1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FZ2158 *********************************************************************** FZ2158 CBN - This is a Cooperative Base Network Control Station. FZ2158 DESIGNATION - GLENN FZ2158 PID - FZ2158 FZ2158 STATE/COUNTY- NC/ASHE FZ2158 USGS QUAD - GRAYSON (1976) FZ2158 FZ2158 *CURRENT SURVEY CONTROL FZ2158 ___________________________________________________________________ FZ2158* NAD 83(1986)- 36 34 52.73845(N) 081 40 36.90013(W) ADJUSTED FZ2158* NAVD 88 - 1518.6 (meters) 4982. (feet) GPS OBS FZ2158 ___________________________________________________________________ FZ2158 LAPLACE CORR- 2.43 (seconds) DEFLEC99 FZ2158 GEOID HEIGHT- -30.78 (meters) GEOID99 FZ2158 FZ2158 HORZ ORDER - FIRST FZ2158 FZ2158.The North Carolina/South Carolina HARNS have been completed but, FZ2158.due to contractual restrictions, coordinates for these stations FZ2158.will NOT be published in the near future. In the interim, the FZ2158.published coordinates in North and South Carolina will not be FZ2158.consistent with the Continuously Operating Reference Stations FZ2158.(CORS). The HARN coordinates for these stations are available FZ2158.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2158.Lapine(803-896-7700). FZ2158. FZ2158.In addition, the published North and South Carolina positions FZ2158.(NAD 83 (1986)) are NOT consistent with those determined in FZ2158.adjacent state readjustments. The discontinuity between stations FZ2158.located in North or South Carolina and those in adjacent states FZ2158.which have been adjusted to the HARN may be as much as 5 FZ2158.decimeters. This will result in a significant loss of accuracy FZ2158.over lines crossing such state borders. FZ2158 FZ2158 FZ2158.The horizontal coordinates were established by GPS observations FZ2158.and adjusted by the National Geodetic Survey in September 1993. FZ2158 FZ2158.The orthometric height was determined by GPS observations and a FZ2158.high-resolution geoid model. FZ2158 FZ2158.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2158 FZ2158.The geoid height was determined by GEOID99. FZ2158 FZ2158; North East Units Scale Converg. FZ2158;SPC NC - 317,339.261 370,019.298 MT 1.00014216 -1 32 42.1 FZ2158;SPC VA S - 1,032,303.881 3,215,717.064 MT 1.00003881 -1 55 41.3 FZ2158;SPC TN - 257,964.030 986,791.506 MT 1.00003335 +2 31 51.3 FZ2158;SPC TN - 846,336.99 3,237,498.47 sFT 1.00003335 +2 31 51.3 FZ2158;UTM 17 - 4,048,641.259 439,441.582 MT 0.99964518 -0 24 12.3 FZ2158 FZ2158: Primary Azimuth Mark Grid Az FZ2158:SPC NC - GLENN AZ MK 348 08 00.2 FZ2158:SPC VA S - GLENN AZ MK 348 30 59.4 FZ2158:SPC TN - GLENN AZ MK 344 03 26.8 FZ2158:UTM 17 - GLENN AZ MK 346 59 30.4 FZ2158 FZ2158|---------------------------------------------------------------------| FZ2158| PID Reference Object Distance Geod. Az | FZ2158| dddmmss.s | FZ2158| FZ2250 GLENN RM 1 34.220 METERS 14957 | FZ2158| FZ2251 GLENN RM 2 29.182 METERS 21003 | FZ2158| FZ2249 GLENN AZ MK 3463518.1 | FZ2158|---------------------------------------------------------------------| FZ2158 FZ2158 SUPERSEDED SURVEY CONTROL FZ2158 FZ2158 NAD 83(1986)- 36 34 52.73845(N) 081 40 36.90012(W) AD( ) 2 FZ2158 NAD 27 - 36 34 52.31319(N) 081 40 37.48753(W) AD( ) 2 FZ2158 NGVD 29 - 1518.6 (m) 4982. (f) GPS OBS FZ2158 FZ2158.Superseded values are not recommended for survey control. FZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2158.See file dsdata.txt to determine how the superseded data were derived. FZ2158 FZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3944248641(NAD 