1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2916 *********************************************************************** FZ2916 DESIGNATION - 5 RJN FZ2916 PID - FZ2916 FZ2916 STATE/COUNTY- NC/ALLEGHANY FZ2916 USGS QUAD - LAUREL SPRINGS (1996) FZ2916 FZ2916 *CURRENT SURVEY CONTROL FZ2916 ___________________________________________________________________ FZ2916* NAD 83(1986)- 36 25 18.39136(N) 081 15 10.52545(W) ADJUSTED FZ2916* NAVD 88 - 852.33 (+/-2cm) 2796.4 (feet) VERTCON FZ2916 ___________________________________________________________________ FZ2916 LAPLACE CORR- -4.08 (seconds) DEFLEC99 FZ2916 GEOID HEIGHT- -31.80 (meters) GEOID99 FZ2916 FZ2916 HORZ ORDER - SECOND FZ2916 VERT ORDER - THIRD ? (See Below) FZ2916 FZ2916.The North Carolina/South Carolina HARNS have been completed but, FZ2916.due to contractual restrictions, coordinates for these stations FZ2916.will NOT be published in the near future. In the interim, the FZ2916.published coordinates in North and South Carolina will not be FZ2916.consistent with the Continuously Operating Reference Stations FZ2916.(CORS). The HARN coordinates for these stations are available FZ2916.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2916.Lapine(803-896-7700). FZ2916. FZ2916.In addition, the published North and South Carolina positions FZ2916.(NAD 83 (1986)) are NOT consistent with those determined in FZ2916.adjacent state readjustments. The discontinuity between stations FZ2916.located in North or South Carolina and those in adjacent states FZ2916.which have been adjusted to the HARN may be as much as 5 FZ2916.decimeters. This will result in a significant loss of accuracy FZ2916.over lines crossing such state borders. FZ2916 FZ2916 FZ2916.The horizontal coordinates were established by classical geodetic methods FZ2916.and adjusted by the National Geodetic Survey in September 1993. FZ2916 FZ2916.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2916.The vertical order pertains to the superseded datum. FZ2916 FZ2916.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2916 FZ2916.The geoid height was determined by GEOID99. FZ2916 FZ2916; North East Units Scale Converg. FZ2916;SPC NC - 298,695.616 407,557.404 MT 1.00008120 -1 18 01.2 FZ2916;UTM 17 - 4,030,760.871 477,326.564 MT 0.99960633 -0 09 00.6 FZ2916 FZ2916 SUPERSEDED SURVEY CONTROL FZ2916 FZ2916 NAD 83(1986)- 36 25 18.39136(N) 081 15 10.52545(W) AD( ) 1 FZ2916 NGVD 29 (10/27/97) 852.46 (m) 2796.8 (f) LEVELING 3 FZ2916 FZ2916.Superseded values are not recommended for survey control. FZ2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2916.See file dsdata.txt to determine how the superseded data were derived. FZ2916 FZ2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7732730761(NAD 83) FZ2916_MARKER: DD = SURVEY DISK FZ2916_SETTING: 32 = HEADWALL FZ2916_STAMPING: 5 RJN 1963 2797 FZ2916_MARK LOGO: USGS FZ2916_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2916+STABILITY: SURFACE MOTION FZ2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2916+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FZ2916 FZ2916 HISTORY - Date Condition Report By FZ2916 HISTORY - 1963 MONUMENTED USGS FZ2916 HISTORY - 19910625 GOOD NCGS FZ2916 HISTORY - 20030525 GOOD INDIV FZ2916 FZ2916 STATION DESCRIPTION FZ2916 FZ2916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2916'STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF SPARTA, 0.9 MI FZ2916'(1.4 KM) NORTHEAST OF LAUREL SPRINGS. FZ2916'ALONG NC 18 FOR 1.0 MI (1.6 KM) NORTHEAST FROM NC 88 (AT THE LAUREL FZ2916'SPRINGS POST OFFICE) TO NC 113, IN THE WEST QUADRANT OF THE FZ2916'T-INTERSECTION, IN THE NORTHWEST HEADWALL OF HIGHWAY TWIN CHANNEL BOX FZ2916'CULVERT. FZ2916'MARK IS ABOUT 3 FEET LOWER THAN HIGHWAY. LOCATED 18.7 FT (5.7 M) FZ2916'NORTHWEST OF THE CENTERLINE OF NC 18, 117.3 FT (35.8 M) SOUTHWEST OF FZ2916'THE CENTERLINE OF NC 113, AND 1.6 FT (0.5 M) SOUTHWEST OF THE FZ2916'NORTHEAST END OF HEADWALL. FZ2916 FZ2916 STATION RECOVERY (2003) FZ2916 FZ2916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2916'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ1558 *********************************************************************** AJ1558 DESIGNATION - DIVIDE AJ1558 PID - AJ1558 AJ1558 STATE/COUNTY- NC/ALLEGHANY AJ1558 USGS QUAD - MC GRADY (1984) AJ1558 AJ1558 *CURRENT SURVEY CONTROL AJ1558 ___________________________________________________________________ AJ1558* NAD 83(1986)- 36 22 14.28393(N) 081 14 19.68440(W) ADJUSTED AJ1558* NAVD 88 - 932.7 (meters) 3060. (feet) GPS OBS AJ1558 ___________________________________________________________________ AJ1558 LAPLACE CORR- -6.42 (seconds) DEFLEC99 AJ1558 GEOID HEIGHT- -32.08 (meters) GEOID99 AJ1558 AJ1558 HORZ ORDER - FIRST AJ1558 AJ1558.The North Carolina/South Carolina HARNS have been completed but, AJ1558.due to contractual restrictions, coordinates for these stations AJ1558.will NOT be published in the near future. In the interim, the AJ1558.published coordinates in North and South Carolina will not be AJ1558.consistent with the Continuously Operating Reference Stations AJ1558.(CORS). The HARN coordinates for these stations are available AJ1558.upon request. Contact Gary Thompson(919-733-3836), or Lewis AJ1558.Lapine(803-896-7700). AJ1558. AJ1558.In addition, the published North and South Carolina positions AJ1558.(NAD 83 (1986)) are NOT consistent with those determined in AJ1558.adjacent state readjustments. The discontinuity between stations AJ1558.located in North or South Carolina and those in adjacent states AJ1558.which have been adjusted to the HARN may be as much as 5 AJ1558.decimeters. This will result in a significant loss of accuracy AJ1558.over lines crossing such state borders. AJ1558 AJ1558 AJ1558.The horizontal coordinates were established by GPS observations AJ1558.and adjusted by the National Geodetic Survey in January 2001. AJ1558 AJ1558.The orthometric height was determined by GPS observations and a AJ1558.high-resolution geoid model. AJ1558 AJ1558.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1558 AJ1558.The geoid height was determined by GEOID99. AJ1558 AJ1558; North East Units Scale Converg. AJ1558;SPC NC - 292,993.070 408,695.723 MT 1.00006332 -1 17 31.8 AJ1558;UTM 17 - 4,025,084.976 478,578.555 MT 0.99960565 -0 08 29.8 AJ1558 AJ1558 SUPERSEDED SURVEY CONTROL AJ1558 AJ1558.No superseded survey control is available for this station. AJ1558 AJ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7857925085(NAD 83) AJ1558_MARKER: DH = HORIZONTAL CONTROL DISK AJ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ1558_STAMPING: DIVIDE 1994 AJ1558_MARK LOGO: NCGS AJ1558_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AJ1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ1558+STABILITY: SURFACE MOTION AJ1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1558+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003 AJ1558 AJ1558 HISTORY - Date Condition Report By AJ1558 HISTORY - 1994 MONUMENTED NCGS AJ1558 HISTORY - 20030608 GOOD INDIV AJ1558 AJ1558 STATION DESCRIPTION AJ1558 AJ1558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) AJ1558'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF LAUREL AJ1558'SPRINGS AND 13.3 MI (21.4 KM) EAST-SOUTHEAST OF JEFFERSON NEAR THE AJ1558'ALLEGHANY-WILKES COUNTY LINE AND CONTINENTAL DIVIDE. AJ1558'ALONG NC 18 FOR 1.75 MI (2.82 KM) SOUTH FROM THE BLUE RIDGE PARKWAY AJ1558'OVERPASS (NEAR LAUREL SPRINGS) , AT SR 1183 (MULBERRY GAP ROAD) , AND AJ1558'ABOUT 250 FT (76.2 M) NORTHWEST OF THE COUNTY LINE. AJ1558'MARK IS ABOUT 2-FEET LOWER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED AJ1558'25.5 FT (7.8 M) SOUTHWEST OF THE CENTERLINE OF NC 18, 122.0 FT (37.2 AJ1558'M) SOUTHEAST OF CENTERLINE INTERSECTION OF NC 18 AND SR 1183, 1.3 FT AJ1558'(0.4 M) NORTHEAST OF A WITNESS POST--AND 44.7 FT (13.6 M) SOUTHWEST OF AJ1558'A SIGN POST--ICE AT INTERVALS--, 94.9 FT (28.9 M) NORTHWEST OF A SIGN AJ1558'POST--EASTERN CONTINENTAL DIVIDE--BOTH WITH REFERENCE TAGS. AJ1558 AJ1558 STATION RECOVERY (2003) AJ1558 AJ1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) AJ1558'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2679 *********************************************************************** FZ2679 DESIGNATION - DOUGHTON FZ2679 PID - FZ2679 FZ2679 STATE/COUNTY- NC/ALLEGHANY FZ2679 USGS QUAD - SPARTA EAST (1991) FZ2679 FZ2679 *CURRENT SURVEY CONTROL FZ2679 ___________________________________________________________________ FZ2679* NAD 83(1986)- 36 32 26.00462(N) 081 07 10.50829(W) ADJUSTED FZ2679* NAVD 88 - 1097.5 (meters) 3601. (feet) VERTCON FZ2679 ___________________________________________________________________ FZ2679 LAPLACE CORR- -3.41 (seconds) DEFLEC99 FZ2679 GEOID HEIGHT- -31.85 (meters) GEOID99 FZ2679 FZ2679 HORZ ORDER - SECOND FZ2679 FZ2679.The North Carolina/South Carolina HARNS have been completed but, FZ2679.due to contractual restrictions, coordinates for these stations FZ2679.will NOT be published in the near future. In the interim, the FZ2679.published coordinates in North and South Carolina will not be FZ2679.consistent with the Continuously Operating Reference Stations FZ2679.(CORS). The HARN coordinates for these stations are available FZ2679.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2679.Lapine(803-896-7700). FZ2679. FZ2679.In addition, the published North and South Carolina positions FZ2679.(NAD 83 (1986)) are NOT consistent with those determined in FZ2679.adjacent state readjustments. The discontinuity between stations FZ2679.located in North or South Carolina and those in adjacent states FZ2679.which have been adjusted to the HARN may be as much as 5 FZ2679.decimeters. This will result in a significant loss of accuracy FZ2679.over lines crossing such state borders. FZ2679 FZ2679 FZ2679.The horizontal coordinates were established by classical geodetic methods FZ2679.and adjusted by the National Geodetic Survey in September 1993. FZ2679 FZ2679.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2679 FZ2679.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2679 FZ2679.The geoid height was determined by GEOID99. FZ2679 FZ2679; North East Units Scale Converg. FZ2679;SPC NC - 311,611.553 419,794.829 MT 1.00012584 -1 13 24.1 FZ2679;SPC VA S - 1,026,251.221 3,265,449.566 MT 1.00004873 -1 35 23.6 FZ2679;UTM 17 - 4,043,913.472 489,296.062 MT 0.99960141 -0 04 16.3 FZ2679 FZ2679: Primary Azimuth Mark Grid Az FZ2679:SPC NC - AIR BELLOWS GAP LOOKOUT TOWER 179 57 57.5 FZ2679:SPC VA S - AIR BELLOWS GAP LOOKOUT TOWER 180 19 57.0 FZ2679:UTM 17 - AIR BELLOWS GAP LOOKOUT TOWER 178 48 49.7 FZ2679 FZ2679|---------------------------------------------------------------------| FZ2679| PID Reference Object Distance Geod. Az | FZ2679| dddmmss.s | FZ2679| FZ2806 TT 5 W 50.081 METERS 02334 | FZ2679| FZ2627 AIR BELLOWS GAP LOOKOUT TOWER APPROX.12.2 KM 1784433.4 | FZ2679|---------------------------------------------------------------------| FZ2679 FZ2679 SUPERSEDED SURVEY CONTROL FZ2679 FZ2679 NAD 83(1986)- 36 32 26.00462(N) 081 07 10.50829(W) AD( ) 1 FZ2679 NAD 83(1986)- 36 32 26.00618(N) 081 07 10.50976(W) AD( ) 2 FZ2679 NGVD 29 (06/26/91) 1097.6 (m) 3601. (f) VERT ANG FZ2679 FZ2679.Superseded values are not recommended for survey control. FZ2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2679.See file dsdata.txt to determine how the superseded data were derived. FZ2679 FZ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8929643913(NAD 83) FZ2679_MARKER: DH = HORIZONTAL CONTROL DISK FZ2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2679_STAMPING: DOUGHTON 1985 FZ2679_MARK LOGO: NCGS FZ2679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2679+STABILITY: SURFACE MOTION FZ2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2679+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003 FZ2679 FZ2679 HISTORY - Date Condition Report By FZ2679 HISTORY - 1985 MONUMENTED NCGS FZ2679 HISTORY - 1985 GOOD NCGS FZ2679 HISTORY - 19910918 GOOD NCGS FZ2679 HISTORY - 20030921 GOOD INDIV FZ2679 FZ2679 STATION DESCRIPTION FZ2679 FZ2679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT) FZ2679'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTH