converg. EZ2737;SPC NC - 141,315.669 592,440.372 MT 0.99988046 -0 06 30.8 EZ2737;UTM 17 - 3,877,179.502 665,303.954 MT 0.99993678 +1 02 24.5 EZ2737 EZ2737: Primary Azimuth Mark Grid Az EZ2737:SPC NC - RAEFORD CBL 000 213 22 19.9 EZ2737:UTM 17 - RAEFORD CBL 000 212 13 24.6 EZ2737 EZ2737|---------------------------------------------------------------------| EZ2737| PID Reference Object Distance Geod. Az | EZ2737| dddmmss.s | EZ2737| EZ2734 RAEFORD CBL 000 APPROX. 1.0 KM 2131549.1 | EZ2737|---------------------------------------------------------------------| EZ2737 EZ2737 SUPERSEDED SURVEY CONTROL EZ2737 EZ2737 NAD 83(1995)- 35 01 25.57308(N) 079 11 17.02444(W) AD( ) 1 EZ2737 ELLIP HT - 59.39 (m) (12/23/99) GP( ) 4 2 EZ2737 NAD 83(1986)- 35 01 25.58513(N) 079 11 17.02580(W) AD( ) 3 EZ2737 NAD 27 - 35 01 24.99632(N) 079 11 17.90237(W) AD( ) 3 EZ2737 NGVD 29 - 92.37 (m) 303.1 (f) LEVELING 3 EZ2737 EZ2737.Superseded values are not recommended for survey control. EZ2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2737.See file dsdata.txt to determine how the superseded data were derived. EZ2737 EZ2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6530477180(NAD 83) EZ2737_MARKER: DD = SURVEY DISK EZ2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2737_STAMPING: RAEFORD 1030 EZ2737_MARK LOGO: NCGS EZ2737_PROJECTION: RECESSED 3 CENTIMETERS EZ2737_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2737+STABILITY: SURFACE MOTION EZ2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2737+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996 EZ2737 EZ2737 HISTORY - Date Condition Report By EZ2737 HISTORY - 1982 MONUMENTED NCGS EZ2737 HISTORY - 19821217 GOOD NCGS EZ2737 HISTORY - 1986 GOOD NGS EZ2737 HISTORY - 19930226 GOOD NGS EZ2737 HISTORY - 19961120 GOOD NCGS EZ2737 EZ2737 STATION DESCRIPTION EZ2737 EZ2737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EZ2737'3.6 MI NE FROM RAEFORD. EZ2737'AT THE RAEFORD MUNICIPAL AIRPORT, AT THE NORTHEAST END OF THE EZ2737'RUNWAY, 13.7 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY PAVEMENT, EZ2737'51.0 FEET WEST OF CENTERLINE OF NORTHEAST END OF RUNWAY PAVEMENT, EZ2737'29.1 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF RUNWAY PAVEMENT AND EZ2737'37.0 FEET SOUTHWEST OF NORTHWEST RUNWAY LIGHT AT NORTHEAST END OF EZ2737'RUNWAY. THIS MONUMENT IS THE 1030 METER MONUMENT OF A EDMI BASELINE EZ2737'AND HAS NO HORIZONTAL CONTROL. EZ2737'THE MARK IS ABOVE LEVEL WITH RUNWAY. EZ2737 EZ2737 STATION RECOVERY (1982) EZ2737 EZ2737'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EZ2737'THE BASE LINE IS LOCATED ABOUT 29.0 KM (18.0 MI) WEST OF FAYETTEVILLE EZ2737'AND 4.8 KM (3.0 MI) NORTHEAST OF RAEFORD AT THE RAEFORD AIRPORT. THE EZ2737'BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTHWEST EZ2737'EDGE OF RUNWAY (4-22). EZ2737' EZ2737'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON EZ2737'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430 AND 1030 METER EZ2737'POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY EZ2737'TRIANGULATION DISKS. EZ2737' EZ2737'TO REACH THE 0-METER POINT FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY EZ2737'401 AND STATE HIGHWAY 211 (PROSPECT AVENUE), LOCATED ON THE WEST SIDE EZ2737'OF RAEFORD, GO