83) FZ2158_MARKER: DS = TRIANGULATION STATION DISK FZ2158_SETTING: 66 = SET IN ROCK OUTCROP FZ2158_STAMPING: GLENN 1934 FZ2158_MARK LOGO: CGS FZ2158_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2158+STABILITY: POSITION/ELEVATION WELL FZ2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2158+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1995 FZ2158 FZ2158 HISTORY - Date Condition Report By FZ2158 HISTORY - 1934 MONUMENTED CGS FZ2158 HISTORY - 1934 GOOD CGS FZ2158 HISTORY - 1979 GOOD NCGS FZ2158 HISTORY - 19910724 GOOD NCGS FZ2158 HISTORY - 19950126 GOOD NCGS FZ2158 FZ2158 STATION DESCRIPTION FZ2158 FZ2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH) FZ2158'ABOUT 7 MILES SOUTHEAST OF DAMASCUS, VA., ON HIGHEST PART OF HIGHEST FZ2158'KNOB AT JUNCTION FZ2158'OF STONE AND POND MOUNTAINS, ABOUT 40 FEET NORTH OF FZ2158'STUMP OF LARGE TREE, AND 6.8 FEET FZ2158'SOUTHEAST FROM OBTUSE-ANGLED FZ2158'JUNCTION OF FENCE LINES. TO REACH FROM WHITETOP, FZ2158'VA., CROSS OVERHEAD FZ2158'BRIDGE AND GO TO RIGHT 2.7 MILES OVER ROUGH FARM ROAD TO HOME OF FZ2158'ROBY W. SULLIVAN FZ2158'AT END OF TRUCK TRAVEL, FOLLOW DIM WAGON ROAD 1.5 MILES FZ2158'UP RIDGE TO STATION NORTH FZ2158'CAROLINA CORNER, FZ2158'GO SOUTHWEST 0.25 MILE ALONG RIDGE TO GAP, FZ2158'AND FOLLOW RIDGE SOUTHEAST FZ2158'0.25 MILE TO TOP OF KNOB AND STATION SITE. MARKED BY FZ2158'STANDARD FZ2158'STATION DISK IN BURIED ROCK. REFERENCE MARKS ARE STANDARD FZ2158'REFERENCE DISKS IN FZ2158'BURIED ROCKS. NO. 1 IS ON SOUTHERN FZ2158'DOWNWARD SLOPE OF KNOB AND IS 113.00 FZ2158'FEET FROM STATION S 30 DEG 03 MIN E. FZ2158'NO. 2 IS ON DOWNWARD SLOPE OF KNOB AND FZ2158'96.58 FEET FROM FZ2158'STATION S 30 DEG 03 MIN W. AZIMUTH MARK WAS ESTABLISHED FOR FZ2158'STATION NORTH FZ2158'CAROLINA CORNER AND IS STANDARD REFERENCE DISK IN FZ2158'BOULDER, STAMPED N. FZ2158'C. CORNER, ON NORTH SIDE OF TRAIL FZ2158'LEADING TO STATION, ABOUT 10 FEET NORTH-NORTHEAST FZ2158'OF LARGE TREE, AND FZ2158'0.4 MILE FROM STATION N 13 DEG 25 MIN W. FZ2158 FZ2158 STATION RECOVERY (1934) FZ2158 FZ2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FZ2158'RECOVERED IN GOOD CONDITION. FZ2158 FZ2158 STATION RECOVERY (1979) FZ2158 FZ2158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ES) FZ2158'ALL MARKS WERE RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE FZ2158'EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS 32.5 FEET NORTH OF FZ2158'WITNESS POST. THE ANGLE BETWEEN REFERENCE MARKS WAS OBSERVED, BUT NOT FZ2158'INCLUDED IN DATA OF 1971-1972 G-14799 AS SHOWN ABOVE AND SHOWS AN FZ2158'AGREEMENT OF 4 MINUTES (RMS BEING ABOUT 100 FEET FROM STATION). FZ2158' FZ2158'IT IS BELIEVED AFTER ADDITIONAL OBSERVATIONS AS SEEN ABOVE AND FZ2158'COMPARED TO THE ASTRO OBSERVATION IN 1972 (A PART OF G-14799 PROJECT) FZ2158'THAT THE DIRECTION TO--NORTH CAROLINA CORNER--AS PUBLISHED ARE IN ERRO FZ2158'BY ABOUT 30 SECONDS. DETAILS ARE SHOWN IN THIS (ASHE COUNTY) PROJECT. FZ2158 FZ2158 STATION RECOVERY (1991) FZ2158 FZ2158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2158'STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) NORTHWEST OF FZ2158'JEFFERSON, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF DAMASCUS, VA., 0.5 MI FZ2158'(0.8 KM) SOUTH OF THE NORTHWEST CORNER OF THE STATE, AND ABOUT ON FZ2158'HIGHEST KNOB AT JUNCTION OF STONE AND POND MOUNTAINS. FZ2158'PROCEED ALONG VA ROUTE 726 FOR ABOUT 1.6 MI (2.6 KM) SOUTH OF US 58 AT FZ2158'WHITE TOP GAP (ON THE WASHINGTON-GRAYSON COUNTY VIRGINIA LINE) TO FZ2158'WHITE TOP COMMUNITY (AT