OF SPARTA. FZ2679' FZ2679'PROCEED ALONG NC 18 FOR 0.15 KM (0.1 MI) NORTHEAST FROM US 21 (IN FZ2679'SPARTA) TO SR 1403 (GRAYSON ST.), THENCE NORTH ALONG SR 1403 FOR 3.0 FZ2679'KM ( 1.85 MI) TO A PASTURE ROAD WITH GATE, 0.7 KM (0.45 MI) NORTH OF FZ2679'SR 1418, THENCE NORTH ALONG PASTURE RD. FOR 1.55 KM (0.95 MI) TO FZ2679'HIGHEST POINT OF BALD MOUNTAIN. FZ2679' FZ2679'STATION IS A STANDARD NCGS HORIZONTAL DISK STAMPED---DOUGHTON FZ2679'1985---, SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FZ2679'PROJECTING 5 CM ABOVE GROUND SURFACE. LOCATED 39.2 METERS ( 128.5 FZ2679'FEET) NORTH-NORTHEAST OF CHISELED X ON ROCK OUTCROP AND 50.3 METERS FZ2679'( 165.0 SLOPEFEET) SOUTHWEST OF BENCH MARK TT 5 W USGS. FZ2679' FZ2679'TT 5 W USGS IS 50.3 METERS ( 165.0 FEET) NORTHEAST OF STATION ON FZ2679'NORTHEAST SLOPE OF BALD TOP SET IN DRILL HOLE OF ROCK OUTCROP WHICH FZ2679'PROJECTS 0.5 METERS (1.5 FEET). FZ2679' FZ2679'STATION IS NOT A BENCH MARK. FZ2679 FZ2679 STATION RECOVERY (1985) FZ2679 FZ2679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2679'RECOVERED IN GOOD CONDITION. FZ2679 FZ2679 STATION RECOVERY (1991) FZ2679 FZ2679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2679'RECOVERED IN GOOD CONDITION. FZ2679 FZ2679 STATION RECOVERY (2003) FZ2679 FZ2679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2679'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2691 *********************************************************************** FZ2691 DESIGNATION - FENDER FZ2691 PID - FZ2691 FZ2691 STATE/COUNTY- NC/ALLEGHANY FZ2691 USGS QUAD - WHITEHEAD (1998) FZ2691 FZ2691 *CURRENT SURVEY CONTROL FZ2691 ___________________________________________________________________ FZ2691* NAD 83(1986)- 36 29 25.36900(N) 081 10 33.78725(W) ADJUSTED FZ2691* NAVD 88 - 1219.2 (meters) 4000. (feet) VERTCON FZ2691 ___________________________________________________________________ FZ2691 LAPLACE CORR- -3.83 (seconds) DEFLEC99 FZ2691 GEOID HEIGHT- -31.80 (meters) GEOID99 FZ2691 FZ2691 HORZ ORDER - SECOND FZ2691 FZ2691.The North Carolina/South Carolina HARNS have been completed but, FZ2691.due to contractual restrictions, coordinates for these stations FZ2691.will NOT be published in the near future. In the interim, the FZ2691.published coordinates in North and South Carolina will not be FZ2691.consistent with the Continuously Operating Reference Stations FZ2691.(CORS). The HARN coordinates for these stations are available FZ2691.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2691.Lapine(803-896-7700). FZ2691. FZ2691.In addition, the published North and South Carolina positions FZ2691.(NAD 83 (1986)) are NOT consistent with those determined in FZ2691.adjacent state readjustments. The discontinuity between stations FZ2691.located in North or South Carolina and those in adjacent states FZ2691.which have been adjusted to the HARN may be as much as 5 FZ2691.decimeters. This will result in a significant loss of accuracy FZ2691.over lines crossing such state borders. FZ2691 FZ2691 FZ2691.The horizontal coordinates were established by classical geodetic methods FZ2691.and adjusted by the National Geodetic Survey in June 1991. FZ2691 FZ2691.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2691 FZ2691.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2691 FZ2691.The geoid height was determined by GEOID99. FZ2691 FZ2691; North East Units Scale Converg. FZ2691;SPC NC - 306,153.625 414,617.073 MT 1.00010645 -1 15 21.4 FZ2691;UTM 17 - 4,038,355.433 484,231.658 MT 0.99960306 -0 06 16.9 FZ2691 FZ2691: Primary Azimuth Mark Grid Az FZ2691:SPC NC - SPARTA MUN WATER TANK 068 09 14.5 FZ2691:UTM 17 - SPARTA MUN WATER TANK 067 00 10.0 FZ2691 FZ2691|---------------------------------------------------------------------| FZ2691| PID Reference Object Distance Geod. Az | FZ2691| dddmmss.s | FZ2691| FZ2794 SPARTA MUN WATER TANK APPROX. 5.2 KM 0665353.1 | FZ2691| FZ2627 AIR BELLOWS GAP LOOKOUT TOWER APPROX. 8.5 KM 1410145.7 | FZ2691|---------------------------------------------------------------------| FZ2691 FZ2691 SUPERSEDED SURVEY CONTROL FZ2691 FZ2691 NGVD 29 (06/26/91) 1219.3 (m) 4000. (f) VERT ANG FZ2691 FZ2691.Superseded values are not recommended for survey control. FZ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2691.See file dsdata.txt to determine how the superseded data were derived. FZ2691 FZ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8423238355(NAD 83) FZ2691_MARKER: DE = TRAVERSE STATION DISK FZ2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2691_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2691+STABILITY: SURFACE MOTION FZ2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2691+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003 FZ2691 FZ2691 HISTORY - Date Condition Report By FZ2691 HISTORY - 1984 MONUMENTED NCGS FZ2691 HISTORY - 20031008 GOOD INDIV FZ2691 FZ2691 STATION DESCRIPTION FZ2691 FZ2691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT) FZ2691'THE STATION IS LOCATED ABOUT 2.2 MI NORTHWEST OF WHITEHEAD AND FZ2691'3.4 MI WEST-SOUTHWEST OF SPARTA. FZ2691' FZ2691'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHEAD, PROCEED FZ2691'WEST ALONG NC 18 FOR 0.35 MI TO SR 1135 ON THE RIGHT, THENCE NORTH FZ2691'ALONG SR 1135 FOR 0.55 MI TO SR 1139 (LOOP ROAD). CONTINUE NORTH FZ2691'ALONG SR 1135 FOR 0.55 MI TO SR 1139. FROM THIS POINT, PROCEED FZ2691'WEST FOR 0.75 MI ALONG TREE FARM ROAD THAT BEGINS IN THE NORTHWEST FZ2691'QUADRANT OF THE INTERSECTION TO THE CREST OF THE RIDGE AND THE MARK FZ2691'ON THE LEFT. FZ2691' FZ2691'THE STATION IS A STANDARD NCGS DISK FZ2691'STAMPED---FENDER 1984---, FZ2691'SET INTO A DRILLED HOLE IN A 3 FT BY 1 AND 1/2 FT EXPOSED BEDROCK FZ2691'FLUSH WITH GROUND. LOCATED FZ2691'7.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF FARM ROAD, FZ2691'237.20 FEET SOUTHWEST OF A LARGE ROCK PILE--AND FZ2691'2.0 FEET NORTH-NORTHWEST OF A WITNESS POST, FZ2691'93.5 FEET SOUTHEAST OF A 12 INCH LOCUST, AND FZ2691'122.4 FEET EAST OF A 10 INCH SHAGGY BARK HICKORY--ALL THREE WITH FZ2691'REFERENCE TAGS. FZ2691' FZ2691'MARK IS NCGS STATION. FZ2691 FZ2691 STATION RECOVERY (2003) FZ2691 FZ2691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ2691'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2960 *********************************************************************** FZ2960 DESIGNATION - GLADE FZ2960 PID - FZ2960 FZ2960 STATE/COUNTY- NC/ALLEGHANY FZ2960 USGS QUAD - GLADE VALLEY (1968) FZ2960 FZ2960 *CURRENT SURVEY CONTROL FZ2960 ___________________________________________________________________ FZ2960* NAD 83(1986)- 36 28 16.42663(N) 081 03 29.56879(W) ADJUSTED FZ2960* NAVD 88 - 793.4 (meters) 2603. (feet) VERTCON FZ2960 ___________________________________________________________________ FZ2960 LAPLACE CORR- -4.28 (seconds) DEFLEC99 FZ2960 GEOID HEIGHT- -32.17 (meters) GEOID99 FZ2960 FZ2960 HORZ ORDER - SECOND FZ2960 FZ2960.The North Carolina/South Carolina HARNS have been completed but, FZ2960.due to contractual restrictions, coordinates for these stations FZ2960.will NOT be published in the near future. In the interim, the FZ2960.published coordinates in North and South Carolina will not be FZ2960.consistent with the Continuously Operating Reference Stations FZ2960.(CORS). The HARN coordinates for these stations are available FZ2960.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2960.Lapine(803-896-7700). FZ2960. FZ2960.In addition, the published North and South Carolina positions FZ2960.(NAD 83 (1986)) are NOT consistent with those determined in FZ2960.adjacent state readjustments. The discontinuity between stations FZ2960.located in North or South Carolina and those in adjacent states FZ2960.which have been adjusted to the HARN may be as much as 5 FZ2960.decimeters. This will result in a significant loss of accuracy FZ2960.over lines crossing such state borders. FZ2960 FZ2960 FZ2960.The horizontal coordinates were established by classical geodetic methods FZ2960.and adjusted by the National Geodetic Survey in September 1993. FZ2960 FZ2960.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2960 FZ2960.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2960 FZ2960.The geoid height was determined by GEOID99. FZ2960 FZ2960; North East Units Scale Converg. FZ2960;SPC NC - 303,803.565 425,130.316 MT 1.00009926 -1 11 16.6 FZ2960;UTM 17 - 4,036,218.342 494,784.742 MT 0.99960034 -0 02 04.6 FZ2960 FZ2960 SUPERSEDED SURVEY CONTROL FZ2960 FZ2960 NAD 83(1986)- 36 28 16.42663(N) 081 03 29.56879(W) AD( ) 1 FZ2960 NGVD 29 (09/17/93) 793.5 (m) 2603. (f) GPS OBS FZ2960 FZ2960.Superseded values are not recommended for survey control. FZ2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2960.See file dsdata.txt to determine how the superseded data were derived. FZ2960 FZ2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9478536218(NAD 83) FZ2960_MARKER: DH = HORIZONTAL CONTROL DISK FZ2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2960_STAMPING: GLADE 1991 FZ2960_MARK LOGO: NCGS FZ2960_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2960+STABILITY: SURFACE MOTION FZ2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2960+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003 FZ2960 FZ2960 HISTORY - Date Condition Report By FZ2960 HISTORY - 1991 MONUMENTED NCGS FZ2960 HISTORY - 20030202 GOOD INDIV FZ2960 FZ2960 STATION DESCRIPTION FZ2960 FZ2960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2960'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF SPARTA, IN GLADE FZ2960'VALLEY. FZ2960'ALONG US 21 FOR 4.6 MI (7.4 KM) SOUTHEAST FROM NC 18 (AT THE FZ2960'COURTHOUSE IN SPARTA) TO SR 1430, ON NORTHWEST SIDE OF THE FZ2960'T-INTERSECTION, AT THE NORTHWEST FENCE CORNER OF BLUE RIDGE ELECTRIC FZ2960'MEMBERSHIP GLADE VALLEY SUBSTATION. FZ2960'MARK IS 5 FEET HIGHER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 29.5 FZ2960'FT (9.0 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 241.6 FT (73.6 M) FZ2960'NORTH-NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION, 35.8 FT FZ2960'(10.9 M) SOUTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, AND 8.7 FT FZ2960'(2.7 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER POST OF CHAIN LINK FZ2960'FENCE. FZ2960 FZ2960 STATION RECOVERY (2003) FZ2960 FZ2960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2960'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2981 *********************************************************************** FZ2981 DESIGNATION - LAUREL FZ2981 PID - FZ2981 FZ2981 STATE/COUNTY- NC/ALLEGHANY FZ2981 USGS QUAD - WHITEHEAD (1998) FZ2981 FZ2981 *CURRENT SURVEY CONTROL FZ2981 ___________________________________________________________________ FZ2981* NAD 83(1986)- 36 23 38.61766(N) 081 14 48.72269(W) ADJUSTED FZ2981* NAVD 88 - 861.8 (meters) 2827. (feet) GPS OBS FZ2981 ___________________________________________________________________ FZ2981 LAPLACE CORR- -5.19 (seconds) DEFLEC99 FZ2981 GEOID HEIGHT- -31.93 (meters) GEOID99 FZ2981 FZ2981 HORZ ORDER - SECOND FZ2981 FZ2981.The North Carolina/South Carolina HARNS have been completed but, FZ2981.due to contractual restrictions, coordinates for these stations FZ2981.will NOT be published in the near future. In the interim, the FZ2981.published coordinates in North and South Carolina will not be FZ2981.consistent with the Continuously Operating Reference Stations FZ2981.(CORS). The HARN coordinates for these stations are available FZ2981.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2981.Lapine(803-896-7700). FZ2981. FZ2981.In addition, the published North and South Carolina positions FZ2981.(NAD 83 (1986)) are NOT consistent with those determined in FZ2981.adjacent state readjustments. The discontinuity between stations FZ2981.located in North or South Carolina and those in adjacent states FZ2981.which have been adjusted to the HARN may be as much as 5 FZ2981.decimeters. This will result in a significant loss of accuracy FZ2981.over lines crossing such state borders. FZ2981 FZ2981 FZ2981.The horizontal coordinates were established by classical geodetic methods FZ2981.and adjusted by the National Geodetic Survey in September 1993. FZ2981 FZ2981.The orthometric height was determined by GPS observations and a FZ2981.high-resolution geoid model. FZ2981 FZ2981.