NORTHERLY ON U.S. HIGHWAY 401 FOR 2.8 KM (1.7 MI) TO EZ2737'THE NORTH END OF THE CONCRETE BRIDGE OVER ROCKFISH CREEK. CONTINUE EZ2737'NORTHERLY ON U.S. HIGHWAY 401 FOR 0.4 KM (0.2 MI) TO THE INTERSECTION EZ2737'OF STATE ROAD 1302 (DOC BROWN ROAD) ON THE LEFT. TURN LEFT AND GO EZ2737'NORTHWEST CURVING TO WEST ON STATE ROAD 1302 FOR 1.2 KM (0.7 MI) TO A EZ2737'FORK. TAKE THE RIGHT FORK AND GO NORTHERLY ON STATE ROAD 1302 FOR 1.2 EZ2737'KM (0.7 MI) TO THE INTERSECTION OF A TRACK ROAD (LOCKHEED LANE) ON THE EZ2737'LEFT. *** NOTE TO REACH THE MAIN AIRPORT COMPLEX CONTINUE NORTHERLY EZ2737'ON STATE ROAD 1302 FOR 0.5 KM (0.3 MI) TO THE ENTRANCE DRIVE ON THE EZ2737'LEFT ***. TURN LEFT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.2 KM EZ2737'(0.12 MI) TO A DIM TRACK ON THE LEFT. TURN RIGHT AND GO EZ2737'NORTH-NORTHEAST CROSS-COUNTRY FOR 90 M (295 FT) TO THE 0-METER POINT EZ2737'NEAR THE SOUTHWESTERN CORNER OF RUNWAY (4-22). EZ2737' EZ2737'THE 1030-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK EZ2737'STAMPED--RAEFORD 1030--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER EZ2737'CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. EZ2737'IT IS 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A EZ2737'RUNWAY (4-22), AND 4.2 M (13.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF EZ2737'RUNWAY (4-22). EZ2737' EZ2737'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. EZ2737'ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY EZ2737'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. FOR SITE ACCESS EZ2737'PLEASE CONTACT MR. GENE THACKER, POST OFFICE DRAWER 1510, RAEFORD, NC EZ2737'28376. TELEPHONE (919) 875-3261. EZ2737' EZ2737'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH EZ2737'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE EZ2737'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH EZ2737'CAROLINA DEPARTMENT OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES, EZ2737'P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. EZ2737 EZ2737 STATION RECOVERY (1986) EZ2737 EZ2737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ2737'THE STATION WAS RECOVERED AT THIS DATE. EZ2737' EZ2737'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) EZ2737'NORTHEAST OF RAEFORD, ON THE RAEFORD MUNICIPAL AIRPORT, NEAR THE EZ2737'END OF RUNWAY 22. EZ2737'OWNERSHIP--PUBLIC/CITY OF RAEFORD, MR. TOM PHILLIPS - MANAGER, EZ2737'MUNICIPAL BUILDING, P.O. BOX 606, RAEFORD NC 28376, PHONE EZ2737'919-875-8161. PERMISSION BY MR. WAYNE BYRD, AIRPORT COMMISSION, N. EZ2737'MAIN AND CAMPUS AVE, RAEFORD NC 28376, PHONE 919-875-6346, EZ2737'919-875-8348 (HOME). EZ2737' EZ2737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND 401 EZ2737'BYPASS ABOUT 3.2 KM (2.0 MI) NORTH OF RAEFORD, GO SOUTHWESTERLY FOR EZ2737'3.2 KM (2.0 MI) ON HIGHWAY 401 BYPASS TO A PAVED ROAD RIGHT AT EZ2737'BLINKER LIGHT. TURN RIGHT AND GO WEST-SOUTHWEST FOR EZ2737'1.1 KM (0.7 MI) ON THE PAVED ROAD TO A PAVED Y-FORK. KEEP RIGHT EZ2737'AND GO NORTHEASTERLY FOR FOR 1.8 KM (1.1 MI) ON THE PAVED ROAD TO A EZ2737'GRANITE MEMORIAL 4 BY 6 FEET AND AIRPORT ENTRANCE LEFT. EZ2737'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ON THE PAVED ROAD TO EZ2737'THE PARKING AREA ON THE RIGHT AND BARRICADE AHEAD. PASS SOUTH