OLD RAILROAD CROSSING), THENCE WEST ALONG VA FZ2158'ROUTE 755 FOR ABOUT 1.7 MI (2.7 KM) TO END OF STATE MAINTENANCE, FZ2158'THENCE THROUGH GATE (USUALLY UNLOCKED) SOUTHWEST AND SOUTH ALONG A FZ2158'ROAD GENERALLY FOLLOWING A RIDGE (THE TENNESSEE VALLEY DIVIDE) FOR FZ2158'2.75 MI (4.43 KM) TO TOP OF MOUNTAIN AT THE DR. SHIVE RESIDENCE, AND FZ2158'STATION ON SOUTHEAST SIDE OF THE HOUSE AT AN OLD FENCE CORNER. FZ2158'MARK IS SET FLUSH IN A DRILL HOLE IN A BURIED ROCK OUTCROP, RECESSED 2 FZ2158'INCHES BELOW THE GROUND LEVEL. FZ2158'LOCATED 7.0 FT (2.1 M) SOUTHEAST OF A FENCE CORNER IN OBTUSE ANGLE OF FZ2158'THE FENCE, 195.0 FT (59.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FZ2158'HOUSE, 113.0 FT (34.4 M) EAST OF A WELL, AND 33.6 FT (10.2 M) NORTH FZ2158'OF A WITNESS SIGN POST. FZ2158'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED--GLENN NO 1 FZ2158'1934--, SET FLUSH IN DRILL HOLE IN A BURIED ROCK. LOCATED 113.O FT S FZ2158'30-O3E OF THE STATION. FZ2158'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED--GLENN NO 2 FZ2158'1934--, SET FLUSH IN DRILL HOLE IN A BURIED ROCK. LOCATED 96.58 FT FZ2158'(29.44 M) S 30-03E OF THE STATION. FZ2158 FZ2158 STATION RECOVERY (1995) FZ2158 FZ2158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FZ2158'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FZ3017 *********************************************************************** FZ3017 CBN - This is a Cooperative Base Network Control Station. FZ3017 DESIGNATION - THREE TOP FZ3017 PID - FZ3017 FZ3017 STATE/COUNTY- NC/ASHE FZ3017 USGS QUAD - WARRENSVILLE (1966) FZ3017 FZ3017 *CURRENT SURVEY CONTROL FZ3017 ___________________________________________________________________ FZ3017* NAD 83(1986)- 36 25 15.17793(N) 081 37 18.93412(W) ADJUSTED FZ3017* NAVD 88 - 878.63 (meters) 2882.6 (feet) LEVELING FZ3017 ___________________________________________________________________ FZ3017 LAPLACE CORR- -0.27 (seconds) DEFLEC99 FZ3017 GEOID HEIGHT- -30.91 (meters) GEOID99 FZ3017 FZ3017 HORZ ORDER - SECOND FZ3017 VERT ORDER - THIRD FZ3017 FZ3017.The North Carolina/South Carolina HARNS have been completed but, FZ3017.due to contractual restrictions, coordinates for these stations FZ3017.will NOT be published in the near future. In the interim, the FZ3017.published coordinates in North and South Carolina will not be FZ3017.consistent with the Continuously Operating Reference Stations FZ3017.(CORS). The HARN coordinates for these stations are available FZ3017.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ3017.Lapine(803-896-7700). FZ3017. FZ3017.In addition, the published North and South Carolina positions FZ3017.(NAD 83 (1986)) are NOT consistent with those determined in FZ3017.adjacent state readjustments. The discontinuity between stations FZ3017.located in North or South Carolina and those in adjacent states FZ3017.which have been adjusted to the HARN may be as much as 5 FZ3017.decimeters. This will result in a significant loss of accuracy FZ3017.over lines crossing such state borders. FZ3017 FZ3017 FZ3017.The horizontal coordinates were established by classical geodetic methods FZ3017.and adjusted by the National Geodetic Survey in September 1993. FZ3017 FZ3017.The orthometric height was determined by differential leveling. FZ3017.The vertical network tie was performed by a horz. field party for horz. FZ3017.obs reductions. Reset procedures were used to establish the elevation. FZ3017 FZ3017.