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2981 FZ2981.The geoid height was determined by GEOID99. FZ2981 FZ2981; North East Units Scale Converg. FZ2981;SPC NC - 295,608.430 408,030.838 MT 1.00007141 -1 17 48.6 FZ2981;UTM 17 - 4,027,685.257 477,861.624 MT 0.99960604 -0 08 47.3 FZ2981 FZ2981 SUPERSEDED SURVEY CONTROL FZ2981 FZ2981 NAD 83(1986)- 36 23 38.61766(N) 081 14 48.72269(W) AD( ) 1 FZ2981 NGVD 29 (09/17/93) 861.9 (m) 2828. (f) GPS OBS FZ2981 FZ2981.Superseded values are not recommended for survey control. FZ2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2981.See file dsdata.txt to determine how the superseded data were derived. FZ2981 FZ2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7786227685(NAD 83) FZ2981_MARKER: DH = HORIZONTAL CONTROL DISK FZ2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2981_STAMPING: LAUREL 1988 FZ2981_MARK LOGO: NCGS FZ2981_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2981+STABILITY: SURFACE MOTION FZ2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2981+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002 FZ2981 FZ2981 HISTORY - Date Condition Report By FZ2981 HISTORY - 1988 MONUMENTED NCGS FZ2981 HISTORY - 19940505 GOOD NCGS FZ2981 HISTORY - 20021116 GOOD INDIV FZ2981 FZ2981 STATION DESCRIPTION FZ2981 FZ2981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 FZ2981'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTH OF LAUREL SPRINGS AND FZ2981'10.4 MI (16.7 KM) SOUTHWEST OF SPARTA. FZ2981'ALONG NC 18 FOR 0.2 MI (0.3 KM) NORTH FROM THE BLUE RIDGE PARKWAY FZ2981'OVERPASS, ON EAST SIDE OF ROAD. FZ2981'MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 30.0 FT FZ2981'(9.1 M) EAST-NORTHEAST OF THE CENTERLINE OF NC 18, 69.2 FT (21.1 M) FZ2981'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE--AND 47.3 FT FZ2981'(14.4 M) SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER, 24.3 FT FZ2981'(7.4 M) SOUTHEAST OF A SIGN POST--BOTH WITH REFERENCE TAGS. FZ2981 FZ2981 STATION RECOVERY (1994) FZ2981 FZ2981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) FZ2981'RECOVERED AS DESCRIBED. FZ2981 FZ2981 STATION RECOVERY (2002) FZ2981 FZ2981'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR) FZ2981'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2982 *********************************************************************** FZ2982 DESIGNATION - LAUREL AZ MK FZ2982 PID - FZ2982 FZ2982 STATE/COUNTY- NC/ALLEGHANY FZ2982 USGS QUAD - WHITEHEAD (1998) FZ2982 FZ2982 *CURRENT SURVEY CONTROL FZ2982 ___________________________________________________________________ FZ2982* NAD 83(1986)- 36 23 28.16859(N) 081 14 43.67944(W) ADJUSTED FZ2982* NAVD 88 - 863.2 (meters) 2832. (feet) VERTCON FZ2982 ___________________________________________________________________ FZ2982 LAPLACE CORR- -5.27 (seconds) DEFLEC99 FZ2982 GEOID HEIGHT- -31.95 (meters) GEOID99 FZ2982 FZ2982 HORZ ORDER - SECOND FZ2982 FZ2982.The North Carolina/South Carolina HARNS have been completed but, FZ2982.due to contractual restrictions, coordinates for these stations FZ2982.will NOT be published in the near future. In the interim, the FZ2982.published coordinates in North and South Carolina will not be FZ2982.consistent with the Continuously Operating Reference Stations FZ2982.(CORS). The HARN coordinates for these stations are available FZ2982.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2982.Lapine(803-896-7700). FZ2982. FZ2982.In addition, the published North and South Carolina positions FZ2982.(NAD 83 (1986)) are NOT consistent with those determined in FZ2982.adjacent state readjustments. The discontinuity between stations FZ2982.located in North or South Carolina and those in adjacent states FZ2982.which have been adjusted to the HARN may be as much as 5 FZ2982.decimeters. This will result in a significant loss of accuracy FZ2982.over lines crossing such state borders. FZ2982 FZ2982 FZ2982.The horizontal coordinates were established by classical geodetic methods FZ2982.and adjusted by the National Geodetic Survey in September 1993. FZ2982 FZ2982.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2982 FZ2982.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2982 FZ2982.The geoid height was determined by GEOID99. FZ2982 FZ2982; North East Units Scale Converg. FZ2982;SPC NC - 295,283.564 408,149.209 MT 1.00007040 -1 17 45.7 FZ2982;UTM 17 - 4,027,362.983 477,986.435 MT 0.99960597 -0 08 44.3 FZ2982 FZ2982 SUPERSEDED SURVEY CONTROL FZ2982 FZ2982 NGVD 29 (10/27/97) 863.3 (m) 2832. (f) VERT ANG FZ2982 FZ2982.Superseded values are not recommended for survey control. FZ2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2982.See file dsdata.txt to determine how the superseded data were derived. FZ2982 FZ2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7798627363(NAD 83) FZ2982_MARKER: DZ = AZIMUTH MARK DISK FZ2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2982_STAMPING: LAUREL 1988 FZ2982_MARK LOGO: NCGS FZ2982_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2982+STABILITY: SURFACE MOTION FZ2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2982+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003 FZ2982 FZ2982 HISTORY - Date Condition Report By FZ2982 HISTORY - 1988 MONUMENTED NCGS FZ2982 HISTORY - 20030524 GOOD INDIV FZ2982 FZ2982 STATION DESCRIPTION FZ2982 FZ2982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 FZ2982'STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF LAUREL SPRINGS AND FZ2982'16.9 KM (10.5 MI) SOUTHWEST OF SPARTA, AT THE NC 18 UNDERPASS OF THE FZ2982'BLUE RIDGE PARKWAY, ON THE NORTH SIDE OF THE ROCK BRIDGE, IN THE EAST FZ2982'SHOULDER OF NC 18. FZ2982'MARK IS LEVEL WITH HIGHWAY. LOCATED 21.3 FT (6.5 M) EAST OF THE FZ2982'CENTERLINE OF HIGHWAY, 39.8 FT (12.1 M) NORTH OF THE NORTH FACE ROCK FZ2982'BRIDGE, 11.0 FT (3.4 M) SOUTHWEST OF SOUTHEAST END OF A STONE FZ2982'HEADWALL, AND 56.0 FT (17.1 M) SOUTH OF METAL STOP SIGN POST IN FZ2982'TRAFFIC ISLAND OF THE PARKWAY ACCESS EXIT RAMP. FZ2982 FZ2982 STATION RECOVERY (2003) FZ2982 FZ2982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2982'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2733 *********************************************************************** FZ2733 DESIGNATION - MAHOGANY FZ2733 PID - FZ2733 FZ2733 STATE/COUNTY- NC/ALLEGHANY FZ2733 USGS QUAD - GLADE VALLEY (1968) FZ2733 FZ2733 *CURRENT SURVEY CONTROL FZ2733 ___________________________________________________________________ FZ2733* NAD 83(1986)- 36 26 28.71553(N) 081 05 43.03293(W) ADJUSTED FZ2733* NAVD 88 - 1044.73 (+/-2cm) 3427.6 (feet) VERTCON FZ2733 ___________________________________________________________________ FZ2733 LAPLACE CORR- -5.22 (seconds) DEFLEC99 FZ2733 GEOID HEIGHT- -32.19 (meters) GEOID99 FZ2733 FZ2733 HORZ ORDER - SECOND FZ2733 VERT ORDER - THIRD ? (See Below) FZ2733 FZ2733.The North Carolina/South Carolina HARNS have been completed but, FZ2733.due to contractual restrictions, coordinates for these stations FZ2733.will NOT be published in the near future. In the interim, the FZ2733.published coordinates in North and South Carolina will not be FZ2733.consistent with the Continuously Operating Reference Stations FZ2733.(CORS). The HARN coordinates for these stations are available FZ2733.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2733.Lapine(803-896-7700). FZ2733. FZ2733.In addition, the published North and South Carolina positions FZ2733.(NAD 83 (1986)) are NOT consistent with those determined in FZ2733.adjacent state readjustments. The discontinuity between stations FZ2733.located in North or South Carolina and those in adjacent states FZ2733.which have been adjusted to the HARN may be as much as 5 FZ2733.decimeters. This will result in a significant loss of accuracy FZ2733.over lines crossing such state borders. FZ2733 FZ2733 FZ2733.The horizontal coordinates were established by classical geodetic methods FZ2733.and adjusted by the National Geodetic Survey in September 1993. FZ2733 FZ2733.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2733.The vertical order pertains to the superseded datum. FZ2733 FZ2733.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2733 FZ2733.The geoid height was determined by GEOID99. FZ2733 FZ2733; North East Units Scale Converg. FZ2733;SPC NC - 300,553.386 421,737.962 MT 1.00008824 -1 12 33.6 FZ2733;UTM 17 - 4,032,902.194 491,460.118 MT 0.99960090 -0 03 23.8 FZ2733 FZ2733: Primary Azimuth Mark Grid Az FZ2733:SPC NC - SPARTA MUN WATER TANK 343 00 31.5 FZ2733:UTM 17 - SPARTA MUN WATER TANK 341 51 21.7 FZ2733 FZ2733|---------------------------------------------------------------------| FZ2733| PID Reference Object Distance Geod. Az | FZ2733| dddmmss.s | FZ2733| FZ2794 SPARTA MUN WATER TANK APPROX. 7.9 KM 3414757.9 | FZ2733|---------------------------------------------------------------------| FZ2733 FZ2733 SUPERSEDED SURVEY CONTROL FZ2733 FZ2733 NAD 83(1986)- 36 26 28.71553(N) 081 05 43.03293(W) AD( ) 1 FZ2733 NAD 83(1986)- 36 26 28.71260(N) 081 05 43.03562(W) AD( ) 2 FZ2733 NGVD 29 (10/27/97) 1044.85 (m) 3428.0 (f) LEVELING 3 FZ2733 FZ2733.Superseded values are not recommended for survey control. FZ2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2733.See file dsdata.txt to determine how the superseded data were derived. FZ2733 FZ2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9146032902(NAD 83) FZ2733_MARKER: DH = HORIZONTAL CONTROL DISK FZ2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2733_STAMPING: MAHOGANY 1984 FZ2733_MARK LOGO: NCGS FZ2733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2733+STABILITY: SURFACE MOTION FZ2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2733+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002 FZ2733 FZ2733 HISTORY - Date Condition Report By FZ2733 HISTORY - 1984 MONUMENTED NCGS FZ2733 HISTORY - 1984 GOOD NCGS FZ2733 HISTORY - 19910610 GOOD NCGS FZ2733 HISTORY - 20021116 GOOD INDIV FZ2733 FZ2733 STATION DESCRIPTION FZ2733 FZ2733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT) FZ2733'THE STATION IS LOCATED ABOUT 5.2 MI SOUTH-SOUTHEAST OF SPARTA AND FZ2733'7.2 MI NORTH-NORTHWEST OF TRAPHILL. FZ2733' FZ2733'ALONG BLUE RIDGE PARKWAY, 5.4 MI SOUTHWEST OF THE US 21 UNDERPASS FZ2733'AT MILE MARKER 235 AT THE MAHOGANY ROCK OVERLOOK IN THE GRASSY FZ2733'MEDIAN AT THE ENTRANCE. FZ2733' FZ2733'THE STATION IS A STANDARD NCGS DISK FZ2733'STAMPED---MAHOGANY 1984---, FZ2733'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FZ2733'10 INCHES IN DIAMETER RECESSED 2 INCHES BELOW GROUND. LOCATED FZ2733'24.1 FEET NORTH OF THE CENTERLINE OF THE BLUE RIDGE PARKWAY, FZ2733'18.6 FEET EAST OF THE CENTERLINE OF THE WESTERN MOST ENTRANCE TO THE FZ2733'OVERLOOK, FZ2733'24.1 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTERN MOST ENTRANCE FZ2733'TO THE OVERLOOK, FZ2733'79.5 FEET EAST OF MILE MARKER 235, FZ2733'57.7 FEET NORTHEAST OF THE WEST END OF A ROCK WALL, AND FZ2733'11.6 FEET SOUTH OF A ROAD SIGN WITH A CONCRETE BASE. FZ2733' FZ2733'MARK IS 1 FT BELOW HIGHWAY LEVEL. FZ2733 FZ2733 STATION RECOVERY (1984) FZ2733 FZ2733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2733'RECOVERED IN GOOD CONDITION. FZ2733 FZ2733 STATION RECOVERY (1991) FZ2733 FZ2733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2733'RECOVERED IN GOOD CONDITION. FZ2733 FZ2733 STATION RECOVERY (2002) FZ2733 FZ2733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR) FZ2733'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1953 *********************************************************************** FZ1953 DESIGNATION - MULBERRY 2 FZ1953 PID - FZ1953 FZ1953 STATE/COUNTY- NC/ALLEGHANY FZ1953 USGS QUAD - WHITEHEAD (1998) FZ1953 FZ1953 *CURRENT SURVEY CONTROL FZ1953 ___________________________________________________________________ FZ1953* NAD 83(1986)- 36 22 34.92291(N) 081 13 33.80804(W) ADJUSTED FZ1953* NAVD 88 - 1146. (meters) 3760. (feet) SCALED FZ1953 ___________________________________________________________________ FZ1953 LAPLACE CORR- -6.45 (seconds) DEFLEC99 FZ1953 GEOID HEIGHT- -32.09 (meters) GEOID99 FZ1953 FZ1953 HORZ ORDER - FIRST FZ1953 FZ1953.The North Carolina/South Carolina HARNS have been completed but, FZ1953.due to contractual restrictions, coordinates for these stations FZ1953.will NOT be published in the near future. In the interim, the FZ1953.published coordinates in North and South Carolina will not be FZ1953.consistent with the Continuously Operating Reference Stations FZ1953.