END EZ2737'BARRICADE AND GO SOUTH-SOUTHWEST FOR 0.5 KM (0.3 MI) ACROSS APRON EZ2737'THEN DIRT TAXIWAY TO STATION RAEPORT 000 ON THE WEST SIDE, NEAR END EZ2737'OF RUNWAY 4. GO NORTHEAST FOR 1.0 KM (0.65 MI) ALONG THE NORTHWEST EZ2737'SIDE OF THE RUNWAY TO THE END OF RUNWAY 22 AND THE STATION. EZ2737' EZ2737'THE STATION IS A STANDARD NCGS DISK EZ2737'STAMPED---RAEFORD 1030---, EZ2737'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ2737'28 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ2737'15.39 METERS (50.5 FT) WEST FROM THE APPROXIMATE CENTER OF THE EZ2737'RUNWAY AT END OF PAVEMENT, EZ2737'11.19 METERS (36.7 FT) SOUTHWEST FROM THE NORTHWESTERNMOST ONE OF EZ2737'THREE RUNWAY MARKER LIGHTS AND EZ2737'8.81 METERS (28.9 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF EZ2737'THE RUNWAY. EZ2737' EZ2737'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ2737'MARCH 1986. EZ2737' EZ2737'THIS STATION SUITABLE FOR GPS SURVEYS. EZ2737' EZ2737'DESCRIBED BY K.R. WALLACE. EZ2737 EZ2737 STATION RECOVERY (1993) EZ2737 EZ2737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) EZ2737'MARK IS A COMPONENT OF THE RAEFORD CALIBRATION BASELINE. LOCATED EZ2737'ABOUT 29.0 KM (18.0 MI) WEST OF FAYETTEVILLE AND 4.8 KM (3.0 MI) EZ2737'NORTHEAST OF RAEFORD AT THE RAEFORD AIRPORT. MARK IS NEAR THE EZ2737'NORTHEASTERN CORNER OF RUNWAY (4-22). QUAD. NICHOLSON CREEK. TO REACH EZ2737'FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 211 EZ2737'(PROSPECT AVENUE), LOCATED ON THE WEST SIDE OF RAEFORD, GO NORTHERLY EZ2737'ON U.S. HIGHWAY 401 FOR 2.8 KM (1.7 MI) TO THE NORTH END OF THE EZ2737'CONCRETE BRIDGE OVER ROCKFISH CREEK. CONTINUE NORTHERLY FOR 0.4 KM EZ2737'(0.2 MI) TO THE INTERSECTION OF STATE ROAD 1302 (DOC BROWN ROAD)ON THE EZ2737'LEFT. TURN LEFT AND GO NORTHWEST CURVING TO THE WEST FOR 1.2 KM (0.7 EZ2737'MI) TO A FORK. TAKE THE RIGHT FORK AND GO NORTHERLY FOR 1.2 KM (0.7 EZ2737'MI) TO THE INTERSECTION OF A TRACK ROAD (LOCKHEED LANE) ON THE LEFT. EZ2737'TURN LEFT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.2 KM (0.1 MI) TO A EZ2737'DIM TRACK ON THE LEFT. TURN RIGHT AND GO NORTH-NORTHEAST EZ2737'CROSS-COUNTRY FOR 0.09 KM (0.06 MI) TO THE SOUTHWESTERN CORNER OF EZ2737'RUNWAY (4-22). CONTINUE NORTHEASTERLY FOLLOWING THE SOUTHWEST EDGE OF EZ2737'THE RUNWAY FOR 1.03 KM (0.64 MI) TO THE MARK. MARK IS SET IN THE TOP EZ2737'OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW EZ2737'GROUND SURFACE. IT IS 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE NORTHWEST EZ2737'CORNER OF RUNWAY (4-22), AND 4.2 M (13.8 FT) NORTHWEST OF THE EZ2737'NORTHWEST EDGE OF RUNWAY (4-22). FOR SITE ACCESS CONTACT MR. GENE EZ2737'THACKER, POST OFFICE DRAWER 1510, RAEFORD, NC 28376. FOR MORE EZ2737'INFORMATION CONTACT MR. LARRY AKERS, CHEIF GEODETIC SURVEY SECTION, EZ2737'NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL EZ2737'RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. DESCRIBED BY DAVID L. EZ2737'NOCK EZ2737 EZ2737 STATION RECOVERY (1996) EZ2737 EZ2737'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ2737'RECOVERED AS DESCRIBED. MARK IS ALSO 99.3 FT (30.3 M) SOUTH OF EZ2737'SOUTHWEST CORNER FENCE POST WITH REFERENCE TAG. THIS STATION IS EZ2737'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.