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3017 FZ3017.The geoid height was determined by GEOID99. FZ3017 FZ3017; North East Units Scale Converg. FZ3017;SPC NC - 299,409.111 374,469.541 MT 1.00008088 -1 30 47.9 FZ3017;UTM 17 - 4,030,811.805 444,246.304 MT 0.99963830 -0 22 09.3 FZ3017 FZ3017|---------------------------------------------------------------------| FZ3017| PID Reference Object Distance Geod. Az | FZ3017| dddmmss.s | FZ3017| FZ2944 CRESTON 399.252 METERS 00146 | FZ3017|---------------------------------------------------------------------| FZ3017 FZ3017 SUPERSEDED SURVEY CONTROL FZ3017 FZ3017 NAD 83(1986)- 36 25 15.17793(N) 081 37 18.93412(W) AD( ) 1 FZ3017 NGVD 29 - 878.75 (m) 2883.0 (f) LEVELING 3 FZ3017 FZ3017.Superseded values are not recommended for survey control. FZ3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3017.See file dsdata.txt to determine how the superseded data were derived. FZ3017 FZ3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4424630812(NAD 83) FZ3017_MARKER: DH = HORIZONTAL CONTROL DISK FZ3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ3017_STAMPING: THREE TOP 1991 FZ3017_MARK LOGO: NCGS FZ3017_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3017+STABILITY: SURFACE MOTION FZ3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ3017+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 FZ3017 FZ3017 HISTORY - Date Condition Report By FZ3017 HISTORY - 1991 MONUMENTED NCGS FZ3017 HISTORY - 19930624 GOOD NCGS FZ3017 HISTORY - 19950131 GOOD NCGS FZ3017 HISTORY - 19970513 GOOD NCGS FZ3017 FZ3017 STATION DESCRIPTION FZ3017 FZ3017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3017'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF JEFFERSON, 6.4 MI FZ3017'(10.3 KM) WEST-SOUTHWEST OF WARRENSVILLE, IN CRESTON. FZ3017'PROCEED ALONG SR 1100 FOR 0.85 MI (1.37 KM) SOUTHWEST FROM NC 88 TO SR FZ3017'1264, OR 0.5 MI (0.8 KM) SOUTH OF THE POST OFFICE, IN THE SOUTHEAST FZ3017'QUADRANT OF THE T-INTERSECTION. FZ3017'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 12.6 FT FZ3017'(3.8 M) EAST OF THE CENTERLINE OF SR 1100, 43.5 FT (13.3 M) FZ3017'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1264, 66.3 FT (20.2 M) WEST OF FZ3017'THE NORTHWEST CORNER OF BRIDGE, 36.5 FT (11.1 M) SOUTHEAST OF AND FZ3017'ACROSS ROAD FROM THE CORNER OF A BRICK DRIVEWAY COLUMN, AND 82.0 FT FZ3017'(25.0 M) EAST OF AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF BRICK FZ3017'HOUSE. FZ3017 FZ3017 STATION RECOVERY (1993) FZ3017 FZ3017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (GWT) FZ3017'RECOVERED AS DESCRIBED. FZ3017 FZ3017 STATION RECOVERY (1995) FZ3017 FZ3017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FZ3017'RECOVERED AS DESCRIBED. FZ3017 FZ3017 STATION RECOVERY (1997) FZ3017 FZ3017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) FZ3017'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FZ2191 *********************************************************************** FZ2191 SACS - This is a Secondary Airport Control Station. FZ2191 DESIGNATION - W JEFFPORT AZ MK FZ2191 PID - FZ2191 FZ2191 STATE/COUNTY- NC/ASHE FZ2191 USGS QUAD - JEFFERSON (1998) FZ2191 FZ2191 *CURRENT SURVEY CONTROL FZ2191 ___________________________________________________________________ FZ2191* NAD 83(2001)- 36 25 55.23982(N) 081 25 12.12275(W) ADJUSTED FZ2191* NAVD 88 - 959.22 (meters) 3147.0 (feet) GPS OBS FZ2191 ___________________________________________________________________ FZ2191 X - 766,599.232 (meters) COMP FZ2191 Y - -5,080,916.459 (meters) COMP FZ2191 Z - 3,767,418.168 (meters) COMP FZ2191 LAPLACE CORR- -5.41 (seconds) DEFLEC99 