(CORS). The HARN coordinates for these stations are available FZ1953.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ1953.Lapine(803-896-7700). FZ1953. FZ1953.In addition, the published North and South Carolina positions FZ1953.(NAD 83 (1986)) are NOT consistent with those determined in FZ1953.adjacent state readjustments. The discontinuity between stations FZ1953.located in North or South Carolina and those in adjacent states FZ1953.which have been adjusted to the HARN may be as much as 5 FZ1953.decimeters. This will result in a significant loss of accuracy FZ1953.over lines crossing such state borders. FZ1953 FZ1953 FZ1953.The horizontal coordinates were established by classical geodetic methods FZ1953.and adjusted by the National Geodetic Survey in July 1986. FZ1953 FZ1953.The orthometric height was scaled from a topographic map. FZ1953 FZ1953.The Laplace correction was computed from DEFLEC99 derived deflections. FZ1953 FZ1953.The geoid height was determined by GEOID99. FZ1953 FZ1953; North East Units Scale Converg. FZ1953;SPC NC - 293,603.408 409,853.366 MT 1.00006528 -1 17 05.3 FZ1953;UTM 17 - 4,025,718.146 479,723.182 MT 0.99960507 -0 08 02.7 FZ1953 FZ1953: Primary Azimuth Mark Grid Az FZ1953:SPC NC - PARKWAY 056 56 16.6 FZ1953:UTM 17 - PARKWAY 055 47 14.0 FZ1953 FZ1953|---------------------------------------------------------------------| FZ1953| PID Reference Object Distance Geod. Az | FZ1953| dddmmss.s | FZ1953| FZ2271 MULBERRY RM 1 AZIMUTH 03429 | FZ1953| FZ1954 PARKWAY APPROX. 2.6 KM 0553911.3 | FZ1953| FZ1950 BLUE RIDGE NPS KIE 716 M MAST 34.700 METERS 06112 | FZ1953| FZ1951 BLUE RIDGE NPS KIE 716 W MAST 12.220 METERS 06605 | FZ1953| FZ2269 MULBERRY RM 2 4.372 METERS 06608 | FZ1953| FZ1949 BLUE RIDGE NPS KIE 716 E MAST 52.915 METERS 07243 | FZ1953| FZ2270 MULBERRY 2 AZ MK 2172438.4 | FZ1953| FZ2273 MULBERRY 2 RM 4 7.064 METERS 27335 | FZ1953| FZ2272 MULBERRY RM 3 6.080 METERS 28114 | FZ1953|---------------------------------------------------------------------| FZ1953 FZ1953 SUPERSEDED SURVEY CONTROL FZ1953 FZ1953 NAD 27 - 36 22 34.45200(N) 081 13 34.48900(W) AD( ) 1 FZ1953 FZ1953.Superseded values are not recommended for survey control. FZ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1953.See file dsdata.txt to determine how the superseded data were derived. FZ1953 FZ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7972325718(NAD 83) FZ1953_MARKER: DS = TRIANGULATION STATION DISK FZ1953_SETTING: 66 = SET IN ROCK OUTCROP FZ1953_STAMPING: MULBERRY 2 1949 FZ1953_MARK LOGO: CGS FZ1953_MAGNETIC: N = NO MAGNETIC MATERIAL FZ1953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ1953+STABILITY: POSITION/ELEVATION WELL FZ1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ1953+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002 FZ1953 FZ1953 HISTORY - Date Condition Report By FZ1953 HISTORY - 1949 MONUMENTED CGS FZ1953 HISTORY - 1949 GOOD CGS FZ1953 HISTORY - 1954 GOOD CGS FZ1953 HISTORY - 1979 GOOD NCGS FZ1953 HISTORY - 1983 GOOD NCGS FZ1953 HISTORY - 19910610 GOOD NCGS FZ1953 HISTORY - 20021116 GOOD INDIV FZ1953 FZ1953 STATION DESCRIPTION FZ1953 FZ1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) FZ1953'STATION IS LOCATED ON THE TOP OF LITTLE GRANDFATHER MOUNTAIN WHICH IS FZ1953'ABOUT 4 MILES SOUTHEAST OF LAUREL SPRINGS AND 16 MILES NORTHWEST OF FZ1953'NORTH WILKESBORO ON PROPERTY OWNED BY MR. F. JOHNSON. THE MARK FZ1953'PROJECTS 6 INCHES AND THE DISK IS STAMPED MULBERRY 2 1949. FZ1953' FZ1953'REFERENCE MARK NO. 2. THE MARK PROJECTS 2 FEET AND THE DISK IS FZ1953'STAMPED MULBERRY NO 2 1933. FZ1953' FZ1953'REFERENCE MARK NO. 4. THE MARK PROJECTS 8 INCHES AND THE DISK IS FZ1953'STAMPED MULBERRY 2 NO 4 1949. FZ1953' FZ1953'AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY NO. FZ1953'18. THE MARK PROJECTS 1 FOOT AND THE DISK IS STAMPED MULBERRY 2 FZ1953'1949. FZ1953' FZ1953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 421 AND FZ1953'STATE HIGHWAYS NO. 16, 18 AND 268 IN NORTH WILKESBORO, GO NORTH ON FZ1953'STATE HIGHWAY NO. 18 FOR 18.2 MILES TO THE AZIMUTH MARK ON THE FZ1953'LEFT, CONTINUE FOR 2.7 MILES TO A STONE CHURCH ON THE LEFT AND A FZ1953'T-ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND TAKE A SHARP LEFT UP FZ1953'HILL AND FOLLOW MOUNTAIN ROAD FOR ABOUT 1.5 MILES TO END OF FZ1953'TRUCK TRAVEL, HERE PACK IN A SOUTHERLY DIRECTION FOR ABOUT 0.15 MILE FZ1953'TO THE TOP OF MOUNTAIN AND STATION AS DESCRIBED. FZ1953' FZ1953'NOTE-- THE MARK FOR THIS STATION WAS SET IN A DRILL HOLE WHICH WAS FZ1953'BELIVED TO BE THE OLD STATION MULBERRY 1933. FZ1953 FZ1953 STATION RECOVERY (1949) FZ1953 FZ1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 FZ1953'RECOVERED IN GOOD CONDITION. FZ1953 FZ1953 STATION RECOVERY (1954) FZ1953 FZ1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ) FZ1953'STATION MARK AND REFERENCE MARKS WERE RECOVERED FZ1953'AS DESCRIBED. AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT FZ1953'BE FOUND AND SHOULD BE CONSIDERED LOST. THE DISTANCE TO REFERENCE FZ1953'MARK NO. 2 CHECKED BUT DID NOT CHECK TO REFERENCE MARK NO. 4. THE FZ1953'DIRECTIONS TO THE REFERENCE MARKS DID NOT CHECK. A COMPLETE FZ1953'NEW DESCRIPTION FOLLOWS. FZ1953' FZ1953'STATION IS LOCATED ON TOP OF LITTLE GRANDFATHER MOUNTAIN ABOUT 0.9 FZ1953'MILE EAST OF MULBERRY GAP AND 16 MILES NORTHWEST OF NORTH WILKESBORO FZ1953'ON PROPERTY OWNED BY MR. F. JOHNSON. IT IS 103 FEET WEST OF THE FZ1953'SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 22 FEET SOUTH FZ1953'OF A 3 INCH POPULAR TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE. FZ1953'THE DISK IS FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT FZ1953'PROJECTS 6 INCHES AND IS STAMPED MULBERRY 2 1949. FZ1953' FZ1953'REFERENCE MARK NO. 2 IS 14.35 FEET NORTHEAST OF THE STATION AND 19 FZ1953'FEET SOUTH OF A FENCE LINE. THE DISK IS FLUSH IN A DRILL HOLE IN FZ1953'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1 FOOT AND IS STAMPED FZ1953'MULBERRY NO 2 1933. FZ1953' FZ1953'REFERENCE MARK NO. 4 IS 23.16 FEET WEST OF THE STATION AND 21 FEET FZ1953'SOUTH OF A FENCE LINE. THE DISK IS FLUSH IN A DRILL HOLE IN FZ1953'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 6 INCHES AND IS STAMPED FZ1953'MULBERRY 2 NO 4 1949. FZ1953' FZ1953'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND BLUE FZ1953'RIDGE PARKWAY AT MULBERRY GAP WHICH IS ABOUT 21 MILES NORTH OF NORTH FZ1953'WILKESBORO, GO SOUTH ON HIGHWAY 18 FOR 1.75 MILES TO A SIDE WOODS FZ1953'ROAD LEFT (THIS IS ABOUT 0.1 MILE NORTH OF THE WILKES-ALLEGHANY FZ1953'COUNTY LINE). TURN LEFT AND GO EAST UP HILL ON WOODS ROAD FOR FZ1953'1.2 MILES TO THE STATION ON THE HIGHEST POINT OF THE MOUNTAIN AS FZ1953'DESCRIBED. FZ1953' FZ1953'DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AND OBJECTS VISIBLE FZ1953'FROM THE GROUND. FZ1953' FZ1953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FZ1953 FZ1953 STATION RECOVERY (1979) FZ1953 FZ1953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ1953'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE ANGLE FZ1953'CHECK BETWEEN REFERENCE MARKS AGREED, BUT REFERENCE MARK 4 MEASURED 3 FZ1953'CM LONGER THAN THE 1949 DISTANCE AGREEING WITH THE 1954 VALUE. FZ1953 FZ1953 STATION RECOVERY (1983) FZ1953 FZ1953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FZ1953'THE STATION WAS RECOVERED AT THIS DATE. FZ1953'RECOVERED IN GOOD CONDITION AS PER 1979 REPORT. FZ1953' FZ1953'NCGS TRAVERSE STATION RADIO, ON TOP OF SMALL RADIO BUILDING ABOUT FZ1953'100 FEET NORTHEAST OF STATION, IS IN OPEN AREA AND MORE USEABLE. FZ1953 FZ1953 STATION RECOVERY (1991) FZ1953 FZ1953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ1953'RECOVERED IN GOOD CONDITION. FZ1953 FZ1953 STATION RECOVERY (2002) FZ1953 FZ1953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR) FZ1953'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2994 *********************************************************************** FZ2994 DESIGNATION - NEW HOPE FZ2994 PID - FZ2994 FZ2994 STATE/COUNTY- NC/ALLEGHANY FZ2994 USGS QUAD - LAUREL SPRINGS (1996) FZ2994 FZ2994 *CURRENT SURVEY CONTROL FZ2994 ___________________________________________________________________ FZ2994* NAD 83(1986)- 36 29 41.22287(N) 081 15 32.71303(W) ADJUSTED FZ2994* NAVD 88 - 919.4 (meters) 3016. (feet) VERTCON FZ2994 ___________________________________________________________________ FZ2994 LAPLACE CORR- -3.50 (seconds) DEFLEC99 FZ2994 GEOID HEIGHT- -31.61 (meters) GEOID99 FZ2994 FZ2994 HORZ ORDER - SECOND FZ2994 FZ2994.The North Carolina/South Carolina HARNS have been completed but, FZ2994.due to contractual restrictions, coordinates for these stations FZ2994.will NOT be published in the near future. In the interim, the FZ2994.published coordinates in North and South Carolina will not be FZ2994.consistent with the Continuously Operating Reference Stations FZ2994.(CORS). The HARN coordinates for these stations are available FZ2994.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2994.Lapine(803-896-7700). FZ2994. FZ2994.In addition, the published North and South Carolina positions FZ2994.(NAD 83 (1986)) are NOT consistent with those determined in FZ2994.adjacent state readjustments. The discontinuity between stations FZ2994.located in North or South Carolina and those in adjacent states FZ2994.which have been adjusted to the HARN may be as much as 5 FZ2994.decimeters. This will result in a significant loss of accuracy FZ2994.over lines crossing such state borders. FZ2994 FZ2994 FZ2994.The horizontal coordinates were established by classical geodetic methods FZ2994.and adjusted by the National Geodetic Survey in September 1993. FZ2994 FZ2994.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2994 FZ2994.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2994 FZ2994.The geoid height was determined by GEOID99. FZ2994 FZ2994; North East Units Scale Converg. FZ2994;SPC NC - 306,808.445 407,189.147 MT 1.00010812 -1 18 14.0 FZ2994;UTM 17 - 4,038,860.721 476,795.820 MT 0.99960663 -0 09 14.7 FZ2994 FZ2994 SUPERSEDED SURVEY CONTROL FZ2994 FZ2994 NAD 83(1986)- 36 29 41.22287(N) 081 15 32.71303(W) AD( ) 1 FZ2994 NGVD 29 (09/17/93) 919.5 (m) 3017. (f) GPS OBS FZ2994 FZ2994.Superseded values are not recommended for survey control. FZ2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2994.See file dsdata.txt to determine how the superseded data were derived. FZ2994 FZ2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7679638861(NAD 83) FZ2994_MARKER: DH = HORIZONTAL CONTROL DISK FZ2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2994_STAMPING: NEW HOPE 1991 FZ2994_MARK LOGO: NCGS FZ2994_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2994+STABILITY: SURFACE MOTION FZ2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2994+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003 FZ2994 FZ2994 HISTORY - Date Condition Report By FZ2994 HISTORY - 1991 MONUMENTED NCGS FZ2994 HISTORY - 20031008 GOOD INDIV FZ2994 FZ2994 STATION DESCRIPTION FZ2994 FZ2994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2994'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF SPARTA, 2.8 MI FZ2994'(4.5 KM) EAST-NORTHEAST OF SCOTTVILLE, AT THE NEW HOPE BAPTIST FZ2994'CHURCH. FZ2994'ALONG US 221 FOR 2.2 MI (3.5 KM) NORTHEAST FROM NC 113 TO SR 1161, ON FZ2994'NORTHEAST SIDE OF THE T-INTERSECTION IN THE NEW HOPE CHURCH YARD, FZ2994'BETWEEN HIGHWAY AND THE ASPHALT CHURCH DRIVE. FZ2994'MARK IS ABOUT 6 FEET HIGHER THAN ROAD AND FLUSH WITH THE GROUND. FZ2994'LOCATED 43.6 FT (13.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF FZ2994'HIGHWAY, 12.8 FT (3.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF CHURCH FZ2994'DRIVE, 151.5 FT (46.2 M) NORTHEAST OF THE CENTERLINE OF THE FZ2994'T-INTERSECTION, 89.0 FT (27.1 M) SOUTH OF THE SOUTHWEST CORNER OF FZ2994'CHURCH, 72.0 FT (21.9 M) SOUTHWEST OF THE SOUTHEAST CORNER BRICK FZ2994'COLUMN AT CHURCH ENTRANCE, AND 105.8 FT (32.2 M) SOUTHEAST OF A POWER FZ2994'POLE WITH TRANSFORMER AND REFERENCE TAG. FZ2994 FZ2994 STATION RECOVERY (2003) FZ2994 FZ2994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ2994'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2595 *********************************************************************** FZ2595 DESIGNATION - PEACH FZ2595 PID - FZ2595 FZ2595 STATE/COUNTY- NC/ALLEGHANY FZ2595 USGS QUAD - WHITEHEAD (1998) FZ2595 FZ2595 *CURRENT SURVEY CONTROL FZ2595 ___________________________________________________________________ FZ2595* NAD 83(1986)- 36 27 41.28386(N) 081 13 22.49589(W) ADJUSTED FZ2595* NAVD 88 - 1257.4 (meters) 4125. (feet) VERTCON FZ2595 ___________________________________________________________________ FZ2595 LAPLACE CORR- -3.45 (seconds) DEFLEC99 FZ2595 GEOID HEIGHT- -31.75 (meters) GEOID99 FZ2595 FZ2595 HORZ ORDER - SECOND FZ2595 FZ2595.The North Carolina/South Carolina HARNS have been completed but, FZ2595.due to contractual restrictions, coordinates for these stations FZ2595.will NOT be published in the near future. In the interim, the FZ2595.published coordinates in North and South Carolina will not be FZ2595.consistent with the Continuously Operating Reference Stations FZ2595.(CORS). The HARN coordinates for these stations are available FZ2595.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2595.Lapine(803-896-7700). FZ2595. FZ2595.In addition, the published North and South Carolina positions FZ2595.(NAD 83 (1986)) are NOT consistent with those determined in FZ2595.adjacent state readjustments. The discontinuity between stations FZ2595.located in North or South Carolina and those in adjacent states FZ2595.which have been adjusted to the HARN may be as much as 5 FZ2595.decimeters. This will result in a significant loss of accuracy FZ2595.over lines crossing such state borders. FZ2595 FZ2595 FZ2595.The horizontal coordinates were established by classical geodetic methods FZ2595.and adjusted by the National Geodetic Survey in September 1993. FZ2595 FZ2595.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2595 FZ2595.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2595 FZ2595.The geoid height was determined by GEOID99. FZ2595 FZ2595; North East Units Scale Converg. FZ2595;SPC NC - 303,038.782 410,346.739 MT 1.00009563 -1 16 58.8 FZ2595;UTM 17 - 4,035,157.038 480,026.840 MT 0.99960491 -0 07 56.9 FZ2595 FZ2595 SUPERSEDED SURVEY CONTROL FZ2595 FZ2595 NAD 83(1986)- 36 27 41.28386(N) 081 13 22.49589(W) AD( ) 1 FZ2595 NAD 83(1986)- 36 27 41.28358(N) 081 13 22.50184(W) AD( ) 2 FZ2595 NGVD 29 (09/17/93) 1257.5 (m) 4126. (f) GPS OBS FZ2595 FZ2595.Superseded values are not recommended for survey control. FZ2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2595.See file dsdata.txt to determine how the superseded data were derived. FZ2595 FZ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8002735157(NAD 83) FZ2595_MARKER: DE = TRAVERSE STATION DISK FZ2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2595_STAMPING: PEACH 1979 FZ2595_MARK LOGO: NCGS FZ2595_MAGNETIC: O = OTHER; SEE DESCRIPTION FZ2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2595+STABILITY: SURFACE MOTION FZ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2595+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003 FZ2595 FZ2595 HISTORY - Date Condition Report By FZ2595 HISTORY - 1979 MONUMENTED NCGS FZ2595 HISTORY - 1979 GOOD NCGS FZ2595 HISTORY - 1985 GOOD NCGS FZ2595 HISTORY - 19901009 GOOD NCGS FZ2595 HISTORY - 20031008 GOOD INDIV FZ2595 FZ2595 STATION DESCRIPTION FZ2595 FZ2595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2595'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF LAUREL FZ2595'SPRINGS AND 14.0 MILES EAST-NORTHEAST OF JEFFERSON (ASHE COUNTY) ON FZ2595'KNOB IN PEACH BOTTOM MTN. RANGER OCCUPIED BY U.S. PARK SERVICE RADIO FZ2595'MAST. FZ2595' FZ2595'TO REACH THE STATION FROM THE INTERSECTION OF NC 18 AND NC 88 AT THE FZ2595'LAUREL SPRINGS POST OFFICE, PROCEED NORTHEAST AONG NC 18 FOR 3.2 MILES FZ2595'TO SR 1149 (DOUGHTON MOUNTAIN ROAD) ON LEFT, THENCE NORTHWEST ALONG SR FZ2595'1149 FOR 1.8 MILES TO GAP AND GATE TO PASTURE ROAD ON RIGHT (ENTRANCE FZ2595'OBTAINED FROM U.S. PARK SERVICE). THENCE EASTERLY ALONG PASTURE ROAD FZ2595'FOR 0.7 MILE TO HIGHEST POINT OF PASTURE AND STATION NEAR U.S. PARK FZ2595'SERVICE RADIO MAST. FZ2595' FZ2595'STATION MARK IS A STANDARD DISK STAMPED---PEACH 1979---SET IN TOP OF A FZ2595'10 INCH CONCRETE CYLINDER, PROJECTING 3 INCHES ABOVE GROUND SURFACE. FZ2595'THE MARK IS 23.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF GRAVEL ROAD, FZ2595'11.7 FEET NORTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, FZ2595'58.7 FEET WEST OF CENTER OF RADIO TOWER, 14.2 FEET SOUTH-SOUTHEAST OF FZ2595'GUY WIRE ANCHOR. FZ2595 FZ2595 STATION RECOVERY (1979) FZ2595 FZ2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2595'RECOVERED IN GOOD CONDITION. FZ2595 FZ2595 STATION RECOVERY (1985) FZ2595 FZ2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT) FZ2595'THE STATION WAS RECOVERED AT THIS DATE. FZ2595'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. FZ2595' FZ2595'STATION IS NOT A BENCH MARK. FZ2595 FZ2595 STATION RECOVERY (1990) FZ2595 FZ2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FZ2595'RECOVERED IN GOOD CONDITION. FZ2595 FZ2595 STATION RECOVERY (2003) FZ2595 FZ2595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ2595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2596 *********************************************************************** FZ2596 DESIGNATION - PEACH MTN NPS RADIO MAST FZ2596 PID - FZ2596 FZ2596 STATE/COUNTY- NC/ALLEGHANY FZ2596 USGS QUAD - WHITEHEAD (1998) FZ2596 FZ2596 *CURRENT SURVEY CONTROL FZ2596 ___________________________________________________________________ FZ2596* NAD 83(1986)- 36 27 41.36481(N) 081 13 21.78844(W) ADJUSTED FZ2596* NAVD 88 - FZ2596 ___________________________________________________________________ FZ2596 LAPLACE CORR- -3.46 (seconds) DEFLEC99 FZ2596 GEOID HEIGHT- -31.75 (meters) GEOID99 FZ2596 FZ2596 HORZ ORDER - THIRD FZ2596 FZ2596.The North Carolina/South Carolina HARNS have been completed but, FZ2596.due to contractual restrictions, coordinates for these stations FZ2596.will NOT be published in the near future. In the interim, the FZ2596.published coordinates in North and South Carolina will not be FZ2596.consistent with the Continuously Operating Reference Stations FZ2596.(CORS). The HARN coordinates for these stations are available FZ2596.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2596.Lapine(803-896-7700). FZ2596. FZ2596.In addition, the published North and South Carolina positions FZ2596.(NAD 83 (1986)) are NOT consistent with those determined in FZ2596.adjacent state readjustments. The discontinuity between stations FZ2596.located in North or South Carolina and those in adjacent states FZ2596.which have been adjusted to the HARN may be as much as 5 FZ2596.decimeters. This will result in a significant loss of accuracy FZ2596.over lines crossing such state borders. FZ2596 FZ2596 FZ2596.The horizontal coordinates were established by classical geodetic methods FZ2596.and adjusted by the National Geodetic Survey in February 1991. FZ2596 FZ2596 FZ2596.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2596 FZ2596.The geoid height was determined by GEOID99. FZ2596 FZ2596; North East Units Scale Converg. FZ2596;SPC NC - 303,040.883 410,364.407 MT 1.00009564 -1 16 58.4 FZ2596;UTM 17 - 4,035,159.491 480,044.453 MT 0.99960491 -0 07 56.5 FZ2596 FZ2596 SUPERSEDED SURVEY CONTROL FZ2596 FZ2596.No superseded survey control is available for this station. FZ2596 FZ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8004435159(NAD 83) FZ2596_MARKER: 42 = RADIO/TV MAST FZ2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2596+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003 FZ2596 FZ2596 HISTORY - Date Condition Report By FZ2596 HISTORY - 1979 FIRST OBSERVED NCGS FZ2596 HISTORY - 1979 GOOD NCGS FZ2596 HISTORY - 20031008 GOOD INDIV FZ2596 FZ2596 STATION DESCRIPTION FZ2596 FZ2596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2596'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF LAUREL FZ2596'SPRINGS AND 14.0 MILES EAST-NORTHEAST OF JEFFERSON ON PEACH BOTTOM FZ2596'MOUNTAIN. FZ2596' FZ2596'TO REACH STATION FROM THE INTERSECTION OF NC 18 AND NC 88 AT THE LAURE FZ2596'SPRINGS POST OFFICE, PROCEED NORTHEAST ALONG NC 18 FOR 3.2 MILES FZ2596'TO SR 1149 (DOUGHTON MOUNTAIN ROAD) ON LEFT, THENCE NORTHWEST ALONG FZ2596'SR 1149 FOR 1.8 MILES TO GAP AND PASTURE ROAD ON RIGHT (ENTRANCE FZ2596'OBTAINED FROM NATIONAL PARK SERVICE) THENCE EAST ALONG PASTURE ROAD FZ2596'FOR 0.7 MILES TO CREST AND NPS RADIO MAST WHICH IS ALUMINUM IN COLOR FZ2596'AND APPROXIMATELY 70 FEET HIGH. FZ2596' FZ2596'THE STATION IS THE CENTER OF THE PEACH BOTTOM MOUNTAIN NPS RADIO MAST. FZ2596 FZ2596 STATION RECOVERY (1979) FZ2596 FZ2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2596'THE STATION WAS RECOVERED AT THIS DATE. FZ2596'DESCRIPTION IS ADEQUATE. FZ2596' FZ2596'NCGS FZ2596 FZ2596 STATION RECOVERY (2003) FZ2596 FZ2596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ2596'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2601 *********************************************************************** FZ2601 DESIGNATION - RADIO FZ2601 PID - FZ2601 FZ2601 STATE/COUNTY- NC/ALLEGHANY FZ2601 USGS QUAD - WHITEHEAD (1998) FZ2601 FZ2601 *CURRENT SURVEY CONTROL FZ2601 ___________________________________________________________________ FZ2601* NAD 83(1986)- 36 22 35.46530(N) 081 13 32.67747(W) ADJUSTED FZ2601* NAVD 88 - 1153.2 (meters) 3783. (feet) GPS OBS FZ2601 ___________________________________________________________________ FZ2601 LAPLACE CORR- -6.46 (seconds) DEFLEC99 FZ2601 GEOID HEIGHT- -32.09 (meters) GEOID99 FZ2601 FZ2601 HORZ ORDER - SECOND FZ2601 FZ2601.The North Carolina/South Carolina HARNS have been completed but, FZ2601.due to contractual restrictions, coordinates for these stations FZ2601.will NOT be published in the near future. In the interim, the FZ2601.published coordinates in North and South Carolina will not be FZ2601.consistent with the Continuously Operating Reference Stations FZ2601.(CORS). The HARN coordinates for these stations are available FZ2601.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2601.Lapine(803-896-7700). FZ2601. FZ2601.In addition, the published North and South Carolina positions FZ2601.(NAD 83 (1986)) are NOT consistent with those determined in FZ2601.adjacent state readjustments. The discontinuity between stations FZ2601.located in North or South Carolina and those in adjacent states FZ2601.which have been adjusted to the HARN may be as much as 5 FZ2601.decimeters. This will result in a significant loss of accuracy FZ2601.over lines crossing such state borders. FZ2601 FZ2601 FZ2601.The horizontal coordinates were established by classical geodetic methods FZ2601.and adjusted by the National Geodetic Survey in September 1993. FZ2601 FZ2601.The orthometric height was determined by GPS observations and a FZ2601.high-resolution geoid model. FZ2601 FZ2601.