FZ2191 ELLIP HEIGHT- 927.88 (meters) (01/30/03) GPS OBS FZ2191 GEOID HEIGHT- -31.32 (meters) GEOID99 FZ2191 FZ2191 HORZ ORDER - B FZ2191 ELLP ORDER - FOURTH CLASS II FZ2191 FZ2191.This mark is at Ashe County Airport (NC67) FZ2191 FZ2191.The North Carolina/South Carolina HARNS have been completed but, FZ2191.due to contractual restrictions, coordinates for these stations FZ2191.will NOT be published in the near future. In the interim, the FZ2191.published coordinates in North and South Carolina will not be FZ2191.consistent with the Continuously Operating Reference Stations FZ2191.(CORS). The HARN coordinates for these stations are available FZ2191.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2191.Lapine(803-896-7700). FZ2191. FZ2191.In addition, the published North and South Carolina positions FZ2191.(NAD 83 (1986)) are NOT consistent with those determined in FZ2191.adjacent state readjustments. The discontinuity between stations FZ2191.located in North or South Carolina and those in adjacent states FZ2191.which have been adjusted to the HARN may be as much as 5 FZ2191.decimeters. This will result in a significant loss of accuracy FZ2191.over lines crossing such state borders. FZ2191 FZ2191 FZ2191.The horizontal coordinates were established by GPS observations FZ2191.and adjusted by the National Geodetic Survey in January 2003. FZ2191.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FZ2191.DATUM ITEM on the data sheet items page. FZ2191 FZ2191.The orthometric height was determined by GPS observations and a FZ2191.high-resolution geoid model. FZ2191 FZ2191.GPS derived orthometric heights for airport stations designated as FZ2191.PACS or SACS are published to 2 decimal places. This maintains FZ2191.centimeter relative accuracy between the PACS and SACS. It does FZ2191.not indicate centimeter accuracy relative to other marks which are FZ2191.part of the NAVD 88 network. FZ2191 FZ2191.The X, Y, and Z were computed from the position and the ellipsoidal ht. FZ2191 FZ2191.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2191 FZ2191.The ellipsoidal height was determined by GPS observations FZ2191.and is referenced to NAD 83. FZ2191 FZ2191.The geoid height was determined by GEOID99. FZ2191 FZ2191; North East Units Scale Converg. FZ2191;SPC NC - 300,183.925 392,601.383 MT 1.00008487 -1 23 48.4 FZ2191;UTM 17 - 4,031,948.483 462,350.776 MT 0.99961746 -0 14 58.0 FZ2191 FZ2191: Primary Azimuth Mark Grid Az FZ2191:SPC NC - W JEFFPORT 277 15 00.9 FZ2191:UTM 17 - W JEFFPORT 276 06 10.5 FZ2191 FZ2191|---------------------------------------------------------------------| FZ2191| PID Reference Object Distance Geod. Az | FZ2191| dddmmss.s | FZ2191| FZ2190 W JEFFPORT APPROX. 0.5 KM 2755112.5 | FZ2191|---------------------------------------------------------------------| FZ2191 FZ2191 SUPERSEDED SURVEY CONTROL FZ2191 FZ2191 NAD 83(1995)- 36 25 55.24021(N) 081 25 12.12246(W) AD( ) B FZ2191 ELLIP HT - 927.90 (m) (12/21/98) GP( ) 4 1 FZ2191 NAD 83(1993)- 36 25 55.24453(N) 081 25 12.12803(W) AD( ) 2 FZ2191 NAD 83(1986)- 36 25 55.24980(N) 081 25 12.12942(W) AD( ) 2 FZ2191 NAD 83(1986)- 36 25 55.25867(N) 081 25 12.15489(W) AD( ) 3 FZ2191 NAD 27 - 36 25 54.80221(N) 081 25 12.73746(W) AD( ) 3 FZ2191 NGVD 29 - 959.3 (m) 3147. (f) GPS OBS FZ2191 FZ2191.Superseded values are not recommended for survey control. FZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2191.See file dsdata.txt to determine how the superseded data were derived. FZ2191 FZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6235131948(NAD 