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2601 FZ2601.The geoid height was determined by GEOID99. FZ2601 FZ2601; North East Units Scale Converg. FZ2601;SPC NC - 293,619.491 409,881.916 MT 1.00006533 -1 17 04.7 FZ2601;UTM 17 - 4,025,734.792 479,751.391 MT 0.99960505 -0 08 02.0 FZ2601 FZ2601 SUPERSEDED SURVEY CONTROL FZ2601 FZ2601 NAD 83(1986)- 36 22 35.46530(N) 081 13 32.67747(W) AD( ) 1 FZ2601 NAD 83(1986)- 36 22 35.46242(N) 081 13 32.67564(W) AD( ) 2 FZ2601 NGVD 29 (09/17/93) 1153.3 (m) 3784. (f) GPS OBS FZ2601 FZ2601.Superseded values are not recommended for survey control. FZ2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2601.See file dsdata.txt to determine how the superseded data were derived. FZ2601 FZ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7975125735(NAD 83) FZ2601_MARKER: DE = TRAVERSE STATION DISK FZ2601_SETTING: 35 = ROOF OF CONCRETE BLOCK BLDG. FZ2601_STAMPING: RADIO 1979 FZ2601_MARK LOGO: NCGS FZ2601_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2601+STABILITY: SURFACE MOTION FZ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2601+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002 FZ2601 FZ2601 HISTORY - Date Condition Report By FZ2601 HISTORY - 1979 MONUMENTED NCGS FZ2601 HISTORY - 1979 GOOD NCGS FZ2601 HISTORY - 1982 GOOD NCGS FZ2601 HISTORY - 19910626 GOOD NCGS FZ2601 HISTORY - 19920708 GOOD NCGS FZ2601 HISTORY - 19940505 GOOD NCGS FZ2601 HISTORY - 20021116 GOOD INDIV FZ2601 FZ2601 STATION DESCRIPTION FZ2601 FZ2601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2601'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF LAUREL FZ2601'SPRINGS AND 15.5 MILES NORTH-NORTHWEST OF NORTH WILKESBORO NEAR SUMMIT FZ2601'OF LITTLE GRANDFATHER MOUNTAIN. FZ2601' FZ2601'TO REACH THE STATION FROM THE ALLEGHANY-WILKES COUNTY LINE ON NC 18 AT FZ2601'MULBERRY GAP, PROCEED NORTHWEST ALONG NC 18 FOR 0.05 MILE TO SR 1183 FZ2601'(MULBERRY GAP ROAD) ON RIGHT, THENCE NORTHEAST ALONG SR 1183 FOR 0.9 FZ2601'MILE TO END OF STATE MANTAINENCE AND GATE, THENCE PROCEED EAST THROUGH FZ2601'GATE ALONG DIRT ROAD FOR 0.3 MILE TO SMALL CONCRETE RADIO BUILDING, FZ2601'AND STATION DRILLED INTO CONCRETE ROOF OF BUILDING, AND LOCATED NEAR FZ2601'THE SOUTHWEST CORNER OF TREE FARM ON THE RIDGE OF MOUNTAIN. FZ2601' FZ2601'STATION MARK IS A STANDARD DISK STAMPED---RADIO 1979---SET FLUSH IN FZ2601'DRILLED HOLE. THE MARK IS 107.5 FEET EAST-NORTHEAST FZ2601'OF--MULBERRY 2--TRIANGULATION STATION. FZ2601 FZ2601 STATION RECOVERY (1979) FZ2601 FZ2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2601'RECOVERED IN GOOD CONDITION. FZ2601 FZ2601 STATION RECOVERY (1982) FZ2601 FZ2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL) FZ2601'THE STATION WAS RECOVERED AT THIS DATE. FZ2601'STATION IS IN GOOD CONDITION. FZ2601' FZ2601'THE DESCRIPTION IS ADEQUATE. FZ2601 FZ2601 STATION RECOVERY (1991) FZ2601 FZ2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2601'RECOVERED IN GOOD CONDITION. FZ2601 FZ2601 STATION RECOVERY (1992) FZ2601 FZ2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 FZ2601'RECOVERED IN GOOD CONDITION. FZ2601 FZ2601 STATION RECOVERY (1994) FZ2601 FZ2601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) FZ2601'RECOVERED AS DESCRIBED. FZ2601 FZ2601 STATION RECOVERY (2002) FZ2601 FZ2601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR) FZ2601'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2783 *********************************************************************** FZ2783 DESIGNATION - SALMON FZ2783 PID - FZ2783 FZ2783 STATE/COUNTY- NC/ALLEGHANY FZ2783 USGS QUAD - SPARTA EAST (1991) FZ2783 FZ2783 *CURRENT SURVEY CONTROL FZ2783 ___________________________________________________________________ FZ2783* NAD 83(1986)- 36 33 03.99278(N) 081 00 50.29232(W) ADJUSTED FZ2783* NAVD 88 - 876.5 (meters) 2876. (feet) VERTCON FZ2783 ___________________________________________________________________ FZ2783 LAPLACE CORR- -3.38 (seconds) DEFLEC99 FZ2783 GEOID HEIGHT- -32.06 (meters) GEOID99 FZ2783 FZ2783 HORZ ORDER - SECOND FZ2783 FZ2783.The North Carolina/South Carolina HARNS have been completed but, FZ2783.due to contractual restrictions, coordinates for these stations FZ2783.will NOT be published in the near future. In the interim, the FZ2783.published coordinates in North and South Carolina will not be FZ2783.consistent with the Continuously Operating Reference Stations FZ2783.(CORS). The HARN coordinates for these stations are available FZ2783.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2783.Lapine(803-896-7700). FZ2783. FZ2783.In addition, the published North and South Carolina positions FZ2783.(NAD 83 (1986)) are NOT consistent with those determined in FZ2783.adjacent state readjustments. The discontinuity between stations FZ2783.located in North or South Carolina and those in adjacent states FZ2783.which have been adjusted to the HARN may be as much as 5 FZ2783.decimeters. This will result in a significant loss of accuracy FZ2783.over lines crossing such state borders. FZ2783 FZ2783 FZ2783.The horizontal coordinates were established by classical geodetic methods FZ2783.and adjusted by the National Geodetic Survey in September 1993. FZ2783 FZ2783.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2783 FZ2783.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2783 FZ2783.The geoid height was determined by GEOID99. FZ2783 FZ2783; North East Units Scale Converg. FZ2783;SPC NC - 312,585.529 429,275.003 MT 1.00013002 -1 09 44.7 FZ2783;UTM 17 - 4,045,077.419 498,749.728 MT 0.99960002 -0 00 30.0 FZ2783 FZ2783 SUPERSEDED SURVEY CONTROL FZ2783 FZ2783 NAD 83(1986)- 36 33 03.99278(N) 081 00 50.29232(W) AD( ) 1 FZ2783 NAD 83(1986)- 36 33 03.99526(N) 081 00 50.29291(W) AD( ) 2 FZ2783 NGVD 29 (06/26/91) 876.7 (m) 2876. (f) VERT ANG FZ2783 FZ2783.Superseded values are not recommended for survey control. FZ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2783.See file dsdata.txt to determine how the superseded data were derived. FZ2783 FZ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9875045077(NAD 83) FZ2783_MARKER: DH = HORIZONTAL CONTROL DISK FZ2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2783_STAMPING: SALMON 1985 FZ2783_MARK LOGO: NCGS FZ2783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2783+STABILITY: SURFACE MOTION FZ2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2783+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003 FZ2783 FZ2783 HISTORY - Date Condition Report By FZ2783 HISTORY - 1985 MONUMENTED NCGS FZ2783 HISTORY - 1985 GOOD NCGS FZ2783 HISTORY - 19910626 GOOD NCGS FZ2783 HISTORY - 20031009 GOOD INDIV FZ2783 FZ2783 STATION DESCRIPTION FZ2783 FZ2783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT) FZ2783'STATION IS LOCATED ABOUT 10.6 KM ( 6.6 MI) NORTHEAST OF SPARTA, FZ2783'ABOUT 6.6 KM ( 4.1 MI) WEST-SOUTHWEST OF EDMONDS. FZ2783' FZ2783'PROCEED ALONG NC 18 FOR 10.4 KM ( 6.45 MI) WEST FROM THE BLUE RIDGE FZ2783'PARKWAY TO SR 1439, THENCE NORTHWEST ALONG SR 1439 FOR 0.7 KM (0.45 FZ2783'MI) TO DRIVE ON LEFT, THENCE NORTHWEST ALONG DRIVE FOR 0.4 KM FZ2783'(0.25 MI) TO HIGHEST POINT OF BALD TOP. FZ2783' FZ2783'STATION IS A STANDARD NCGS HORIZONTAL DISK STAMPED---SALMON FZ2783'1985---, SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FZ2783'5 CM BELOW GROUND SURFACE AND IS ON HIGHEST POINT OF MOUNTAIN. FZ2783'LOCATED 20.3 METERS ( 66.5 FEET) SOUTHWEST OF POWER POLE WITH FZ2783'TRANSFORMER AND REFERENCE TAG, 10.8 METER (35.4 FEET) WEST-SOUTHWEST FZ2783'OF WATER SPIGOT, 47.4 METERS (155.4 FEET EAST OF PROPERTY CORNER FZ2783'4-INCH BY 4-INCH POST, AND 8.8 METERS (29.0 FEET) WEST-NORTHWEST OF FZ2783'3-INCH PECAN TREE. FZ2783' FZ2783'STATION IS NOT A BENCH MARK. FZ2783 FZ2783 STATION RECOVERY (1985) FZ2783 FZ2783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2783'RECOVERED IN GOOD CONDITION. FZ2783 FZ2783 STATION RECOVERY (1991) FZ2783 FZ2783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2783'RECOVERED IN GOOD CONDITION. FZ2783 FZ2783 STATION RECOVERY (2003) FZ2783 FZ2783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ2783'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2793 *********************************************************************** FZ2793 DESIGNATION - SPARTA FZ2793 PID - FZ2793 FZ2793 STATE/COUNTY- NC/ALLEGHANY FZ2793 USGS QUAD - SPARTA EAST (1991) FZ2793 FZ2793 *CURRENT SURVEY CONTROL FZ2793 ___________________________________________________________________ FZ2793* NAD 83(1986)- 36 30 43.58526(N) 081 07 25.93181(W) ADJUSTED FZ2793* NAVD 88 - 919.7 (meters) 3017. (feet) VERTCON FZ2793 ___________________________________________________________________ FZ2793 LAPLACE CORR- -4.80 (seconds) DEFLEC99 FZ2793 GEOID HEIGHT- -31.89 (meters) GEOID99 FZ2793 FZ2793 HORZ ORDER - SECOND FZ2793 FZ2793.The North Carolina/South Carolina HARNS have been completed but, FZ2793.due to contractual restrictions, coordinates for these stations FZ2793.will NOT be published in the near future. In the interim, the FZ2793.published coordinates in North and South Carolina will not be FZ2793.consistent with the Continuously Operating Reference Stations FZ2793.(CORS). The HARN coordinates for these stations are available FZ2793.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2793.Lapine(803-896-7700). FZ2793. FZ2793.In addition, the published North and South Carolina positions FZ2793.(NAD 83 (1986)) are NOT consistent with those determined in FZ2793.adjacent state readjustments. The discontinuity between stations FZ2793.located in North or South Carolina and those in adjacent states FZ2793.which have been adjusted to the HARN may be as much as 5 FZ2793.decimeters. This will result in a significant loss of accuracy FZ2793.over lines crossing such state borders. FZ2793 FZ2793 FZ2793.The horizontal coordinates were established by classical geodetic methods FZ2793.and adjusted by the National Geodetic Survey in June 1991. FZ2793 FZ2793.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2793 FZ2793.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2793 FZ2793.The geoid height was determined by GEOID99. FZ2793 FZ2793; North East Units Scale Converg. FZ2793;SPC NC - 308,463.053 419,343.685 MT 1.00011475 -1 13 33.0 FZ2793;UTM 17 - 4,040,758.175 488,908.519 MT 0.99960152 -0 04 25.3 FZ2793 FZ2793|---------------------------------------------------------------------| FZ2793| PID Reference Object Distance Geod. Az | FZ2793| dddmmss.s | FZ2793| CS6211 BARE HUB 15954 | FZ2793| FZ2794 SPARTA MUN WATER TANK 388.581 METERS 16459 | FZ2793|---------------------------------------------------------------------| FZ2793 FZ2793 SUPERSEDED SURVEY CONTROL FZ2793 FZ2793 NGVD 29 (06/26/91) 919.8 (m) 3018. (f) H LEVEL FZ2793 FZ2793.Superseded values are not recommended for survey control. FZ2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2793.See file dsdata.txt to determine how the superseded data were derived. FZ2793 FZ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8890940758(NAD 83) FZ2793_MARKER: DE = TRAVERSE STATION DISK FZ2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2793_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2793+STABILITY: SURFACE MOTION FZ2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2793+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003 FZ2793 FZ2793 HISTORY - Date Condition Report By FZ2793 HISTORY - 1984 MONUMENTED NCGS FZ2793 HISTORY - 20030921 GOOD INDIV FZ2793 FZ2793 STATION DESCRIPTION FZ2793 FZ2793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT) FZ2793'THE STATION IS LOCATED IN SPARTA. FZ2793' FZ2793'AT THE ALLEGHANY HIGH SCHOOL, ABOUT 700 FT SOUTHWEST OF THE MAIN FZ2793'SCHOOL BUILDING BETWEEN TWO ATHELETIC FIELDS. FZ2793' FZ2793'THE STATION IS A STANDARD NCGS DISK FZ2793'STAMPED---SPARTA 1984---, FZ2793'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FZ2793'10 INCHES IN DIAMETER RECESSED 1 INCH BELOW GROUND. LOCATED FZ2793'28.4 FEET NORTH OF THE CENTERLINE OF ACADEMY STREET, FZ2793'178.2 FEET WEST OF THE CENTERLINE INTERSECTION OF CROSS STREET AT FZ2793'AN EXIT ROAD FROM THE HIGH SCHOOL, FZ2793'31.7 FEET SOUTH OF THE CHAIN LINK FENCE AROUND THE ATHELETIC FIELD, FZ2793'71.8 FEET SOUTHEAST OF THE CENTER OF THE WESTERN MOST GATE TO THE FZ2793'ATHELETIC FIELD, FZ2793'113.6 FEET WEST-SOUTHWEST OF THE CENTER OF EASTERN MOST GATE OF TO FZ2793'THE ATHELETIC FIELD--AND FZ2793'33.6 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND FZ2793'ATHELETIC LIGHTS, AND FZ2793'38.3 FEET WEST OF A GUY WIRE POLE--BOTH WITH REFERENCE TAGS. FZ2793' FZ2793'MARK IS 1 FT ABOVE STREET LEVEL. FZ2793 FZ2793 STATION RECOVERY (2003) FZ2793 FZ2793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2793'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ3013 *********************************************************************** FZ3013 DESIGNATION - SPRINGS FZ3013 PID - FZ3013 FZ3013 STATE/COUNTY- NC/ALLEGHANY FZ3013 USGS QUAD - LAUREL SPRINGS (1996) FZ3013 FZ3013 *CURRENT SURVEY CONTROL FZ3013 ___________________________________________________________________ FZ3013* NAD 83(1986)- 36 24 45.10241(N) 081 15 49.63820(W) ADJUSTED FZ3013* NAVD 88 - 838.7 (meters) 2752. (feet) VERTCON FZ3013 ___________________________________________________________________ FZ3013 LAPLACE CORR- -4.43 (seconds) DEFLEC99 FZ3013 GEOID HEIGHT- -31.81 (meters) GEOID99 FZ3013 FZ3013 HORZ ORDER - SECOND FZ3013 FZ3013.The North Carolina/South Carolina HARNS have been completed but, FZ3013.due to contractual restrictions, coordinates for these stations FZ3013.will NOT be published in the near future. In the interim, the FZ3013.published coordinates in North and South Carolina will not be FZ3013.consistent with the Continuously Operating Reference Stations FZ3013.