83) FZ2191_MARKER: DH = HORIZONTAL CONTROL DISK FZ2191_SETTING: 66 = SET IN ROCK OUTCROP FZ2191_STAMPING: W JEFFPORT 1985 FZ2191_MARK LOGO: NGS FZ2191_PROJECTION: FLUSH FZ2191_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2191+STABILITY: POSITION/ELEVATION WELL FZ2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2191+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1996 FZ2191 FZ2191 HISTORY - Date Condition Report By FZ2191 HISTORY - 1986 MONUMENTED NGS FZ2191 HISTORY - 1986 GOOD NGS FZ2191 HISTORY - 19860101 GOOD NCGS FZ2191 HISTORY - 19961113 GOOD NCGS FZ2191 FZ2191 STATION DESCRIPTION FZ2191 FZ2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) FZ2191'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) FZ2191'SOUTH OF THE NORTH CAROLINA-VIRGINIA STATE LINE, FZ2191'7.1 KM (4.4 MI) EAST-NORTHEAST OF WEST JEFFERSON AND AT THE ASHE FZ2191'COUNTY AIRPORT, ON SOUTH SIDE OF RUNWAY, NORTHEAST OF AIRPORT FZ2191'BUILDINGS. FZ2191'OWNERSHIP--ASHE COUNTY, JERRY SAWOTKA - AIRPORT MANAGER, 200 FZ2191'AIRPORT ROAD, JEFFERSON NC 28640, PHONE 919-982-3919. FZ2191' FZ2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND FZ2191'STATE HIGHWAY 88 IN JEFFERSON WHICH IS EAST OF SIGN (JEFFERSON AND FZ2191'HOSPITAL), GO EAST FOR 1.4 KM (0.9 MI) ON HIGHWAY 88 AND 221 TO THE FZ2191'JUNCTION OF STATE HIGHWAY 16 (HIGHWAY 21 GOES NORTH AND HIGHWAY 88 FZ2191'GOES EAST). FZ2191'TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON HIGHWAY 16 AND 221 TO FZ2191'A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY AND EASTERLY ON THE FZ2191'WINDING ROAD FOR 0.9 KM (0.55 MI) TO A SIDE ROAD RIGHT (AIRPORT FZ2191'SIGN AND FRIENDLY BAPTIST CHURCH SIGN BELOW). FZ2191'CONTINUE STRAIGHT AHEAD FOR 0.6 KM (0.4 MI) ON THE FZ2191'WINDING ROAD TO A SIDE ROAD RIGHT. FZ2191'TURN RIGHT AND GO EAST FOR 0.9 KM (0.55 MI) ON THE ROAD TO THE FZ2191'AIRPORT. TURN LEFT FOR ABOUT 30 METERS (100 FT) TO A GATE. PASS FZ2191'THRU GATE AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE RUNWAY. TURN FZ2191'RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) TO A RUNWAY LIGHT AND THE FZ2191'STATION, 35.66 METERS (117.0 FT) SOUTH OF THE EDGE OF RUNWAY. FZ2191' FZ2191'THE STATION IS A STANDARD NGS DISK FZ2191'STAMPED---W JEFFPORT 1985---, FZ2191'SET INTO A DRILL HOLE IN ROCK OUTCROP AT THE EAST END OF AN OUTCROP FZ2191'0.91 BY 3.66 METERS. LOCATED FZ2191'62.18 METERS (204.0 FT) NORTHEAST FROM A WINDSOCK THAT IS EAST OF FZ2191'THE AIRPORT BUILDING, FZ2191'61.81 METERS (202.8 FT) SOUTHWEST FROM A RUNWAY LIGHT ON SOUTH SIDE FZ2191'OF RUNWAY, FZ2191'47.24 METERS (155.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE FZ2191'RUNWAY AND FZ2191'33.07 METERS (108.5 FT) SOUTH-SOUTHEAST FROM A WHITE LIGHT ON SOUTH FZ2191'SIDE OF RUNWAY. FZ2191' FZ2191'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, FZ2191'MARCH 1986. FZ2191' FZ2191'THIS STATION SUITABLE FOR GPS SURVEYS. FZ2191' FZ2191'DESCRIBED BY J.N. LEONHARDT. FZ2191 FZ2191 STATION RECOVERY (1986) FZ2191 FZ2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 FZ2191'RECOVERED IN GOOD CONDITION. FZ2191 FZ2191 STATION RECOVERY (1986) FZ2191 FZ2191'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 FZ2191'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FZ2191 FZ2191 STATION RECOVERY (1996) FZ2191 FZ2191'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FZ2191'RECOVERED AS DESCRIBED, EXCEPT WIND SOCK HAS BEEN MOVED. THIS STATION FZ2191'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5657 *********************************************************************** AH5657 