(CORS). The HARN coordinates for these stations are available FZ3013.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ3013.Lapine(803-896-7700). FZ3013. FZ3013.In addition, the published North and South Carolina positions FZ3013.(NAD 83 (1986)) are NOT consistent with those determined in FZ3013.adjacent state readjustments. The discontinuity between stations FZ3013.located in North or South Carolina and those in adjacent states FZ3013.which have been adjusted to the HARN may be as much as 5 FZ3013.decimeters. This will result in a significant loss of accuracy FZ3013.over lines crossing such state borders. FZ3013 FZ3013 FZ3013.The horizontal coordinates were established by classical geodetic methods FZ3013.and adjusted by the National Geodetic Survey in September 1993. FZ3013 FZ3013.The NAVD 88 height was computed by applying the VERTCON shift value to FZ3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ3013 FZ3013.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3013 FZ3013.The geoid height was determined by GEOID99. FZ3013 FZ3013; North East Units Scale Converg. FZ3013;SPC NC - 297,691.865 406,559.823 MT 1.00007790 -1 18 23.7 FZ3013;UTM 17 - 4,029,737.784 476,349.793 MT 0.99960689 -0 09 23.7 FZ3013 FZ3013 SUPERSEDED SURVEY CONTROL FZ3013 FZ3013 NAD 83(1986)- 36 24 45.10241(N) 081 15 49.63820(W) AD( ) 1 FZ3013 NGVD 29 (09/17/93) 838.8 (m) 2752. (f) GPS OBS FZ3013 FZ3013.Superseded values are not recommended for survey control. FZ3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3013.See file dsdata.txt to determine how the superseded data were derived. FZ3013 FZ3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7635029738(NAD 83) FZ3013_MARKER: DH = HORIZONTAL CONTROL DISK FZ3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ3013_STAMPING: SPRINGS 1991 FZ3013_MARK LOGO: NCGS FZ3013_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3013+STABILITY: SURFACE MOTION FZ3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ3013+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003 FZ3013 FZ3013 HISTORY - Date Condition Report By FZ3013 HISTORY - 1991 MONUMENTED NCGS FZ3013 HISTORY - 20030524 GOOD INDIV FZ3013 FZ3013 STATION DESCRIPTION FZ3013 FZ3013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3013'STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST OF JEFFERSON, 10.3 MI FZ3013'(16.6 KM) SOUTHWEST OF SPARTA, IN LAUREL SPRINGS. FZ3013'AT THE INTERSECTION OF NC 18 AND NC 88, IN TRIANGULAR GRASS TRAFFIC FZ3013'ISLAND OF NC 88. FZ3013'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 46.4 FT FZ3013'(14.1 M) NORTHWEST OF CENTERLINE OF NC 18, 40.5 FT (12.3 M) EAST OF FZ3013'THE CENTERLINE OF NC 88, 98.2 FT (29.9 M) NORTHWEST OF THE NORTHWEST FZ3013'CORNER OF POST OFFICE, 31.8 FT (9.7 M) NORTH OF THE DOUGHTON FZ3013'HISTORICAL MARKER, 50.0 FT (15.2 M) SOUTH-SOUTHEAST OF A METAL DROP FZ3013'INLET, AND 16.7 FT (5.1 M) WEST OF THE LAUREL SPRINGS POST OFFICE FZ3013'SIGN WITH A REFERENCE TAG. FZ3013 FZ3013 STATION RECOVERY (2003) FZ3013 FZ3013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ3013'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ0837 *********************************************************************** FZ0837 DESIGNATION - SUTTER RM 2 FZ0837 PID - FZ0837 FZ0837 STATE/COUNTY- NC/ALLEGHANY FZ0837 USGS QUAD - WHITEHEAD (1998) FZ0837 FZ0837 *CURRENT SURVEY CONTROL FZ0837 ___________________________________________________________________ FZ0837* NAD 83(1986)- 36 26 38. (N) 081 12 01. (W) SCALED FZ0837* NAVD 88 - 1041.125 (meters) 3415.76 (feet) ADJUSTED FZ0837 ___________________________________________________________________ FZ0837 GEOID HEIGHT- -31.86 (meters) GEOID99 FZ0837 DYNAMIC HT - 1040.095 (meters) 3412.38 (feet) COMP FZ0837 MODELED GRAV- 979,606.1 (mgal) NAVD 88 FZ0837 FZ0837 VERT ORDER - SECOND CLASS 0 FZ0837 FZ0837.The horizontal coordinates were scaled from a topographic map and have FZ0837.an estimated accuracy of +/- 6 seconds. FZ0837 FZ0837.The orthometric height was determined by differential leveling FZ0837.and adjusted by the National Geodetic Survey in June 1991. FZ0837 FZ0837.The geoid height was determined by GEOID99. FZ0837 FZ0837.The dynamic height is computed by dividing the NAVD 88 FZ0837.geopotential number by the normal gravity value computed on the FZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FZ0837.degrees latitude (g = 980.6199 gals.). FZ0837 FZ0837.The modeled gravity was interpolated from observed gravity values. FZ0837 FZ0837; North East Units Estimated Accuracy FZ0837;SPC NC - 301,040. 412,330. MT (+/- 180 meters Scaled) FZ0837 FZ0837 SUPERSEDED SURVEY CONTROL FZ0837 FZ0837 NGVD 29 (??/??/92) 1041.265 (m) 3416.22 (f) ADJ UNCH 2 0 FZ0837 FZ0837.Superseded values are not recommended for survey control. FZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ0837.See file dsdata.txt to determine how the superseded data were derived. FZ0837 FZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA820332(NAD 83) FZ0837_MARKER: DB = BENCH MARK DISK FZ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ0837_STAMPING: U 87 1935 FZ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ0837+STABILITY: SURFACE MOTION FZ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ0837+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003 FZ0837 FZ0837 HISTORY - Date Condition Report By FZ0837 HISTORY - 1931 MONUMENTED CGS FZ0837 HISTORY - 1971 GOOD NGS FZ0837 HISTORY - 20030926 GOOD INDIV FZ0837 HISTORY - 20030928 GOOD INDIV FZ0837 FZ0837 STATION DESCRIPTION FZ0837 FZ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FZ0837'7.5 MI SW FROM SPARTA. FZ0837'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE COUNTY FZ0837'COURTHOUSE AT SPARTA, ALLEGHANY COUNTY, 150 YARDS NORTHEAST OF THE FZ0837'TOP OF A RIDGE, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE FZ0837'HIGHWAY, AND 1.6 FEET NORTHWEST OF A FENCE. A STANDARD DISK, FZ0837'STAMPED U 87 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING FZ0837'5 INCHES ABOVE GROUND. FZ0837 FZ0837 STATION RECOVERY (1971) FZ0837 FZ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FZ0837'RECOVERED IN GOOD CONDITION. FZ0837 FZ0837 STATION RECOVERY (2003) FZ0837 FZ0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ0837'RECOVERED IN GOOD CONDITION. FZ0837 FZ0837 STATION RECOVERY (2003) FZ0837 FZ0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 FZ0837'LABELED U 87 1935. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ2806 *********************************************************************** FZ2806 DESIGNATION - TT 5 W FZ2806 PID - FZ2806 FZ2806 STATE/COUNTY- NC/ALLEGHANY FZ2806 USGS QUAD - SPARTA EAST (1991) FZ2806 FZ2806 *CURRENT SURVEY CONTROL FZ2806 ___________________________________________________________________ FZ2806* NAD 83(1986)- 36 32 27.49373(N) 081 07 09.70308(W) ADJUSTED FZ2806* NAVD 88 - 1093.3 (meters) 3587. (feet) VERTCON FZ2806 ___________________________________________________________________ FZ2806 LAPLACE CORR- -3.39 (seconds) DEFLEC99 FZ2806 GEOID HEIGHT- -31.85 (meters) GEOID99 FZ2806 FZ2806 HORZ ORDER - SECOND FZ2806 FZ2806.The North Carolina/South Carolina HARNS have been completed but, FZ2806.due to contractual restrictions, coordinates for these stations FZ2806.will NOT be published in the near future. In the interim, the FZ2806.published coordinates in North and South Carolina will not be FZ2806.consistent with the Continuously Operating Reference Stations FZ2806.(CORS). The HARN coordinates for these stations are available FZ2806.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ2806.Lapine(803-896-7700). FZ2806. FZ2806.In addition, the published North and South Carolina positions FZ2806.(NAD 83 (1986)) are NOT consistent with those determined in FZ2806.adjacent state readjustments. The discontinuity between stations FZ2806.located in North or South Carolina and those in adjacent states FZ2806.which have been adjusted to the HARN may be as much as 5 FZ2806.decimeters. This will result in a significant loss of accuracy FZ2806.over lines crossing such state borders. FZ2806 FZ2806 FZ2806.The horizontal coordinates were established by classical geodetic methods FZ2806.and adjusted by the National Geodetic Survey in June 1991. FZ2806 FZ2806.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2806 FZ2806.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2806 FZ2806.The geoid height was determined by GEOID99. FZ2806 FZ2806; North East Units Scale Converg. FZ2806;SPC NC - 311,657.022 419,815.835 MT 1.00012600 -1 13 23.6 FZ2806;UTM 17 - 4,043,959.330 489,316.140 MT 0.99960141 -0 04 15.8 FZ2806 FZ2806 SUPERSEDED SURVEY CONTROL FZ2806 FZ2806 NGVD 29 (06/26/91) 1093.4 (m) 3587. (f) VERT ANG FZ2806 FZ2806.Superseded values are not recommended for survey control. FZ2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2806.See file dsdata.txt to determine how the superseded data were derived. FZ2806 FZ2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8931643959(NAD 83) FZ2806_MARKER: DE = TRAVERSE STATION DISK FZ2806_SETTING: 66 = SET IN ROCK OUTCROP FZ2806_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2806+STABILITY: POSITION/ELEVATION WELL FZ2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2806+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003 FZ2806 FZ2806 HISTORY - Date Condition Report By FZ2806 HISTORY - 1985 MONUMENTED NCGS FZ2806 HISTORY - 20030921 GOOD INDIV FZ2806 FZ2806 STATION DESCRIPTION FZ2806 FZ2806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT) FZ2806'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTH OF SPARTA. FZ2806' FZ2806'PROCEED ALONG NC 18 FOR 0.15 KM (0.1 MI) NORTHEAST FROM US 21 (IN FZ2806'SPARTA) TO SR 1403 (GRAYSON STREET), THENCE NORTH ALONG SR 1403 FOR FZ2806'3.0 KM (1.85 MI) TO A PASTURE ROAD AND A GATE, OR 0.7 KM (0.45 MI) FZ2806'NORTH OF SR 1418, THENCE NORTH ALONG PASTURE ROAD FOR 1.55 KM (0.95 FZ2806'MI) TO THE HIGHEST POINT OF BALD MOUNTAIN. FZ2806' FZ2806'THE STATION IS A USGS BENCH MARK DISK STAMPED---TT 5 W 1980---, SET FZ2806'INTO A DRILLED HOLE IN A ROCK OUTCROP PROJECTING 1.5 FT ON THE FZ2806'NORTHEAST SIDE OF BALD TOP. FZ2806' FZ2806'MARK IS LOCATED 50.3 METERS (165.0 FT) NORTHEAST OF NCGS STATION FZ2806'DOUGHTON. FZ2806 FZ2806 STATION RECOVERY (2003) FZ2806 FZ2806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ2806'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ0838 *********************************************************************** FZ0838 FBN - This is a Federal Base Network Control Station. FZ0838 DESIGNATION - V 87 FZ0838 PID - FZ0838 FZ0838 STATE/COUNTY- NC/ALLEGHANY FZ0838 USGS QUAD - WHITEHEAD (1998) FZ0838 FZ0838 *CURRENT SURVEY CONTROL FZ0838 ___________________________________________________________________ FZ0838* NAD 83(1986)- 36 27 34.45382(N) 081 10 32.66355(W) ADJUSTED FZ0838* NAVD 88 - 924.926 (meters) 3034.53 (feet) ADJUSTED FZ0838 ___________________________________________________________________ FZ0838 LAPLACE CORR- -5.49 (seconds) DEFLEC99 FZ0838 GEOID HEIGHT- -31.87 (meters) GEOID99 FZ0838 DYNAMIC HT - 923.998 (meters) 3031.48 (feet) COMP FZ0838 MODELED GRAV- 979,597.5 (mgal) NAVD 88 FZ0838 FZ0838 HORZ ORDER - SECOND FZ0838 VERT ORDER - SECOND CLASS 0 FZ0838 FZ0838.The North Carolina/South Carolina HARNS have been completed but, FZ0838.due to contractual restrictions, coordinates for these stations FZ0838.will NOT be published in the near future. In the interim, the FZ0838.published coordinates in North and South Carolina will not be FZ0838.consistent with the Continuously Operating Reference Stations FZ0838.(CORS). The HARN coordinates for these stations are available FZ0838.upon request. Contact Gary Thompson(919-733-3836), or Lewis FZ0838.Lapine(803-896-7700). FZ0838. FZ0838.In addition, the published North and South Carolina positions FZ0838.(NAD 83 (1986)) are NOT consistent with those determined in FZ0838.adjacent state readjustments. The discontinuity between stations FZ0838.located in North or South Carolina and those in adjacent states FZ0838.which have been adjusted to the HARN may be as much as 5 FZ0838.decimeters. This will result in a significant loss of accuracy FZ0838.over lines crossing such state borders. FZ0838 FZ0838 FZ0838.The horizontal coordinates were established by classical geodetic methods FZ0838.and adjusted by the National Geodetic Survey in September 1993. FZ0838 FZ0838.The orthometric height was determined by differential leveling FZ0838.and adjusted by the National Geodetic Survey in June 1991. FZ0838.WARNING-GPS observations at this control monument resulted in a GPS FZ0838.derived orthometric height which differed from the leveled height by FZ0838.more than one decimeter (0.1 meter). FZ0838 FZ0838.The Laplace correction was computed from DEFLEC99 derived deflections. FZ0838 FZ0838.The geoid height was determined by GEOID99. FZ0838 FZ0838.The dynamic height is computed by dividing the NAVD 88 FZ0838.geopotential number by the normal gravity value computed on the FZ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FZ0838.degrees latitude (g = 980.6199 gals.). FZ0838 FZ0838.The modeled gravity was interpolated from observed gravity values. FZ0838 FZ0838; North East Units Scale Converg. FZ0838;SPC NC - 302,734.595 414,570.103 MT 1.00009493 -1 15 20.8 FZ0838;UTM 17 - 4,034,937.851 484,253.384 MT 0.99960305 -0 06 16.0 FZ0838 FZ0838: Primary Azimuth Mark Grid Az FZ0838:SPC NC - JOHNSON 070 25 10.9 FZ0838:UTM 17 - JOHNSON 069 16 06.1 FZ0838 FZ0838|---------------------------------------------------------------------| FZ0838| PID Reference Object Distance Geod. Az | FZ0838| dddmmss.s | FZ0838| FZ2978 JOHNSON 419.384 METERS 0690950.1 | FZ0838|---------------------------------------------------------------------| FZ0838 FZ0838 SUPERSEDED SURVEY CONTROL FZ0838 FZ0838 NAD 83(1986)- 36 27 34.45382(N) 081 10 32.66355(W) AD( ) 1 FZ0838 NAD 83(1986)- 36 27 34.44326(N) 081 10 32.67867(W) AD( ) 3 FZ0838 NAD 27 - 36 27 33.99944(N) 081 10 33.29432(W) AD( ) 3 FZ0838 NAVD 88 (06/02/98) 924.93 (m) 3034.5 (f) LEVELING 3 FZ0838 NGVD 29 (??/??/92) 925.046 (m) 3034.92 (f) ADJ UNCH 2 0 FZ0838 FZ0838.Superseded values are not recommended for survey control. FZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ0838.See file dsdata.txt to determine how the superseded data were derived. FZ0838 FZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8425334938(NAD 83) FZ0838_MARKER: DB = BENCH MARK DISK FZ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ0838_STAMPING: V 87 1935 FZ0838_MARK LOGO: CGS FZ0838_PROJECTION: FLUSH FZ0838_MAGNETIC: N = NO MAGNETIC MATERIAL FZ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ0838+STABILITY: SURFACE MOTION FZ0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ0838+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003 FZ0838 FZ0838 HISTORY - Date Condition Report By FZ0838 HISTORY - 1935 MONUMENTED CGS FZ0838 HISTORY - 1971 GOOD NGS FZ0838 HISTORY - 1986 GOOD NGS FZ0838 HISTORY - 1987 GOOD NGS FZ0838 HISTORY - 19880506 GOOD FZ0838 HISTORY - 19910601 GOOD NCGS FZ0838 HISTORY - 19931206 GOOD NCGS FZ0838 HISTORY - 19970601 GOOD NCGS FZ0838 HISTORY - 20010118 GOOD NCGS FZ0838 HISTORY - 20030927 GOOD INDIV FZ0838 HISTORY - 20030928 GOOD INDIV FZ0838 FZ0838 STATION DESCRIPTION FZ0838 FZ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FZ0838'5.4 MI SW FROM SPARTA. FZ0838'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE COUNTY FZ0838'COURTHOUSE AT SPARTA, ALLEGHANY COUNTY, 1.6 MILES SOUTHWEST OF FZ0838'THE POST OFFICE AT WHITEHEAD, 0.1 MILE EAST OF A SIDE ROAD, 38 FZ0838'YARDS SOUTHWEST OF A 15-INCH IRON CULVERT, 24 FEET SOUTH OF FZ0838'THE CENTERLINE OF THE HIGHWAY, AND 17 FEET EAST OF A RAIL FENCE FZ0838'CORNER. A STANDARD DISK, STAMPED V 87 1935 AND SET IN THE TOP FZ0838'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. FZ0838 FZ0838 STATION RECOVERY (1971) FZ0838 FZ0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FZ0838'RECOVERED IN GOOD CONDITION. FZ0838 FZ0838 STATION RECOVERY (1986) FZ0838 FZ0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) FZ0838'THE STATION WAS RECOVERED AT THIS DATE. FZ0838' FZ0838'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) FZ0838'NORTHEAST OF LAUREL SPRINGS, FZ0838'8.0 KM (5.0 MI) SOUTH OF TWIN OAKS AND FZ0838'2.4 KM (1.5 MI) SOUTHWEST OF WHITEHEAD. FZ0838'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. FZ0838' FZ0838'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHEAD, GO FZ0838'SOUTHWEST FOR 2.8 KM (1.75 MI) ON STATE HIGHWAY 18 TO THE STATION FZ0838'ON THE LEFT. FZ0838' FZ0838'THE STATION IS A STANDARD CGS DISK FZ0838'STAMPED---V 87 1935---, FZ0838'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FZ0838'15 CM ON SIDE FLUSH WITH GROUND. LOCATED FZ0838'7.62 METERS (25.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE FZ0838'HIGHWAY, FZ0838'5.30 METERS (17.4 FT) EAST FROM A FENCE CORNER, FZ0838'1.22 METERS (4.0 FT) SOUTHEAST FROM A METAL WITNESS POST AND FZ0838'1.04 METERS (3.4 FT) SOUTH FROM A FENCE. FZ0838' FZ0838'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, FZ0838'MARCH 1986. FZ0838' FZ0838'THIS STATION SUITABLE FOR GPS SURVEYS. FZ0838' FZ0838'DESCRIBED BY L.D. ACRES. FZ0838 FZ0838 STATION RECOVERY (1987) FZ0838 FZ0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL) FZ0838'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI) FZ0838'NORTHEAST OF LAUREL SPRINGS, FZ0838'8.0 KM (5.0 MI) SOUTH OF TWIN OAKS, AND FZ0838'2.4 KM (1.5 MI) SOUTHWEST OF WHITEHEAD. FZ0838'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. FZ0838' FZ0838'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHEAD, GO FZ0838'SOUTHWEST FOR 2.8 KM (1.75 MI) ON STATE HIGHWAY 18 TO THE STATION FZ0838'ON THE LEFT, 0.2 KM (0.1 MI) EAST OF CHEEK MT RD LEADING NORTH. FZ0838' FZ0838'THE STATION IS A STANDARD CGS DISK FZ0838'STAMPED---V 87 1935---, FZ0838'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FZ0838'15 CM ON SIDE PROJECTING 4 CM ABOVE GROUND. LOCATED FZ0838'7.6 METERS (25.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE FZ0838'HIGHWAY, FZ0838'5.3 METERS (17.4 FT) EAST FROM A FENCE CORNER, FZ0838'1.2 METERS (4.0 FT) SOUTHEAST FROM A METAL WITNESS POST, AND FZ0838'1.0 METERS (3.4 FT) SOUTH FROM A FENCE. FZ0838' FZ0838'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH. FZ0838 FZ0838 STATION RECOVERY (1988) FZ0838 FZ0838'RECOVERED 1988 FZ0838'RECOVERED IN GOOD CONDITION. FZ0838 FZ0838 STATION RECOVERY (1991) FZ0838 FZ0838'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ0838'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF SPARTA, 1.5 MI FZ0838'(2.4 KM) WEST-SOUTHWEST OF WHITEHEAD. FZ0838'ALONG NC 18 FOR 5.9 MI (9.5 KM) SOUTHWEST FROM US 21 (AT THE FZ0838'COURTHOUSE IN SPARTA), OR ABOUT 430 FEET NORTHEAST OF SR 1151 (CHEEK FZ0838'MTN RD), IN FIELD EAST OF A FENCE CORNER. FZ0838'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 25.0 FT FZ0838'(7.6 M) SOUTH OF THE CENTERLINE OF HIGHWAY, 3.4 FT (1.0 M) SOUTH OF A FZ0838'FENCE, 17.4 FT (5.3 M) EAST OF A FENCE CORNER, 101.5 FT (30.9 M) EAST FZ0838'OF A POWER POLE WITH REFERENCE TAG, AND 4.0 FT (1.2 M) SOUTHEAST OF A FZ0838'METAL WITNESS POST. FZ0838 FZ0838 STATION RECOVERY (1993) FZ0838 FZ0838'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) FZ0838'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. STATION IS FZ0838'LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF LAUREL SPRINGS AND 5.0 MI FZ0838'(8.0 KM) SOUTH OF TWIN OAKS. ALONG NC 18 FOR 1.75 MI (2.82 KM) FZ0838'SOUTHWEST FROM THE POST OFFICE IN WHITEHEAD, ON THE SOUTH SIDE OF THE FZ0838'ROAD. MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. FZ0838'LOCATED 25.0 FT (7.6 M) SOUTH OF THE CENTERLINE OF NC 18, 1.9 FT (0.6 FZ0838'M) SOUTHWEST OF A WITNESS POST, 3.4 FT (1.0 M) SOUTH OF A FENCE AND FZ0838'17.4 FT (5.3 M) EAST OF A FENCE CORNER. FZ0838 FZ0838 STATION RECOVERY (1997) FZ0838 FZ0838'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) FZ0838'RECOVERED AS DESCRIBED. FZ0838 FZ0838 STATION RECOVERY (2001) FZ0838 FZ0838'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) FZ0838'RECOVERED AS DESCRIBED. FZ0838' FZ0838 FZ0838 STATION RECOVERY (2003) FZ0838 FZ0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ0838'RECOVERED IN GOOD CONDITION. FZ0838 FZ0838 STATION RECOVERY (2003) FZ0838 FZ0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 FZ0838'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ0797 *********************************************************************** FZ0797 DESIGNATION - Y 87 FZ0797 PID - FZ0797 FZ0797 STATE/COUNTY- NC/ALLEGHANY FZ0797 USGS QUAD - SPARTA EAST (1991) FZ0797 FZ0797 *CURRENT SURVEY CONTROL FZ0797 ___________________________________________________________________ FZ0797* NAD 83(1986)- 36 30 20. (N) 081 07 14. (W) SCALED FZ0797* NAVD 88 - 895.557 (meters) 2938.17 (feet) ADJUSTED FZ0797 ___________________________________________________________________ FZ0797 GEOID HEIGHT- -31.91 (meters) GEOID99 FZ0797 DYNAMIC HT - 894.653 (meters) 2935.21 (feet) COMP FZ0797 MODELED GRAV- 979,592.9 (mgal) NAVD 88 FZ0797 FZ0797 VERT ORDER - SECOND CLASS 0 FZ0797 FZ0797.The horizontal coordinates were scaled from a topographic map and have FZ0797.an estimated accuracy of +/- 6 seconds. FZ0797 FZ0797.The orthometric height was determined by differential leveling FZ0797.and adjusted by the National Geodetic Survey in June 1991. FZ0797 FZ0797.The geoid height was determined by GEOID99. FZ0797 FZ0797.The dynamic height is computed by dividing the NAVD 88 FZ0797.geopotential number by the normal gravity value computed on the FZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FZ0797.degrees latitude (g = 980.6199 gals.). FZ0797 FZ0797.The modeled gravity was interpolated from observed gravity values. FZ0797 FZ0797; North East Units Estimated Accuracy FZ0797;SPC NC - 307,730. 419,630. MT (+/- 180 meters Scaled) FZ0797 FZ0797 SUPERSEDED SURVEY CONTROL FZ0797 FZ0797 NGVD 29 (??/??/92) 895.668 (m) 2938.54 (f) ADJ UNCH 2 0 FZ0797 FZ0797.Superseded values are not recommended for survey control. FZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ0797.See file dsdata.txt to determine how the superseded data were derived. FZ0797 FZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA892400(NAD 83) FZ0797_MARKER: DB = BENCH MARK DISK FZ0797_SETTING: 36 = BLDG FZ0797_STAMPING: Y 87 1935 FZ0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FZ0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ0797+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003 FZ0797 FZ0797 HISTORY - Date Condition Report By FZ0797 HISTORY - 1935 MONUMENTED CGS FZ0797 HISTORY - 1971 GOOD NGS FZ0797 HISTORY - 20030921 GOOD INDIV FZ0797 HISTORY - 20030927 GOOD INDIV FZ0797 FZ0797 STATION DESCRIPTION FZ0797 FZ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FZ0797'AT SPARTA. FZ0797'AT SPARTA, ALLEGHANY COUNTY, IN THE FACE OF THE SOUTH BASE WALL FZ0797'OF THE COUNTY COURTHOUSE, 27 FEET EAST OF THE CENTER OF THE FRONT FZ0797'ENTRANCE, 5.5 FEET WEST OF THE SOUTHEAST CORNER, AND 1 FOOT FZ0797'HIGHER THAN THE GROUND. FZ0797 FZ0797 STATION RECOVERY (1971) FZ0797 FZ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FZ0797'RECOVERED IN GOOD CONDITION. FZ0797 FZ0797 STATION RECOVERY (2003) FZ0797 FZ0797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR) FZ0797'RECOVERED IN GOOD CONDITION. FZ0797 FZ0797 STATION RECOVERY (2003) FZ0797 FZ0797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER) FZ0797'RECOVERED IN GOOD CONDITION.