SACS - This is a Secondary Airport Control Station. AH5657 DESIGNATION - WEST JEFFERSON CBL 1400 AH5657 PID - AH5657 AH5657 STATE/COUNTY- NC/ASHE AH5657 USGS QUAD - JEFFERSON (1998) AH5657 AH5657 *CURRENT SURVEY CONTROL AH5657 ___________________________________________________________________ AH5657* NAD 83(2001)- 36 25 57.79035(N) 081 24 43.18221(W) ADJUSTED AH5657* NAVD 88 - 943.91 (meters) 3096.8 (feet) GPS OBS AH5657 ___________________________________________________________________ AH5657 X - 767,303.301 (meters) COMP AH5657 Y - -5,080,750.482 (meters) COMP AH5657 Z - 3,767,472.326 (meters) COMP AH5657 LAPLACE CORR- -5.31 (seconds) DEFLEC99 AH5657 ELLIP HEIGHT- 912.55 (meters) (01/30/03) GPS OBS AH5657 GEOID HEIGHT- -31.34 (meters) GEOID99 AH5657 AH5657 HORZ ORDER - B AH5657 ELLP ORDER - FOURTH CLASS II AH5657 AH5657.This mark is at Ashe County Airport (NC67) AH5657 AH5657.The North Carolina/South Carolina HARNS have been completed but, AH5657.due to contractual restrictions, coordinates for these stations AH5657.will NOT be published in the near future. In the interim, the AH5657.published coordinates in North and South Carolina will not be AH5657.consistent with the Continuously Operating Reference Stations AH5657.(CORS). The HARN coordinates for these stations are available AH5657.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5657.Lapine(803-896-7700). AH5657. AH5657.In addition, the published North and South Carolina positions AH5657.(NAD 83 (1986)) are NOT consistent with those determined in AH5657.adjacent state readjustments. The discontinuity between stations AH5657.located in North or South Carolina and those in adjacent states AH5657.which have been adjusted to the HARN may be as much as 5 AH5657.decimeters. This will result in a significant loss of accuracy AH5657.over lines crossing such state borders. AH5657 AH5657 AH5657.The horizontal coordinates were established by GPS observations AH5657.and adjusted by the National Geodetic Survey in January 2003. AH5657.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH5657.DATUM ITEM on the data sheet items page. AH5657 AH5657.The orthometric height was determined by GPS observations and a AH5657.high-resolution geoid model. AH5657 AH5657.GPS derived orthometric heights for airport stations designated as AH5657.PACS or SACS are published to 2 decimal places. This maintains AH5657.centimeter relative accuracy between the PACS and SACS. It does AH5657.not indicate centimeter accuracy relative to other marks which are AH5657.part of the NAVD 88 network. AH5657 AH5657.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH5657 AH5657.The Laplace correction was computed from DEFLEC99 derived deflections. AH5657 AH5657.The ellipsoidal height was determined by GPS observations AH5657.and is referenced to NAD 83. AH5657 AH5657.The geoid height was determined by GEOID99. AH5657 AH5657; North East Units Scale Converg. AH5657;SPC NC - 300,244.983 393,323.996 MT 1.00008513 -1 23 31.7 AH5657;UTM 17 - 4,032,023.963 463,071.684 MT 0.99961680 -0 14 40.8 AH5657 AH5657 SUPERSEDED SURVEY CONTROL AH5657 AH5657 NAD 83(1995)- 36 25 57.79073(N) 081 24 43.18193(W) AD( ) B AH5657 ELLIP HT - 912.57 (m) (12/21/98) GP( ) 4 1 AH5657 AH5657.Superseded values are not recommended for survey control. AH5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5657.See file dsdata.txt to determine how the superseded data were derived. AH5657 AH5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6307232024(NAD 83) AH5657_MARKER: DD = SURVEY DISK AH5657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5657_STAMPING: JEFF BASE 1400 1990 AH5657_MARK LOGO: NCGS AH5657_PROJECTION: FLUSH AH5657_MAGNETIC: N = NO MAGNETIC MATERIAL AH5657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5657+STABILITY: SURFACE MOTION AH5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5657+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998 AH5657 AH5657 HISTORY - Date Condition Report By AH5657 HISTORY - 1990 MONUMENTED NCGS AH5657 HISTORY - 19980604 GOOD NCGS AH5657 AH5657 STATION DESCRIPTION AH5657 AH5657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 AH5657'THE BASE LINE IS LOCATED ABOUT 7.1 KM (4.4. MI) EAST NORTHEAST OF WEST AH5657'JEFFERSON AT THE ASHE COUNTY AIRPORT ON THE NORTH SIDE AND PARALLEL TO AH5657'THE RUNWAY. AH5657' AH5657'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST AH5657'END. THE BASE LINE CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. AH5657'THERE IS NO 100 FT. TAPE CALIBRATION MARK. AH5657' AH5657'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 221 AH5657'AND SH1582 (FRIENDSHIP CHURCH RD), GO EAST ON SH1582 FOR 1.1 KM (0.7 AH5657'MI) TO THE INTERSECTION OF SH1582 AND SH1583, GO NORTH ON SH1583 FOR AH5657'0.7 KM (0.4 MI) TO AIRPORT RD ON THE RIGHT, TURN RIGHT ON AIRPORT RD AH5657'AND GO EAST FOR 0.4 KM (0.3 MI) TO A ROAD LEFT, TURN LEFT AND GO NORTH AH5657'ABOUT 200 M (700 FT) TO THE END OF THE ROAD, CONTINUE ABOUT ANOTHER 90 AH5657'M (300 FT) TO THE WEST END OF THE RUNWAY AND THE 0-METER POINT. AH5657' AH5657'THE 1400 METER POINT IS NCGS HORIZONTAL DISK STAMPED--1400 1990--, SET AH5657'IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH AH5657'THE SURFACE OF THE GROUND. IT IS AT THE EAST END OF THE RUNWAY, 50.9 M AH5657'(167.1 FT) NORTHEAST OF A RELI-A-LIGHT ON THE SOUTH SIDE OF THE AH5657'RUNWAY, 40.4 M (132.5 FT) EAST NORTHEAST OF THE CENTER OF THE EAST END AH5657'OF THE RUNWAY, 33.4 M (109.7 FT) EAST OF A RELI-A-LIGHT ON THE NORTH AH5657'SIDE OF THE RUNWAY, 23.2 M (76.2 FT) WEST OF A METAL DRAIN PIPE IN A AH5657'CONCRETE DITCH, AND 17.7 M (58.0 FT) NORTH OF THE PROJECTED CENTERLINE AH5657'OF THE RUNWAY. AH5657' AH5657'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AH5657'ELEVATIONS ARE FOR CBL USE ONLY. AH5657' AH5657'THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA AH5657'GEODETIC SURVEY. AH5657' AH5657'FOR MORE INFORMATION PLEASE CONTACT MR. GARY THOMPSON, AT- NORTH AH5657'CAROLINA GEODETIC SURVEY, 512 NORTH SALISBURY STREET, RALEIGH, NC AH5657'27604. PHONE (919) 733-3836, FAX (919) 733-4407. AH5657 AH5657 STATION RECOVERY (1998) AH5657 AH5657'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC) AH5657'STATION IS LOCATED 4.4 MI (7.1 KM) EAST-NORTHEAST OF WEST JEFFERSON, AH5657'AT THE ASHE COUNTY AIRPORT AT THE EAST END OF THE RUNWAY. MARK IS AH5657'LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND. LOCATED 58.0 FT (17.7 AH5657'M) NORTH OF THE CENTERLINE PROLONGATION OF THE EAST END OF THE RUNWAY, AH5657'109.7 FT (33.4 M) EAST OF A RELI-A-LIGHT ON THE NORTH SIDE OF THE AH5657'RUNWAY, 167.1 FT (50.9 M) NORTHEAST OF A RELI-A-LIGHT ON THE SOUTH AH5657'SIDE OF THE RUNWAY, 76.2 FT (23.2 M) WEST OF A METAL DRAIN PIPE IN A AH5657'CONCRETE DITCH, 132.5 FT (40.4 M) EAST-NORTHEAST OF THE CENTER OF THE AH5657'EAST END OF THE RUNWAY, 153.8 FT (46.9 M) NORTH-NORTHEAST OF A METAL AH5657'DRAIN PIPE IN A DITCH, AND 119.8 FT (36.5 M) EAST OF THE NORTHEAST AH5657'CORNER OF RUNWAY. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT AH5657'CONTROL STATION.